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HomeMy WebLinkAboutWPO201600069 Plan - VSMP WPO VSMP 2017-03-17WP � i j 1\\[D VS -/VIP /� T} r71--7 WIIIII -EHA-LL i iV A j it R L SITE D ATA OWNER: CROZET DEVELOPMENT SOLUTIONS, 1215 EAST MARKET STREET, SUITE B, CHARLOTTESVILLE, VA 22902 OWNER OF TAX MAP PARCEL 05600-00-00-11500 AND SARA M. MAUPIN, P.O. BOX 397, CROZET, VA 22932 OWNER OF TAX MAP PARCEL 05600-00--006AO DEVELOPER: VUE REALTY PARTNERS, LLC., 1821 AVON STREET, SUITE 200, CHARLOTTESVILLE, VIRGINIA 22902 PHONE 434-979-2900, CONTACT MR. WILLIAM PARK TAX MAP / PARCEL NUMBER: 05600-00-00-11500 AND 05600-00-006AO PROPERTY ADDRESS: BLUE RIDGE AVENUE, CROZET, VIRGINIA 2.2932 PROPERTY SIZE: 21.854 ACRES ZONING: R-6 RESIDENTIAL, WITH FLOOD HAZARD OVERLAY (FH) & PRESERVED STEEP SLOPES OVERLAY MAGISTERIAL DISTRICT: WHITEHALL COMPREHENSIVE PLAN: CROZET COMMUNITY - URBAN GENERAL (CT -4) DRINKING WATER WATERSHED: LICKINGHOLE CREEK / SOUTH FORK RIVANNA RIVER RESERVOIR PROPOSED USE: MULTI FAMILY RESIDENTIAL TOTAL NUMBER OF UNITS / DENSITY: 126 MULTI FAMILY UNITS = 5.77 UNITS PER ACRE, 48 1 BR UNITS, 78 28R UNITS DENSITY BONUS FACTORS: NONE WAIVER/VARIANCE REQUESTS: NONE SURVEY SOURCE: HAMRICK ENGINEERING, P.C., 540-248-7407 DATUM: NAVD 1988 BENCHMARK: NAIL IN BLUE RIDGE AVENUE, ELEVATION 698.02 IMPERVIOUS COVER BREAKDOWN: LAND USE: SQ. FT. ACRES BUILDINGS: 69,297 1.591 SIDEWALKS: 28,290 0.549 ASPHALT PARKING PAVING 84,855 1.948 CONCRETE POOL DECK: 4,446 0.102 TOTAL IMPERVIOUS AREA: 186,888 4.190 MAXIMUM PAVED PARKING AND VEHICULAR CIRCULATION AREA: 1.948 ACRES OR 84,855 S.F. SETBACKS: FRONT = MAXIMUM 2.5', MINIMUM 5', SIDE = 0', REAR = 20' MAXIMUM HEIGHT OF STRUCTURE: 35' NUMBER OF EMPLOYEES: NOT APPLICABLE RECREATIONAL AREA: PASSIVE DEDICATED OPEN SPACE = 14.817 ACRES OR 68% OF TOTAL SITE SWIMMING POOL AND CLUB HOUSE AREA PARKING DATA: PLAN _ SHEET INDEX BUILDING USE: MULTI FAMILY RESIDENTIAL SPACES REQUIRED: 1.5 SPACES PER 1 BED ROOM UNIT DESCRIPTION WATERLINE AND STORM SEWER PROFILES 2.0 SPACES 2 PER 2 BED ROOM UNIT TOTAL NUMBER OF 2 BED ROOM UNITS = 78 TOTAL NUMBER OF 1 BED ROOM UNITS = 48 TOTAL SPACES REQUIRED: (1.5 x 48) + (2.0 x 78) = 228 SPACES PROVIDED: SPACES DELINEATED = 221 H.C. PER ADA = 8 TOTAL PROVIDED = 229 ALL SPACES ARE 9'x18' UNLESS OTHERWISE NOTED TRAFFIC GENERATION FIGURES: ITE LAND USE CODE: 280 NEW DAILY TRIPS: 887 AM PEAK: 65 PM PEAK: 87 j ly (. A i / R --1 0 - I Y Ul\\[ -7 ) PROJECT SPONSOR VUE REALTY PARTNERS, LLC A T TN: MR. WILLIAM PARK 1821 AVON STRUET, SUI TE 200 CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 434-970-2900 �✓ G CROZET OZE P DEVELOf'ASIENT 0 SOLUTIONS, LLC d `V JAR>rIANS GAP ROAD T V i'L"I T Y' 110' A , 1, SCALE: 1" = 2,000' SWM FOREST AND OPEN SPACE EASEMENT NOTE THE SWM FOREST AND OPEN SPACE EASEMENT IS SUBJECT TO THE GUIDANCE SET FORTH BY DEQ,, IN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A NO -IN � {` NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM E � � 1 \ V AUTHORITY, SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND � REVEGETATING, PASSIVE RECREATION (E.G., TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN -L and .Planni yg -Public Works E'n vironmen DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES A YEAR). 156 Laurel Hill Road Route 612 East 540-248µ7407 Verona, VA 24482 bwlieng(�D-verizon.net V- H G -T 1\\IIA. f�OJE T LEGEND SYMBOLS ABBREVIATIONS d�CC CENTER TO CENTER PROPOSED WATER LINE CG CURB & GUTTER PROPOSED SEWER LINE CENTERLINE EXISTING WATER LINE CMP CORRUGATED METAL PIPE CONC. CONCRETE ES — EXISTING SEWER LINE DIP DUCTILE IRON PIPE ____ _____ EXISTING CONTOURS ® DELTA ESMT EASEMENT �4 PROPOSED CONTOURS ELEV. ELEVATION EXISTING SANITARY MANHOLE EX. EXISTING PROPOSED SANITARY MANHOLE F. H. FIRE HYDRANT ----------- --- EXISTING DRAINAGE STRUCTURE INV. INVERT OR GROUND SHOT --------?----- PROPOSED DRAINAGE STRUCTURE L LENGTH -------------=-._n---- EXISTING STORM SEWER MH MANHOLE PROPOSED STORM SEWER N/F NOW OR FORMERLY FENCE LINE O.C. ON CENTER PROPERTY LINE r(y UTILITY POLE PVMT. PAVEMENT --------Q GUY WIRE EP EDGE OF PAVEMENT R RADIUS OVERHEAD UTILITY LINE RCP REINFORCED CONCRETE PIPE UNDERGROUND TELEPHONE R.D. ROOF DRAIN 'GP EXISTING POWER UNDERGROUND R/W RIGHT OF WAY ❑ TELEPHONE PEDESTAL SAN SANITARY AI PROVLD WM WATER MAIN by the Albemarle County EG EXISTING GAS TBM TEMPORARY BENCH MARK Community Pevelopment Department F/C FACE OF CURB Date7J�1 -- .5Z PROPOSED SEWER LATERAL T/C TOP OF CURB File dYS---� PROPOSED WATER LATERAL T/P TOP OF PAVEMENT i T/S TOP OF SIDEWALK EX1STlNG FIRE HYDRANT T/G TOP OF GROUND PROPOSED FIRE HYDRANT W/ WITH C.O. SAN. SEW. CLEAN OUT }NETH 0 =v_ -Te=— EXISTING CURB &GUTTER IPF IRON PIN FOUND PROPOSED CURB & GUTTER IPS IRON PIN SET CJ REVERSE CURB &GUTTER BRA,91L W. HAMRICK, Jr. 2 NOTE: NOT ALL LEGEND ITEMS MAY APPEAR IN THESE PLANS C) LICENSNo. 11-1 �a 3 P/ OT 9,47E- 091091-77 ,/6-9 No. 02-(2206 SHEET C> OF 6-36 PLAN _ SHEET INDEX SHEET NO. 1 DESCRIPTION TITLE SHEET SHEET NO. 19 DESCRIPTION WATERLINE AND STORM SEWER PROFILES 2 iPROJECT NOTES AND DETAILS 20 SANITARY SEWER AND SITE DISTANCE PROFILES 3 BOUNDARY SURVEY 21 UNDERGROUND CONDUIT AND TRANSFORMER LOCATION PLAN j 4 EXISTING TOPOGRAPHIC SURVEY 22 PHASE 1 EROSION AND SEDIMENT CONTROL PLAN 5 6 SITE LAYOUT AND DIMENSION PLAN SITE LAYOUT AND DIMENSION PLAN (50 (20 SCALE) SCALE) 23 24 PHASE 2 EROSION AND SEDIMENT CONTROL PLAN PHASE 3 EROSION AND SEDIMENT CONTROL PLAN 7 8 SITE LAYOUT AND DIMENSION PLAN ACCESSIBLE ROUTE PLAN (20 SCALE) 25 26 EROSION AND SEDIMENT CONTROL DETAILS POLLUTION PREVENTION PLAN �) 9 SITE GRADING PLAN (50 SCALE) 27 MITIGATION PLAN j I 10 SITE GRADING PLAN (20 SCALE) 28 LANDSCAPING PLAN (50 SCALE) - 11 SITE GRADING PLAN (20 SCALE) 29 LANDSCAPING PLAN (20 SCALE) 12 WATER AND SANITARY SEWER PLAN (50 SCALE) 30 LANDSCAPING PLAN (20 SCALE) 13 WATER AND SANITARY SEWER PLAN (20 SCALE) 31 LANDSCAPING DETAILS 14 WATER AND SANITARY SEWER PLAN (20 SCALE) 32 SITE DETAILS 15 STORMWATER MANAGEMENT PLAN (50 SCALE) 33 STANDARD WATER AND SANITARY SEWER DETAILS 16 STORMWATER MANAGEMENT PLAN (20 SCALE) 34 STANDARD WATER AND SANITARY SEWER DETAILS 17 STORMWATER MANAGEMENT PLAN (20 SCALE) 35 SITE LIGHTING PLAN 18 STORM SEWER PROFILES 36 BLUE RIDGE AVENUE VDOT DRAINAGE CALCULATIONS f�OJE T LEGEND SYMBOLS ABBREVIATIONS d�CC CENTER TO CENTER PROPOSED WATER LINE CG CURB & GUTTER PROPOSED SEWER LINE CENTERLINE EXISTING WATER LINE CMP CORRUGATED METAL PIPE CONC. CONCRETE ES — EXISTING SEWER LINE DIP DUCTILE IRON PIPE ____ _____ EXISTING CONTOURS ® DELTA ESMT EASEMENT �4 PROPOSED CONTOURS ELEV. ELEVATION EXISTING SANITARY MANHOLE EX. EXISTING PROPOSED SANITARY MANHOLE F. H. FIRE HYDRANT ----------- --- EXISTING DRAINAGE STRUCTURE INV. INVERT OR GROUND SHOT --------?----- PROPOSED DRAINAGE STRUCTURE L LENGTH -------------=-._n---- EXISTING STORM SEWER MH MANHOLE PROPOSED STORM SEWER N/F NOW OR FORMERLY FENCE LINE O.C. ON CENTER PROPERTY LINE r(y UTILITY POLE PVMT. PAVEMENT --------Q GUY WIRE EP EDGE OF PAVEMENT R RADIUS OVERHEAD UTILITY LINE RCP REINFORCED CONCRETE PIPE UNDERGROUND TELEPHONE R.D. ROOF DRAIN 'GP EXISTING POWER UNDERGROUND R/W RIGHT OF WAY ❑ TELEPHONE PEDESTAL SAN SANITARY AI PROVLD WM WATER MAIN by the Albemarle County EG EXISTING GAS TBM TEMPORARY BENCH MARK Community Pevelopment Department F/C FACE OF CURB Date7J�1 -- .5Z PROPOSED SEWER LATERAL T/C TOP OF CURB File dYS---� PROPOSED WATER LATERAL T/P TOP OF PAVEMENT i T/S TOP OF SIDEWALK EX1STlNG FIRE HYDRANT T/G TOP OF GROUND PROPOSED FIRE HYDRANT W/ WITH C.O. SAN. SEW. CLEAN OUT }NETH 0 =v_ -Te=— EXISTING CURB &GUTTER IPF IRON PIN FOUND PROPOSED CURB & GUTTER IPS IRON PIN SET CJ REVERSE CURB &GUTTER BRA,91L W. HAMRICK, Jr. 2 NOTE: NOT ALL LEGEND ITEMS MAY APPEAR IN THESE PLANS C) LICENSNo. 11-1 �a 3 P/ OT 9,47E- 091091-77 ,/6-9 No. 02-(2206 SHEET C> OF 6-36 ALBEMARLE COUNTY GENERAL NOTES: ACSA GENERAL WATER & SEWER CONDITIONS N ii GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE SAW-CUT AND REMOVE 18" WIDTH OF `�� ; �0 CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. SURFACE ASPHALT F❑R FULL WIDTH ❑F �'A �: ° 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN SPEED HUMP TO TIE INTO EXISTING PAVEMENT EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM 'THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN TYPICAL BOTH SIDES � U) co ,-I `� THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. E' Z VS DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SLIGHTLY CONVEX CROSS SECTION, �^a�;jr �7 A r�� �T r� � u ` *� 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. TAPER ENDS DOWN T❑ EDGE ❑F to EIV ri� L 1'� i �, � � m OF VDOT UNLESS OTHERWISE NOTED. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. GUTTER IN LIKE MANNER = = --gyp �' M,01�7 3. EROSION AND SILTATION CONTROL MEASURES SMALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF 00 EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF (3) FEET OF COVER MEASURED FROM THE TOP OF 5" TOP ❑F' AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) CONSTRUCTION. THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES AL.L FIRE HYDRANT LINES, SERVICE LATERALS AND PAVEh1ENT ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. WATER LINES, ETC. SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL 5. ,THE MAXIMUM ALLOWABLE SLOPED IS 2:1 (HO RIZONTAL:VERTICAL). WHERE REASO@lABLY OBTAINABLE, LESSER 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. OR LOCAL REGULATIONS. I@! CASE OF A DISCREPANCY OR CONFLICT BETWEEN SLOPES OF 3:1 OR BETTER ARE TU BE ACHIEVED. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A-'12'-- THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT 6. PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE FUTURE EXTENSION OF THE LINE. SHALL GOVERN. COUNTY ENGINEER, OR DESIGNEE, IT 15 DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION BRASS FITTINGS EFFECTIVE AND 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF AND VIRGINIA SUPPLEMENT. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-CLASS III. LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE GENERAL UTILITY NOTES NTS OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS. CONSTRUCTION INDUSTRY (29 CFR PART 1936). 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE 3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER GENERAL CONSTRUCTION NOTES FOR STREETS:- CONCRETE TO BE 3000 PERMANENT OR 'TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT UNDERGRUU@ID UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO <J CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. p•s.I. (MIN•) EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC F= 1. GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 2, ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE APPROXIMATE 4 R-` REVERSE PAN TO MATCH PAVEMENT CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 105.14(C n_ 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTORS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT GRADE WHERE SHOWN ON PLANS AS � `� OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. ) y .__:1 THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS DISCOVERED, NOTIFY HAMRICK ENGINEERING, P.C. AT 0 ADVANCE OF THE START OF CONSTRUCTION. (540)248-7407. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL IIIIi�- l'!n�IIIII` :a 4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY w 3. UPON COMPLETION OF FINE GRADING ,�\hiD PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL - NOTE: T CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES, 6" AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL THREE (3) COPIES OF THE TEST RESULTS SHALL BE 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL 1":1' SEE PAVEMENT DETAIL THIS SHEET c r SUBMITTED TO VDOT. IF A SUB GRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. - _ . 11 FOR PARKING LOT PAVING REQUIREMENTS CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED 13 =1 - ° a. 7" EXTEND SPECIFIED STONE BASE 1.0 PAST IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY 4. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN E FU MED IN = 6. . d LI BACK OF CURB AND EXTEND GEOTEXTILE FABRIC UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. - ° CONS (RUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED 5. AI_L STURP,i SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND m ..1. UNDER BASE OF CURB & GUTTER TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. ( < THE DEVELOPER FROM THIS RESPONSIBILITY. SECTION 252 AND AS SPECIFIED IN THE DRAWINGS.xlo,o 5. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE 6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL_ GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SPECIFICATION UNDER 217. THE BOTTOM OF THE CURB AND 5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN 2y-0„ GUTTER MAY BE CONSTRUCTED CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED 7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE PARALLEL TO THE SLOPE OF SUB- NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE HYDRANT. THIS AREA MAY BE CONCRETE Li FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN 7 FEET. SURFACE COURSES PROVIDED A FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. () 8. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. AT THE OPTION OF THE CONTRACTOR MINIMUM DEPTH OF 7" IS 0,_ 6. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO 9. ALL UTILITIES 'TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS MAINTAINED. 6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VDOT CG-9 (A,B OR G). SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK WITHIN 7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING p n VDOT RIGHT-OF-WAY. STANDARD PE-1. PIPING OR CLOSE TO OTHER FACILITIES. COMBINATION 63 CURB AND GUTTED (CG-6)- Le; 8. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE 11. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY --------�7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, APRE-CONSTRUCTION Q TYPICAL PAVEMENT SECTION DETAIL, SHALL_ BE STRICTLY ADHERED T0. SERVICE AUTHORITY AND REVANWATER AND SEWER AUTHORITY CONSTRUCTION SPECIFICATIONS NOT TO SCALE CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR Q 9. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL 12A 10 F001 HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY PLAT FOR THE PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE WEALTH DEPT. STANDARDS. AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. BE NULL AND VOID. NOTE: PROVIDE 30LB FELT BOND 10. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC COORDINATION NOTES BREAKER WHERE ABUTTING BUILDING 8. THE CONTRACTOR SHALL NOTIFY -THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. OR OTHER FIXED STRUCTURES 4" THICK CONCRETE WALK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT K1,7; � 11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS• VDOT MIN SLOPE 1%4' PER 1.0' REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR 'TO ANY MI, �r� � � 0 IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE LAND USE PERMIT ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, AND ALBEMARLE COUNTY BUSINESS LICENSE. SIDEWALK WIDTH IS AWAY FROM BUILDING REQUIRED OR REQUESTED INSPECTION. ��` �� � � o SAFE AND CONVENIENT ACCESS, CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING s.a' ADJACENT TO PARKING - CG-6 CURB & c ,-.,,"A'. _ , r' •t I 12. THE SPEED LIMIT TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS r - T T� 9. THE CONTRACTOR SHALL BE RySPONSIBLE FUR MAINTAINING ADEQUATE ACCESS ..,, , . � 11 b APPLICATION FEES AND REQUIRED BONDING COSTS. GUTTER SEE DETAIL -, �- 2. ANY TIME WORK IS PERFORMED OFF-Siff OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO MOTLEY ( TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION I: DETERMINED BY VDOT FOR PUBLIC ROADS, �- Q f0 THIS SHEET) REVERSE ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION u��'k - , x 9� 00ml 13. VDOT STANDARD CD-1 OR CD-2 CROSS DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL THE HOLDER OF SAtD EASEMENT AS TU THE NATURE OF PROFUSED WORK, AND 'TO FOLLOW ANY GUIDELINE OR - , PAN TO MATCH PAVEMENT 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. �' �. CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. ' .:° . °• WHERE SHOWN ON PLAN r -f �-'" 14. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT' ARE DEEMED 3. THE CONTRACTOR 15 TO HEC THAT - PERMISSION, ETC FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT,;,, CJ , CHECK AT ALL EASEMENTS, LETTERS OF P ARE RECORDED/OBTAINED J ,�-,°,;�,�:s ° J_4i�.y -�� SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE DEVELOPER SHALL HAVE, W INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE PRIOR TO THE START OF ANY CONSTRUCTION. _ {:- - �-- -r- Y: ,_fnm WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 4" VDOT NO. 21-A �_ ?�' ' °. 7t ' r' ✓ W e WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA � - 4. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY '" c "r �t if5rj� 7c" ;eJ��x ,�r�c- c� > �c.z�c � ;-A AGGREGATE -� ' `x DEPARTMENT OF CUNSER�✓ATION AND RECREATION (NOCK) IN EROSION AND � 1 - 0 "' CODE. T(l_II. LlI= 1=llC=1(1-11 :. �, r„..,,, ` -� Y� e rT ° , " .. - GE@!FRAC CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS ,---_.�� ,__,1.,-�,v�_ -- C _,tr--._ _. < -_ - �_?�,•e_ »t J� > �- SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL w Lv ® v 5. VIRGINIA STORM NATER MANAGEMENT PROGRAM (VSMP) PHASE 1 LAND CLEARING GENERAL PERMIT HAS BEEN �" II g ( '� x y- � •�- rF" i7i"i1i I I " 73 OBTAINED BY THE PROPERTY ON/HER. I-- kKI. ': �� t � _ I Ili .,LIJ���-lo �- DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION W 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION �Til�^ sY �' . 14� Wdi. _I !LI �T ="'- AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED. vin�t CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK SUBGRADE COMPACTED _„ _ �, - MISCELLANEOUS NOTESIf 10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED �Yktgk PRIOR TO THE FINAL INSPECTION. TO 95% STD DENSITY - .r� (� ON THE SITE DURING AND AT THE END OF CONSTRUCTION. -- , Z 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO 1. PORTIONS OF TWE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE AE OR THE 100-YEAR AND 500-YEAR SEE PAVEMENT DETAIL THIS SHEET c ' ' , , .` MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND 1 1. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VdOT.>,. FLOOD PLAIN, AS DETERMINED BY THE UNITED STATE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN FOR PARKING LOT PAVING REQUIREMENTS 0' - LIJ a VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. ON THE FLOOD INSURANCE RATE MAP (FIRM), NUMBER 51003CO229D WITH AN EFFECTIVE DATE OF EXTEND SPECIFIED GEOTEXTILE FABRIC AND RIGHT-OF-WAY SHALL HAVE A MINIMUM FORTY TWO {42) INCHES COVER AND `u 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN FEBRUARY 4, 2005. AGGREGATE BASE COURSE 1.0' BEYOND .- WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT cd -o CLEARING. 2. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE BACK OF CURB (TYp) CONFLICT POINTS. .� � w N 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT TYPICAL SIDEWALK DETAIL OF PIPE AND SERVICES TO HIS OWN SATISFACTION. �- - 12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, t � -, ALL TIMES. troy ro scn>g SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF � z w � 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES 1N AREAS OTHER THAN INDICATED ON THESE PLANS 3• HORIZONTAL DATUM: NAD--83 ro N VERTICAL DATUM: NAND $8 CONSTRUCTION HALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE (INCLUDING, BUT NOT LIMITED T0, OFF-SITE BORROW OR WASTE AREAS) THE CONTRACTOR SHALL SUBMIT 4. EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON A FIELD SURVEY PERFORMED BY HAMRICK ENGINEERING, P.C. ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE I `- T A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN %J ) 0 DURING Pr1AKCW 2015. DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. c 0 APPROVING AUTHORITY. r � � o �, �, � 5, CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY NON -CONTROL JOINTS TO BE 6"-• {1000 PSI CONCRETE W � `° o 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHAd_L BE AT THE TIED TOGETHER USWG 5/8" CONTROL JOINTS EVERY 10' / 13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED � en 0 0 hlECESSARY TU PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, CONTRACTORS EXPENSE. DOWELS 18" LONG SPACED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR 1'O PLACEMENT AND FILL. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND AT 12-INCH CENTERS WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. GENERAL MUTES TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. . q ° . I - . NO. 3 BARS @12" O.C. SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF 1. ALL FINISHED GRADING, SEEDING A@1D SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING ��1.1 ,, �oEACH WAY CENTERED IN SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF OF 'THE WATER UN THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS UR STORM INLETS. 3. � `. d.: -4a • �' ° n SLAB PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 2. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC. -cs� cr-v a 6^ AGGREGATE BASE ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ARE IN PLACE PRIOR 'TO CONSTRUCTION OF SUBBASE AND Oft PAVING. 0 0 0 0 0 0 a a 0 0 a o 11. ALL WASTE MATERIAL SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS / a o a 0 o 0 0 a 0 0 0 VDOT NO, 21-A ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 3, PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, AND CABLE WHICH SERVE THIS FACILITY - \\� ij '\\\-i "\\� / �\ \/ s 14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM 12, BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SHALL BE LOCATED VViTN A MINIMUM OF 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. I'�i\\\!\�,�,-, i \,-, \!s_-" ,, \�� k,!I�. __ \\�d 4. CONTRACTOR SHALL_ BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY SEWER TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF SECTION 5.1.28. ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY co CONTRACTORS EXPENSE. SUBGRADE COMPACTED TO ALBEMARLE. DEDICATED STREET RIGHT-OF-WRY. AT THE DIRECTION OF VDOT, DENSITY TESTS 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE V•diTH VDOT AND 95% STANDARD PROCTOR 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE TYPICAL PAVEMENT DETAIL SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE HOURS OF 7:00 APA TO 9:00 PM. ALBEMARLE S OWN STANDARD AND SPECIFICATIONS. r DENSITY. WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, 6 ALL PIPES SHOWN O RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPs CONFORMING TO ASTM C-76, REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. UNLESS INDICATED OTHERWISE ON PLANS. � CONCRETE �t.9MP aTEI� PACS OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL_ DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, 7. ALL CONSTRUCTION SHALL_ COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER�- 15. VDOT STANDARD CD AND UD LJNDERDRAIhiS SHALL BE INSTALLED WHERE INDICATED AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. APPLICABLE OSHA REQUIREMENTS. NOT TO SCALE 16. THE DEVELOPER SHALL RESERVE THE RIGHT 'TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. STORM WATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION � PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. it 16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN! ANY DEDICATED SPECIFICATIONS, ANY QUIRE AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, 9. SAFETY STABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12.' IN HEIGHT. THE RESPONSIBILITY OF THE DEVELOPER. AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYE GRASS AND 10, SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP 2" HOT ASPHALTIC CONCRETE NOTE: IN AREAS WITH THE ATC. 17-11-17-7 171-1-11 CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES � HATCH SYMBOL �:' 17, PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS 100SF. ALTERNATIVES ARE SURFACE SM-9.5 AL PROVIDE AN ADDITIONAL 2' OF / AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR AND OR PAVEMENT MARKINGS SHALL BE INSTALLED BY 'THE DEVELOPER OR, AT SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, VDOT IM-19 INTERMEDIATE COURSE / 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING AND MULCH. AGRICULTURAL ASPHALT IN ADDITION TO THE TYPICAL VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE GRADE LIMESTONE SHALL BL APPLIED AT 90LBS/1000SF. INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO BE"' PAVEMENT SECTION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ADDITIONAL COST TO THE OWNER. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT 11, SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND �% » SEEDING SHALL BE APPLIED AT 180LBS ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND n ; . s,. c,3 {v,;� ,, 6 CRUSHED AGGREGATE BASE TYPE "I , VDOT 21-A 18, THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL Cc / HYDROLOGICAL DATA, REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS 5 11 � 4"-, kl?� ��.9..< a1, . r c 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS 1000SF. r cam,. � , f W 1 r, 3<r ._ COMPACTED TO 95% STANDARD PROCTOR DENSITY. P1iATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL / TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO u >.. �� y , , „ 'r i _ ALTER@IATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. r tis 3 � ; £ ., ' ' �`Y J< �l •;..; PLACE FIRST 4" OV_R GEOTEXTILE AND FINAL 2" INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT- OF-WAY PREVENT REMOVAL OF TINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OF PIPING TO PREVENTs� gas ,�r .,,. _ - , 19. MAINTENANCE. ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR f ,,� y T, `v , , ATTER COMPLETION OF HEAVY BUILDING FAUST BE PROVIDED f0 THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO F'RUSIUN. OPERATE DEWATERING SYSTEM CONTINUOUSLY LJNTlL CONSTRUCTION WORK BELOW EX15Ti@1G WATER � �,X � a���`r �r eFr CONSTRUCTION OR AS DIRECTED BY OWNER. ACCEPTANCE OF THE WORK, UNIT AND TOTAL PRICES MAY BE OBSCURED. CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN LEVELS IS COMPLETE.-= j`/\ \��'`% % i �e� \✓r !Cj ' AGGREGATE BASE r0 EXTEND 1.0' PAST BACK 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN 12. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT \�� \iii' \\� i\ . \� \ \i\i\\ \ �rtj \\. \.,i\��\\..\\:�\„ \iii\� \\ OF CURB. 19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCES AND DIVERSION DIKES WHICH ARE COLLECTING SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE SEDIMENT TO HALF THEIR HEIGHT MUSH BE CLEANED AND REPAIRED IMMEDIATELY. 13. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND PROVIDE GEOTEXTILE FABRIC \" DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION SUBGRADE COMPACTED TO ROAD AND BRIDGE SPECIFICATIONS. AS SPECIFIED ON SUBGRADE. AND BRIDGE SPECIFICATIONS AND VTM-10, A CERTIFIED COMPACTION TECHNICIAN CONTROL95% STANDARD PROCTOR INSPECTOR. OVERLAP SEAMS 12 FABRIC SHALL SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE 21, THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL 14. EROSION AND SEDIMENT CONTROL MEASURES INS SHALL BE PROVIDED 1N ACCORDANCE WITH THE APPROVED DENSITY. EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. EXTEND 1.0' BEYOND BACK OF CURB SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO (WATER PROTECTIU@I ORDINANCE SECTION 17-204G.) 15. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLEg CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE SLOPE IS 2:1 (WORIZONTAL:VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO TYPICAL PAVEMENT DETAIL THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-2078.) BE ACHIEVED, - THE DENSITY CONTROL STRIP. 16, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC FOR INTERIOR DRIVES AND PARKING RIVANNAH WATER AND SEWER AUTHORITY (RWSA) NITARY SEWER NOTES CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. - 20. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 17. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE NOT TO SCALE 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL CONSTRUCTION INDUSTRY (29 CFR PART '1926), DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 ' WATER AhJD SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, 18. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF 'THERE ARE ANY DISCREPANCIES WITH WHAT IS CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, - 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND �_ CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. EXISTING 40 R--O-W WIDTH AS NOTED NOTIFY THE OWNER t@J ORDER I'0 DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SLJChI GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE TESTING OF THE CONTROL STRIP. 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. VARIABLE PAVEiV1ENT WIDENING PRIOR ,TO THE START OF CONSTRUCTION. 19. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL 21. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON 2.0 I �- CO %`O r -- THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA TO ACHIEVE 13.0 WITH ON SEPT. 15, 2010, OR THE NEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED OF THE EXCAVATION 70 DETERMINE THE TYPE AND CONDITION OF THE FACULTIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. WEST SIDE OF BLUE RIDGE AVE. 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING r WIDENING PER VDOT STD WP-2 SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE-TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. SEE SHEET C6 FOR WP-2 DETAIL EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATIO@! DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VARIABLE EXISTING IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE, CG-6 CURB PAVEMENT WIDTH STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND 3. & GUTTER FROM 15 EOP TO EOP FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES .722. 26' FC TO FC 22. THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. IDETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL 1 .� -6.0 WEST SIDE EAST SIDE SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING OTHERWISE BY RWSA IN WRITING. v 6 BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND :•.�� 0$ 2.08% _ - `� RWSA APPROVAL OF THE 814STING PLAN. GROUND MONITORING DURING BLASTING AND A PRE-BLAST SURVEY �� % e STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK 1S ENCOUNTERED AND MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING -1191111= ?iT-r=;' - CAST-IN-PLACE BOX 15 PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) i I Lgi I I-TCI AND/OR PRE- AND POST-CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED rr 3 JOO Prj�---'`-II III=1I u-'-, ,- : ii 'tI-I �/ INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. '-II�lT'-1 II1 �_�IIHF11ff" c IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION DAMAGE ,TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION CONCRETE SIDEWALK -°� Ili�li'\_21-13 2' SM-9,5A ASPHALT STABILIZATION SHALL BE DETERMINED BY THE ENCINEER AND APPROVED BY VDOT. AT NO ADDITIONAL COST TO THE OWNER. WEARING SURFACE 10. THE CONTRACTOR SHALL, OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A EXTEND BASE COURSE23. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR BASE COURSE THE APPROVAL LETTER. THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE 1.0 BEYOND BACK OF COMPACTED TO 95% 24, VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON I- CD `o M SPRING LINE OF 'THE EXISTING PIPE. CURB STANDARD DENSITY THESE PLANS AND/OR AS SPECIFIED BY VDOT. c� Q `� 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SUBGRADE COMPACTED 25. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS \ ri SAMPLES APPROVED PRIOR TO PARKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED cv � METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF 10 95% STANDARD DENSITY PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA, o CD J o THE PUBLIC WATER SYSTEM. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER `-1 U U 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL- BE RECORDED PRIOR TO PLACING THE NEW FACILITIES [�j GRADING IS MOSTLY COMPLETE. a a w INTO SERVICE. A UE RIDE AVENUE pm cv 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES a 3 5 U BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.- SECTION IMPROVEMENT i-- m O O 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. _ � = p NOT TO SCALE °- o z z LL F-• -i L.1 LLil o � !:� 7- (f) a V) TM55C-00-B APPROXIMATE CENTER LINE LOCATION OF POTENTIAL FUTURE GREENWAY TRAIL. GREENWAY CROZET CROSSING TRAIL TO BE LOCATED, PLATTED, DESIGNED, AND CONSTRUCTED BY THE DEVELOPERS OF WEST GLEN (SEE SP201600003). VUE REALTY PARTNERS LLC AGREES TO COOPERATE �OtWUNITY ASSOCIATION, IN4. WITH WEST GLEN FOR THE LOCATION OF FUTURE EASEMENTS SERVING THE WEST GLEN DB.2228,P. 122 PROPERTY, SUBJECT TO THE APPROVAL OF VUE REALTY PARTNERS LLC'S LENDER(S), R6 RESIDENTIAL AT THE DISCRETION OF THE LENDER(S). COMPLETION OF THE EASEMENT AND CONSTRUCTION 0� `� v j VACANT OF THE TRAIL ARE NOT REQUIRED FOR DEVELOPMENT OF THE VUE. IPF \ ` `�1 7g NN 1 oo CROZET DEVELOPMENT SOLUTIONS, LLC. `DB.3447,P.218 ` APPR&IMATE LOCATION - R6 RESIDENTIAL 100 -YEAR FLOOD ZONE AE-- VACANT F L R. M. 51003CO229DNN DATED FEBRUARY 4, 2005 N.N. Vim. !V`` - .. - T M56A 1- 1-25 IPF \ �S V�V - - -- CROZET DEVELOPMENT SOLUTIONS, LLC 00 LOT 1, WAYLAND DIVISION 4. 131 SEE PLAT DB2 65, P. 344 R6 RESIDENTIAL VACANT LLJ O.` `*. jj0�0 11 •" — i• •.. NI 001 \ �• \ \ \ \ 70 \N �` TIW56AI-1-26 \ \ ` \ �'� ���\ MICHAEL J. MARSHALL o ty !1✓ �t� �'` \ l __ \ L> � ALICE R. MARSHAL ., oe \ .vim Baa , LOT 3, WAYLAND DIVISION <� ,<S \5' \ ` �� \dam s., `� \ DB.2057 P. 159 \ �` R6 RESIDENTIAL SINGLE FAMILY ` `- SSM/7�Ry ,r - --` NN /PsO, {� 7 f \�� `` ti's, \\ TM56A 1- 1-268 W i 99 POST / / \ r� ,Q\ \ ��c�. O� ` \`�� \`� M/G'HAEL J. MARSHALL N0 / / \ �3 `\ `� ��O s� \� ' \ ` AL/CE R. MARSHALL121 f LOT 4, WAYLAND DIVISION DB. 1553,P. 166 Ro RESIDENTIAL O i VACANT_'-.--- 0� TM56A I --1-30 04, �� �, \ `� MICHAEL J. MARSHALL \ gyp` 4 ,� 950 �Q \ � ALICE R. MARSHALL �`N72 1 �s N'N -' ` LOT 5, WAYLAND DIVISION 20 SAN/TARY A%'S G /PS t WE O !� �` `' �� , \', cA ; \ �` 5� DB. 1 160, P. 496 TM56A I - 1-31 + + DS 940 pEASEMENT — �' ` >> O O q\ z �j Rs RESIDENTIAL MICHAEL J. MARSHALL 61 7 �'r��`\ q N A\ ,,�j �\\ VACANT ALICE R. MARSHALL j I SHE A N O �#. ..�.. 5g ti � 3 DB. 1 160, P. 496 - � , rM56A 1- 1- _ i R6 RESIDENT/AL DB.241 P.214 IPF, , I � a 56. ` g� !VACANT 0 Rs REsrDENrrAL i ;� o o ` 2�''� ? TM56A 1- 1-3C?A IPF 1 _ `SINGLE FAM/L Y 10 Cl m0 �a0� ; ' \ MICHAEL J. MARSHALL to � w 5 2 9 ALICE R. MARSHALL 5 ! r QyJEREA9d�1/� LA NE - I / A LOT 6, WAYLAND DIVISION cv _ & i� ✓ O ZELLER cfl - l� x i a j 31 e A3 l R B. RESIDENTIAL �° s� T;JSs4 7 TM5'6A BE 1 _ - J SABER rnC) _ - O , Lo `Z CJS` Q 7� �,,� 13 VACANT �� i �DE.2194,P.658 DB. -590, P. 4742 ^a `\, to ' , 2,` �l \ ro �� O' 2 - �� g 1 R6 RES. ®�5- A 1 �. 3328 IPF 9 n , 0 3 051 ` J g SINGLE FAM. R6 94 j 'z 12 k0 3g \ / �' IPF z t?ES/DENTIAL S/NGLE FAMILY} y Z� w s`� x,06 13>'� �� 15 6 / �� kQ Sa72',�5 34, IPF SSE"10 33'c 53 2 43 g Lk 293. s3' 1 34 C' 'k o�1 i > \ ,\\5 538$, 3g Oj o 60 3g�9 �A ��� \ 515 �1J8N \ IPF `` '�\ F v5' ,� 0 N34'08' 13 E , 06 � T _ 1 15 �C i i 33. IPS �Isr .1 \ �~ `, � � ��` �� l� \. NOWOAC'' FO A4ALLY � 1w 5 CROZET DEVELOPMENTN J Sp .SOLUTIONS, LLC PROPERTIES � N.O , ii DR.4650, P.576 '' 0 IPS \ ` .2 1.298 ACRES Q.: R6 RESIDENTIAL �h V! ' \ A� 3�a tiT -1,7 I pF �� ,O C� 1� i \ DASHED PROPERTY LINES ` TO BE VACATED TYPICAL CURVE DATA I� 1V56°09 '07 "W Cl- R=332, 15' A=49'57'00" O� \ csa ,31 y�1 �\ ` IPF -20 ..-.��. IPF 164. ARC=288.99' TAN= 154.36' �\ VyC� 9'02 6-1,\ as �, 1 TM56-6A CHD=N 17'20 20"W 279.96' �\ ' � IJP 171.\ \ \~, \ S33`5CI 53„f YIOW OR FORMALLY 53,3'5654 „W \`\ � ' ,,� 86.27' r1r � ''ARAN M. MAUPIN DB. 1230,P.471 —VARIABLE WIDTH IPS \ `` \\ 0.556 ACRES RWSA WATER LINE VARIABLE R. W S.A. r R6 RESIDENTIAL i EASEMENT TM56-7 X7,1 mss' \\SANITARY SEWER IPF r SINGLE FAMILY � D8.3912, P. 563 WILLIAMr1iJ. HUNT P S 1©j `' EASEMENT \ r q APPROXIMATE CENTER LINE LOCATION OF POTENTIAL FUTURE GREENWAY TRAIL. GREENWAY O di r 9 r2 D& 3912, P. 555 q TRAIL TO BE LOCATED, PLATTED, DESIGNED, AND CONSTRUCTED BY THE DEVELOPERS OF O KELLY V. HUNT �d,S� �p�c�� �l carte` S5s'44'12"W SURVEY NOTES WEST GLEN (SEE SP201600003). VUE REALTY PARTNERS LLC AGREES TO COOPERATE 03.2532,P, 643 � ' Sfi�srOo / �� `o `-' \ mercy ri . ' 42.08' WITH WEST GLEN FOR THE LOCATION OF FUTURE EASEMENTS SERVING THE WEST GLEN R6 RESIDENTIAL. ' o'L-��� x �`\ / \ 1. DATA SHOWN HEREON FROM A CURRENT FIELD SURVEY PROPERTY, SUBJECT TO THE APPROVAL OF VUE REALTY PARTNERS LLC'S LENDER(S), M SINGLE FAMILY i %' o *-� - �2� 1 AT THE DISCRETION OF THE LENDER(S). COMPLETION OF THE EASEMENT AND CONSTRUCTION xi ' � � - � - � ` 3 7 2. PROPERTIES SHOWN ARE WITHIN LICKINGHOLE CREEK WATER SUPPLY OF THE TRAIL ARE NOT REQUIRED FOR DEVELOPMENT OF THE VUE. � 0�� �� � � 54- IR WATERSHED � WATERSHED AND SOUTH FORK R/VANNA WATER SUPPLY WATERSHED, Ip, P /�o �' 1 5 20' A.C..S.A. STREAM VIRGI CORP ' 1 q.1 • "V4 1 .SANITARY SEWER J. THE ,,TREAM BUFFER SHOWN HEREON SHALL 8E MANAGED IN ACCORDANCE 0 RQ --� `- 0 N, EASEMENT WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. V< �O�ID I ENi�� P MUT � EN7 ` g1 0 \ DB. 979, P. 132 4. PROPERTIES ZONED R--6 RESIDENTIAL. PORTIONS WITHIN 100 YEAR FLOOD HAZARD OVERLAY DISTRICT (FH) AND PRESERVED STEEP SLOPES. A ��A�2 �'4�0�pPIg A5E�Ap �AT�p�•3 I V)`A �p 6g p. SAP Rf0 ��,� \ \ C2—R= 1 172.58' A=3'50'06' Gv SRT pg.3g '�I[7TN \ \ \ CHD=N79`809'05 'W 76.46, JA \PIE31_1� VA z 0 F__ n W L-) R W d N Tc0%, Ci O oj z 0 F__ n W L-) R W d CD r\ cv C) o I CNI c\j 0 r�7 z T d Ld rn n � z m U D 0 O II w U U) T I N t- v U ' 4o 'i CD z Ll -1 yob CD r\ cv C) o I CNI c\j 0 r�7 z T d Ld rn n � z m U D 0 O II w U U) T I MAC = POR770N OF Tms50-J-x ,.am^uaE5� THE DENSE WOODS IN THIS GENERAL SECTION OF THE PROPERTY CONSISTS OF 75% DECIDUOUS AND 25% EVERGREENS. THE EVERGREENS ARE MORE PROMINENT WITHIN THE FLOODPLAIN AND ALONG THE CREEK BOTTOM AND CONSISTS PRIMARILY OF CEDAR TREES, THE DECIDUOUS TRESS CONSIST PRIMARILY OF OAKS, HICKORIES AND POPULAR. Alo cj c- UARSHALL ALICE' R., MARSHALL � o 17 71 lo 01 MME AND W KELLY v. HuNr ox Gl/ THE DENSE WOODS IN THIS GENERAL SECTION 0F THE PROPERTY-'---- . CONSIST OF 75y� EVERGREENS AND 25% DECIDUOUS TREES THE EVERGREENS ` `` ^� \ ` ' � ~~ `` `\ �\ ' \ \ ~+^\ � ` � `` ' o9'` CONSIST PRIMARILY OF CEDAR TREES AND THE DECIDUOUS TREES CONSISTPRIMARILY OF OAKS, HICKORIES AND POPULAR, 41 ~~- \, ~~. `` \ \ ��`` `-� \ ` `\ � `/`� / ��' / ' ' � \ sq 4. �or Ass' .55 1 00 15 667, OUT'6�5 73 6,9 zz INV. IN;z666 76 666.39 \ / / _^ L=/o /- o/ - ��-- ' ' - ~ V. ^ INV. 68 VV8.20 � / k 675,52 rO 89 41 mi � � � CD Ln m co — o � � CD r | 0 ci M m u - CD ' 0- �� im Lij hu � � u � UILI + � > o " o ' ^ ' Z o ° � � OO m � 0 � -z ul � .� ��`� m� �> � > mi � CD Ln CD � co — o � CD r | 0 ci M m u - CD ' 0- �� im hl hu � CD Ln CD � — o � CD r | 0 ci M m u - CD ' 0- �� r::� ;7 hl hu � � u � UILI + � > o " o ' � ' Z o � m OO m � 0 � -z ul OPEN SPACE LINE TABLE NO. SEARING, DISTANCE Ll S9°37 56'E 28.81' L2 553'08'43"E 17.70' L3 S28°38'50'E'' 45,67' L4 5 17°55'31 "E 1 1.53' L5 5462959 "E 3.3.38' —T6 S26°31 '49'E 19.37' L7 526"31 '49'E 23.43' NOTE: SEE ARCHITECTURAL PLANS BUILDING DIMENSIONS TYPICAL APARTMENT BUILDING FC AND OVERALL DIMENSIONS BUILDING USE: SPACES REQUIRED: MULTI FAMILY RE 1.5 SPACES PER 2.0 SPACES PER TOTAL NUMBER OF 1 BED ROOM UNF TOTAL NUMBER OF 2 BED ROOM UNI, TOTAL SPACES REQUIRED: (1.5 x 4E SPACES PROVIDED: SPACES DELINEA- H.C. PER ADA =- TOTAL PROVIDED ALL SPACES ARE 0'x 18' UNLESS OTI- 9TIT -I oft -01-410W E 5 TAINING WALL L i :CHNICAL ENGINEERING, P.C. UNDER SEPARATE FOR DETAILS OF RETAINING WALL DESIGN AND (RUCTION (TYPICAL) CLITIES J, z Z m CD C) CD coCD CD V') clq c) rn C) CD I CN ICN (y) CD C14 I 0 0 Lij z c) Ln m Ln 0 m > (D n LJ LLJ LLJ 0 cf) C) cn 2016 ROAD & BRIDGE STANDARDS WP -'2. -.. ADJACENT TRAVEL L,ri:EASPHALT FAV UE'Ii 'NDEFIRJ^. .- 12 .K r DGF CE (i511t PAV, �, F)FTU0NED 'N F`I U) TACK COAL THE PROPOSED - CONSTRUCTION J71+1T EXISTING ASPHALT LAYERS / PROPOSED ASPHALT LAYERS EXI;TIN; C, S, —PROPOSED SU33ASE �1 COMPACTED SUPGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBA'>E AND REPLACE MCH PF:OPOSE ASPHP.Lr t"J:DENN!G I_:iYERS PROPOSED ^:I'.1111v1U1.1 1'/2 INCH THICK ASPHALT SURFACE COURSE= (SEE NOTE ;;) ,.. MINIMUM 12 INCHE, Oil GREATER AS NECESSARY 10 ABUT TIME FULL THICKNESS OF EXISTING ASPHALT LAYER'S A; DE-ERM'':1NED BY GOP,- (SEE NOfC 3) NOTES: L ASPHALT PAVEMENT WDECI'NG SHALL HAVE A PAVF':ENT GESIGN IN ACCCRCANC'E `KITH CURRENT VDOT PRCCEDURE> AND 3F APPROVED BY THE EN' WEER. 2. THE PAVEVIEHr UPSGII FOR ASPHALT PA/ !'.ENT IIDENI IS SHALL VEET nil EXCEED f -I: DEPTHS AND TYI` n HE LAYERS CF Ex ST:M� PA/EA6ir. SUB URVACE Dt AINAGE OF FTE EXISTI! VD Ptr POSED PAVEKi, 0r SHAIL B_ ADGRES�ED IN WE PA'VEMEp I I'. -I 'N 3. A Y.L.IMUM OF THREE COJREHALL BE TAKEN ALONG a+E CENTER OF THE ADJACENT TRAVEL LANE TO DETERMNNIHE T CPE AND THC IC C» OF EXISTING PAVEMENII LAYERS H'E- (ORFS SHALL BE SPIE D 110 `CRE THAN 500 FEE! APART. 4. THE DJACENT TRAVEL LA- H '_I- BE `TILLED A :1NKUM GEPTn CF 1'12 INCHES AND R—LACED AITH AN ASPHALT SURFACE COURSE TO %iATCH THE PROPOSED PAVELIENT N/IDENING SURFACE COURSE, UNLESG WAIVED BY THE E1ICIXFFR. ,,. THE ENC,NEER MA;! RECURS THE IVIT-LING DEPTH OF THE EXISTING PAVEVENT TO B_ ADJUSTED TO ACHIEVE AN ACCEPTABLE P,^-.'VEAM NT CROSS -SLOPE ARID EFFECTIVE 31LRFACE DRAINAGE. 6. EXISTING PAVEMENT MARKUNGS MIS MARKERS WITHIN THE FRO-:EC'T LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL CF THE ENGINEER. 7. FINAL TR,ANSVER;E PAVE%:.FllT TZ -IN SHALL CGNFO�-F,1 TO THE REOL'IRIVE�IIITS OF SECTION 315 OF THE SPECIFICATIONS' XCEPT THAT ALL JOINTS Ar TIE-IIJ LOCATI^NS SHALL BE TESTED USWG A 70 FOOT SrRAI G"HTEDOE :N ACC ' rl-I TELE REpU!REM1+ENCS OF SEC TInN '.; OF THE SPEC':FICATIOAIS. - vuu i ASPHALT PAVEMENT YVIDE�JING 5D`FEF "C°N ROAD AND BRIDGE STANDARDS SHEET I OF 1 REVr-ION DATE FOR WIDENING SUBJECT TO TRAFFIC 375 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION �� 2016 ROAD & BRIDGE STANDARDS BUILDING HEIGHT MEASURED FROM FINIAL GRADE AT FRONT OF BUILDING (TYPICAL) rn 7-7 Cn •' �4 1. '. iii y \ � M TSI - cu M I9 �, z 0 CD < \ \\ P, MATCH LINE SEE SHEET C7 NEW 6.0' SIDEWALK m MATCH LINE SEE SHEET C7 CROSSWALK (TYP) --- ti >9D (TYP) � a -- < c > < �r� < ter? L _ 0 2b � 0 - -a m 0 NEW 6.0' SIDEWALK —'"'`— POOL DECK ---,\ I a`rl m C 19 co m CD C -- , 0 C ^? O w � G i" "n 1 0 co ' 1 1 4- I I _ Fye00 p -J'� }CD yV^.gJy�J �J /W'�y �c %? : ! IN a-+ 02 U ' a W KIOSK 22 t ff - ��J•' �wT 3._L.�I, 8 rrl Vis. �� L�t� p� . r -I S•w � *1? W u C4 ACCESSIBLE ° 00 UNIT (TYP) iK �fl 7-1 �-Tl - 0 FTI m Co Mz a -Ti C/OFri ; F 'i FTI cc) 0 m CD CD(D r 0 00 z r1 G-) OUTDOOR PATIO f-' C` I __ AREA Wf FIRE PIT CD 0-1 o—) C) > m MATCH LINE SEE SHEET C7 CROSSWALK (TYP) --- ti >9D (TYP) � a -- < c > < �r� < ter? L _ 0 2b � 0 - -a m 0 NEW 6.0' SIDEWALK —'"'`— POOL DECK ---,\ I a`rl m C 19 co m CD C -- , 0 C ^? O w � G i" "n 1 0 co ' 1 1 4- I I _ Fye00 p -J'� }CD yV^.gJy�J �J /W'�y �c %? HVAC UNIT SET 4.5' OFF BUILDING FACE ON 3.0' SQUARE CONCRETE PAD (TYPICAL) cnni : ! IN a-+ 02 U ' a W KIOSK HVAC UNIT SET 4.5' OFF BUILDING FACE ON 3.0' SQUARE CONCRETE PAD (TYPICAL) cnni 24' (TYP) MAIL a-+ 02 U ' a W KIOSK t ff - ��J•' �wT 3._L.�I, 8 Vis. �� L�t� p� . r -I S•w � *1? W ACCESSIBLE ° 00 UNIT (TYP) �fl -Ti C/OFri ; 'i 0 m r1 G-) OUTDOOR PATIO f-' C` I __ AREA Wf FIRE PIT CD o—) C) > tel 24' (TYP) \ \ cocf) ®n -- n s Jp— RETAINING WALL I co IM E9I.IN�... COVERED PORCH t\� � � \ '1 -�-�- .�m .._._. RETAINING WALL D- _-_ _�._..�_ _�. - .-- �. _-_• 25' FRONT i MAXIMUM �SETB�ACK � .° —oo \ MINIMUM TRAFFIC CONTROL SHALL BE VDOT TCC -6.1 FOR SUBGRADE VDOT CG -12B -- RETAINING WALL 1: \\ �\ PREPARATION, AND FOR CURET & GUTTER AND SIDEWALK CONSTRUCTION, SEE SHEET 20 FOR B RAMP 0 \ USE VDOT TIC -23.1 FOR MILLING AND PAVEMENT INSTALLATION. SITE DISTANCE PROFILES 0 5 FRONT MINIMUM SETBACK > 1 NEW 6.0' SIDEWALK NEW 6.0' SIDEWALK L�AOI mop- IL \1 � NEW CG -6 CURB GUTTER . 4�" WIDTH, 1,5 DEEP, SEE SHEET 2 FOR 1`(PICAL SECTION OF 311.12 TO CENTER LINE OF NEW CG -11 ENTRANCE W 12" SAW CUT PER WP -2 TYP NEW CG -6 CURD &GUTTER SITE ---- - �' FLUE RIDGE AVENUE WIDENING 35' RADIUS RETURNS , (TYP) OVERLAY WITH NEW ASPHALT DISTANCE = 307' c� Y._ -� JARMANS GAP ROAD PER DETAIL ON SHEET 2 & to 297,M_aOLWP 2-DiAI! TtilIT S _ __ _. __ __ ���_ �— _ _—_ _ _ __ — -- - _ � Cif T,_ ___�. ._ _ _ —_ - \ I 1 a I.. U RIDGE AVE T � � � _ _ � N _ _ ��. Lli ..._ _---.�___W__ �_ _u _._- _ _ I m POSTE SPEED LIMIT '" 11 j �' II I t� 1 VDOT CLASSIFICATION - UNCLASSIFIED� 1 `�' PAVEMENT WIDTH VARIES 15' TO 22' -1 LLJ cr) 0 v) a-+ 02 U ' a W ff - ��J•' �wT 3._L.�I, 8 Vis. �� L�t� p� . r -I S•w � W ° 00 \ \ cocf) ®n -- n s Jp— RETAINING WALL I co IM E9I.IN�... COVERED PORCH t\� � � \ '1 -�-�- .�m .._._. RETAINING WALL D- _-_ _�._..�_ _�. - .-- �. _-_• 25' FRONT i MAXIMUM �SETB�ACK � .° —oo \ MINIMUM TRAFFIC CONTROL SHALL BE VDOT TCC -6.1 FOR SUBGRADE VDOT CG -12B -- RETAINING WALL 1: \\ �\ PREPARATION, AND FOR CURET & GUTTER AND SIDEWALK CONSTRUCTION, SEE SHEET 20 FOR B RAMP 0 \ USE VDOT TIC -23.1 FOR MILLING AND PAVEMENT INSTALLATION. SITE DISTANCE PROFILES 0 5 FRONT MINIMUM SETBACK > 1 NEW 6.0' SIDEWALK NEW 6.0' SIDEWALK L�AOI mop- IL \1 � NEW CG -6 CURB GUTTER . 4�" WIDTH, 1,5 DEEP, SEE SHEET 2 FOR 1`(PICAL SECTION OF 311.12 TO CENTER LINE OF NEW CG -11 ENTRANCE W 12" SAW CUT PER WP -2 TYP NEW CG -6 CURD &GUTTER SITE ---- - �' FLUE RIDGE AVENUE WIDENING 35' RADIUS RETURNS , (TYP) OVERLAY WITH NEW ASPHALT DISTANCE = 307' c� Y._ -� JARMANS GAP ROAD PER DETAIL ON SHEET 2 & to 297,M_aOLWP 2-DiAI! TtilIT S _ __ _. __ __ ���_ �— _ _—_ _ _ __ — -- - _ � Cif T,_ ___�. ._ _ _ —_ - \ I 1 a I.. U RIDGE AVE T � � � _ _ � N _ _ ��. Lli ..._ _---.�___W__ �_ _u _._- _ _ I m POSTE SPEED LIMIT '" 11 j �' II I t� 1 VDOT CLASSIFICATION - UNCLASSIFIED� 1 `�' PAVEMENT WIDTH VARIES 15' TO 22' -1 LLJ cr) 0 v) I'\A (-- I ---d L- I r-11 F-- S3 E= F::- :ES- F --i E= = --F G E3 BUILDING HEIGHT MEASURED FROM FINIAL GRADE AT FRONT OF BUILDING (TYPICAL) JEREMIAH LANE 10' PRIVATE R -O -W D.B. 155, PG. 422 20' ACSA SANITARY SEWER EASEMENT DB.940,P.61 JEREMIAH LANE r0PRIVATE R -O -W D.B. 155, PG, 422 0 8 N'- Co z o 0 ct 7D w CD D @) > cl\j W CD w W —J LN < w 0 m ry -i z C) hI 1 m cl) �7. U II m > Lii z Lai 0 I— z LJ 1-- m -i Li Ld I -- CL- 0 < Co z o 0 ct 7D w CD D > cl\j W CD w W —J LN < w 0 m ry -i z C) hI Co o 7D CD cl\j CD LN 0 0 ry CD z C) hI 1 m cl) -3 U II m > Lii z 0 I— z LJ 1-- m -i Li Ld I -- CL- 0 < NOTE: A MINIMUM OF 2% OF MAILBOXES MUST BE ACCESSIBLE BUT NOT LESS THAN ONE (1) (I.E. MOUNTED BETWEEN 15"-48" IN HEIGHT ABOVE 12 SURFACE FOR FOWARD APPROACH AND BETWEEN IN HEIGHT ABOVE FINISHED SURFACE FOR SIDE APPROACH. PER SECTION 228.2 OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN (AMERICANS WITH DISABILITIES ACT (ADA)) AND SECTION 11093 OF THE 2009 IBC (INTERNATIONAL BUILDING CODE). VitaITNI Cluster Box Unit - Type IV —30 1121±— CD 0 0 0 0 0 0 0 0 0 47 3/8' _0 62' 61 1/2' El ry 13 El 38, 14' FRONT VIEW SIDE VIEW 14 1/2' PEDESTAL T T 4' 12' 1 1 1 1 1-10, � 12' PEDESTAL BASE BOLT PATTERN DOOR CHART rORTYPE _7� D DIAAENSION(HEiGHT. WIDTH) NOTES: # Ground Floor Units 7 10' PARCEL 1 10-1/4' x 12-13/161 I 200 7 2 300 7 1. This unit is approved for USPS and private applications. PRODUCTSEe. vital CLUSTER BOX UNIT 3 500 2. Decorative mailbox accessories sold separately and are 600 7 7 - 700 USPS approved products.ODEL 3 - - 7 7 63 3. CBU pedestal should be installed with included Rubber Pad; 14 T;aolM, 0..1 1570-13 REV A I I mounting hardware not included, refer to installation manual for recommendation. man ring empany CALE NONE I -AST REV DATE 9/26/2012 4. Florence "IF" series CBU is Officially Licensed by USPS. 5935 Corporate Drive * Manhattan, KS 66503 DRAWING NUMBER 1:12 MAX DRAWN BY LicenseCDSEQ-08-8-0012 # www.florencemailboxes.com (800) 275-1747 1570-13CS 0 AFD X A GIBRALTAR INDUSTRIES COMPANY LLJ Z C:) LIJ DETAIL OF ACCESSIBLE MAIL BOX NOT TO SCALE Two tests have been established to determine site impracticality. Because of its topography and the character of the development proposed, the Site Analysis Test has been applied to determine the site feasibility of The Vue. The following summarizes the process and findings of this test: Step A: Calculate the percentage of total buildable area of the undisturbed site with a natural grade less than 10% slope. Total area of the site: 21.854 acres Buildable area of site: 6.276 acres = 273,382.6 s.f. Area within the buildable area with slopes < 10%: 3.799 acres = 165,484.4 sJ. Step B: Calculate the percentage of accessible units Percentage of site area with slopes < 10%: (100%) x (165,484.4 s.f./273,382.6 S.f 60.53% Total number of ground floor units proposed = 63 units 63 units x 0.6053% = 39 ground floor units required to be accessible. Step C. Additional covered units In addition to the number of units required by the preceding analysis, all ground floor units must meet the design requirements of the Guidelines if they are served by a planned building entrance which is on an accessible route, i.e., on a walkway having a slope no greater than 8.33% between the planned entrance and a vehicular or pedestrian arrival point. This requires the builder/developer to review the site plan a second time to determine if additional accessible routes and/or entrances have been created that will increase the number of covered accessible units. Whenever accessible routes or entrances have been created to provide access to the minimum required number of Units, any additional units that may be served by those entrances also must meet the requirements of the Guidelines. rhe units proposed for The Vue may be summarized as shown in the following table: Building # 100 # Ground Floor Units 7 # Ground Floor Units on Accessible Route , 7 200 7 2 300 7 3 400 7 3 500 7 4 600 7 7 - 700 7 3 800 900 -TOTAL 7 7 63 4 7 40 Based on the site and practicality analysis, 39 units are required to be accessible for the buildings listed. This number has been exceeded by one unit. �'J 0 0- ACCESSIBLE MAIL BOX HANDICAPPED PARKING SPACE RESERVED W1 ACCESS AISLE — — — ACCESSIBLE ROUTE �A CROSSWALK 0 0- -a 4yV 4 �2' RESERVED 6.0' fll-A m �A 31, l- ---#--8.O' MAX LA 5. 5. 8.0' MAX -i - Q0 C:) U-) '.p ON C14 - �D -a In co -A 70 4yV 4 �2' RESERVED 6.0' fll-A PARKING 6.0' MIN 31, l- ---#--8.O' In co -A 70 ks - RAMP TyPE 6 4 490, ?0& NOTE: ALL CURB RAMPS SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND LENGTH DEPENDENT FACILITIES (ADAAG) SECTION 4.7, ON LONGITUDINAL SLOPE OF CURB LINE SHOWN ON THE DRAWINGS IS IN CONFLICT WITH ADAAG REGULATIONS THEN THE ADAAG REGULATIONS SUPERSEDE AND GOVERN, 4yV 4 RESERVED 6.0' fll-A PARKING 6.0' MIN 31, l- ---#--8.O' MAX LA 5. 5. ks - RAMP TyPE 6 4 490, ?0& NOTE: ALL CURB RAMPS SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND LENGTH DEPENDENT FACILITIES (ADAAG) SECTION 4.7, ON LONGITUDINAL SLOPE OF CURB LINE SHOWN ON THE DRAWINGS IS IN CONFLICT WITH ADAAG REGULATIONS THEN THE ADAAG REGULATIONS SUPERSEDE AND GOVERN, & % j ->0 0"', & 'S 00 f Ru b o �47 X @< CURB HEIGHT LENGTH DEPENDENT ---- ON LONGITUDINAL 00 SLOPE OF CURB LINE 6 C6 BEGIN FULL 6" CURB HEIGHT 2.0' FROM WALK INTERSECTION SIDEWALK GRADE & PAVEMENT GRADE SHALL MATCH IN THIS AREA. ZERO CURB REVEAL. DETAIL OF CONCRETE ACCESSIBLE RAMP TYPE B < ACCESSIBLE DUMPSTER UNIT SHALL BE EQUIPPED WITH DOOR HARDWARE THAT IS EASY TO USE AND OPERATE AND IS WITHIN THE REACH RANGE OF A SEATED, WHEELCHAIR-BOUND INDIVIDUAL AS PER THE FAIR HOUSING ACT ACCESSIBILITY GUIDELINES (FHAAG)] d . . . . . . .68" 4 E 5 A -SIDE 01 B-SIDE 0 `�/ C -SIDE 0 D -MAX HI E-DUMPS11 NOTE: PLS ZZ ZZ: ZZ zz� Q4P DETAIL OF ACCESSIBLE IDUMPSTER NOT TO SCALE 1.5'R SIGNS SHALL BE MOUNTED ON A POST 4yV 4 RESERVED 6.0' MIN MIN PARKING 6.0' MIN 31, l- ---#--8.O' MAX LA 5. 5. 8.0' MAX -i - Q0 C:) U-) n ON C14 - �D CD C) RAMP @ I I RAMP 0 IN U, 1: 12 MAX CD C) 1:12 MAX C14 0 P:l 0 X LLJ Z C:) LIJ LO M 00 ME BEGIN FULL 11 BEGIN FULL BEGIN FULL 6" CURB HEIGHT > CURB HEIGHT 04 a 0 SIDEWALK GRADE & PAVEMENT GRADE SHALL MATCH IN THIS AREA. ZERO CURB REVEAL. HEIGHT 0" -Al L DEI OF CONCRETE ACCESSIBLE RAMP TYPE A N -T -S & % j ->0 0"', & 'S 00 f Ru b o �47 X @< CURB HEIGHT LENGTH DEPENDENT ---- ON LONGITUDINAL 00 SLOPE OF CURB LINE 6 C6 BEGIN FULL 6" CURB HEIGHT 2.0' FROM WALK INTERSECTION SIDEWALK GRADE & PAVEMENT GRADE SHALL MATCH IN THIS AREA. ZERO CURB REVEAL. DETAIL OF CONCRETE ACCESSIBLE RAMP TYPE B < ACCESSIBLE DUMPSTER UNIT SHALL BE EQUIPPED WITH DOOR HARDWARE THAT IS EASY TO USE AND OPERATE AND IS WITHIN THE REACH RANGE OF A SEATED, WHEELCHAIR-BOUND INDIVIDUAL AS PER THE FAIR HOUSING ACT ACCESSIBILITY GUIDELINES (FHAAG)] d . . . . . . .68" 4 E 5 A -SIDE 01 B-SIDE 0 `�/ C -SIDE 0 D -MAX HI E-DUMPS11 NOTE: PLS ZZ ZZ: ZZ zz� Q4P DETAIL OF ACCESSIBLE IDUMPSTER NOT TO SCALE 1.5'R SIGNS SHALL BE MOUNTED ON A POST 3" OR ATTACHED TO BUILDING DIRECTLY IN FRONT OF PARKING SPACE. MOUNT NO 2- LOWER THAN 4 FEET NOR HIGHER THAN _1 11 7 FEET FROM THE PARKING SURFACE 2" TO BASE OF THE LOWEST SIGN. 2" FOR SPACE DESIGNATED ON PLAN AS 6" AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM 1 INCH 2 HIGH LETTERING MOUNTED DIRECTLY BELOW "RESERVED PARKING" SIGN. PROVIDE PENALTY S100 -S500 FINE TOW -AWAY ZONE SIGN WITH 1 INCH HIGH LETTERING DIRECTLY BELOW "RESERVED PARKING" OR "VAN ACESSIBLE" SIGN. DETAIL OF HADDICAPED PARKING SIGN NOT TO SCALE F R M 4yV 4 RESERVED N PARKING _ 31, (Ij 3" OR ATTACHED TO BUILDING DIRECTLY IN FRONT OF PARKING SPACE. MOUNT NO 2- LOWER THAN 4 FEET NOR HIGHER THAN _1 11 7 FEET FROM THE PARKING SURFACE 2" TO BASE OF THE LOWEST SIGN. 2" FOR SPACE DESIGNATED ON PLAN AS 6" AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM 1 INCH 2 HIGH LETTERING MOUNTED DIRECTLY BELOW "RESERVED PARKING" SIGN. PROVIDE PENALTY S100 -S500 FINE TOW -AWAY ZONE SIGN WITH 1 INCH HIGH LETTERING DIRECTLY BELOW "RESERVED PARKING" OR "VAN ACESSIBLE" SIGN. DETAIL OF HADDICAPED PARKING SIGN NOT TO SCALE F R M ?"4 N ct�> (Ij Q0 C:) U-) n ON C14 - �D CD C) I I IN M N CD C) C14 0 P:l 0 X LLJ Z C:) LIJ LO M 00 ME 0 11 tII M > 04 a 0 C; > CD (Ij Q0 C:) U-) n ON C14 - �D CD C) I I IN M N CD C) C14 0 P:l 0 X LLJ Z C:) LIJ LO M 00 ME 0 11 tII M > _j CL a 0 C; ROM THE CONTRACTOR SHALL PROVIDE BOTH SKILLED I INSURE POSITIVE DRAINAGE IS MAINTAINED AT ALL AND THE OWNER SHALL NOT BE HELD RESPONSIE OF THE DRAWINGS THAT LEADS TO BIRD BATHS Ik THE CONTRACTOR IS ADVISED THAT LOCALIZED WA BE NECESSARY TO COMPLY WITH MAXIMUM 2.0% ( SLOPES WITHIN THE PARKING LOT HANDICAPPED S ACCESSIBLE MAILBOX AND DUMPSTER LOCATIONS - z 0 Fy ry z Ln CD Ff CD LLJ F- :D z > Z) all CD 0 W c:) LL - w W -J CD F - rco CD CD w Lo m 75: Ln CD CD Oj CIA all CD 0 c:) LL - 0 CD rco CD CD Lo m 75: m > 0 0 CL z -j Li LLJ m < cn to MATCH LINE SEE SHEET Cll "s 6, tz) owo '(7) 1�71 q) CD (D- I V) II 0 U) (D U) 7L) (A U0 0 V) LA V) CA 22 r, -i F,,i U� lzl0) Q0 9-1 m (Y- r rp 71 CD U) m cf) Ul L71 c -n C7) xG 0)6 U) rrl CD _T] N U) ul, 171 / �jc m F -I CD M 0 -TV oj F r "I -A MATCH LINE SEE SHEET C 1 1 co (o tl CD v) u) CDiI) co r , ", Q0 > �774_i F T C) i�-, o, w CD co N:l 4i % . I (:)o (-A (A n C) 7 CA co c) Cn 0)1 C7 (1-4. <ID fy) 0) OF ol to zo cl� V) I (D -.� ; � � r? � � I ,,.i � � _ o Via' / p � � o �a -I �, rJ � -i-U --� - aj ICY) - G7 F G) U) rTj A m 4- -LIT c: rut m Co x c� Q-) ul II C'o m 41 (D C) U) ? 6, ,tu r) P tJ jut co C07:6 ul CD S •41 r-)% _-A < 19 !C;l T31 -T -1, _40 LI) (fl > -Z:j X/1 >< 0 0 CD 215% 2.- % 41 W c Ci Cl 0 0 CIO ED ---I il - ", '2 -AS �j C, Cc ds cr o O 0 XNy VANti t. Ul iS I s; C-1 Cc 0) sr) -u co coo C)o 70 (J) T3 U D C0 T 91 1 K) IV ...... j YP) t.0 r) T/C09 ACCESSIBLE ROUTE (T C) 9.26 c•j _�U CA > to _TJ Q0 Z), (A CD 7u rJ c, Ul C C) _lD CD 4.107. f U, I <11 to to - - J, -- L -- -I- -� - I/ - __ 1. 1 -_ 111 1 -1 - 11 1 lZt J) 21 CD MAIL P, cl Zo if P, owlSKv) 02, tS1 ID vt -6 N X (it •-4 b C: C) v), r+i G') If POOL DECK 00 V1, q CD U) r) (A al <D Q0 ca X 4 CY) S 00 cl,• cf� 4_1 A 0-1 710') CD I 116i It �7,1 -1 .�A c -n -- , I :�j w cl CD :T T I'D (D Ul 7 to 04 W U40jLJ — Cti Z 31 D p �_l CD cp 0 m w i- cq 0 _J 0 W 0 Of jo I (0 C) O to 04 W �� Cti Z D @) CD 1.1 0 m w i- cq 0 _J 0 W n" m _j Li 14e _j CJ Cf) � U) Lid 4 ti> > I (0 C) O 04 W 6 Cti Z D CD 1.1 0 m w i- W _J 0 W m _j Li (0 C) O 04 6 Cti h- 0 cr_ CD 1.1 CD m 0 Li _j Cf) � U) --r---'`�•""`! TIL I LiTi r ii I.� -- �: :: ' ., SECTION DETAIL B -B - BUILDING PAD GRADING FOR CUT LOCATIONS t! LOOR {-r�' l 1-rll -ri 7r1 t— -r�77...�. • ; jj { , I [ Ui Ply o L .r VEL tU 1 �{'lf.Ii�, i� •'``� - f ! r -1 '77: L1.3 -n- 1 It - � /t i I C F t I I� - v • t s �r IT ill —� LOWER LEVEL t E t �•�+��ti�`�'i Com. `�c J- . f .X�.. SECTION DETAIL B -B GRADING FOR 1st FLOOR BUILDING PAD - CUT/FILL LOCATIONS h. .5. — -- q ---- -- \I„1IX - -- SECTION DETAIL A -A - BUILDING PAD GRADING FOR FILL LOCATIONS 9) 3 .1 ho Y i J Aj I 00 co 1! a �a 41 3 to Qr 'k Xki { e, ... .,... .. .9.. �. .. Y9 CIb t�� L;:: b7: zW Z(35 o 1 :c1 � ,� n i:. i""� Y. � .�ryi,}.. .-� »'iii J1}•+� • •� / r i r � I•� ' i ` 1 � �Ii# � '.,, }G7k (II:.�Ii�t+lElt�tt�r j�t[,S i�Ij r�{t {i� /f + i � r (3 II i��_-�� 4 f�' E E f�.k i. � k� �1� il; 1 •i j1 �.�.��' �-r t .�tH SECTION DETAIL A -A - BUILDING PAD GRADING FOR FILL LOCATIONS 9) 3 .1 ho Y i J Aj I 00 co 1! a �a 41 3 to Qr 'k Xki { e, ... .,... .. .9.. �. .. Y9 CIb t�� L;:: b7: zW Z(35 o 1 :c1 � ,� n i:. i""� Y. � .�ryi,}.. .-� »'iii J1}•+� • •� / CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF TI- EXISTING IEXISTING RWSA 12" WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT DURING CONSTRUCTION AND TAPPING. 2. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE C MATERIAL OF THE 12" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA S BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CON APPROVED BY RWSA PRIOR TO THE TAP. 3. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION C SLEEVE. THE TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING Ti TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER Al SLEEVE AND ALLOWED TO SET BEFORE THAT TAP IS MADE. 4. PRIOR TO MAKING THE TAP, THE TAPPING SLEEVE SHALL AND VALVE SHALL BE SUBJI PRESSURE TEST. THE TEST PRESSURE SHALL BE TWO HUNDRED (200) PSI OR ONE THE ANTICIPATED WORKING PRESSURE OF THE LINE, WHICHEVER IS GREATER FOR A i MINUTES WITH NO PRESSURE DROP. 1. ALL CONNECTIONS TO ACSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FI E. 2. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUC ACSA IN WRITING PRIOR TO CONSTRUCTION. 3. ACSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE 0 4. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF ACSA STAFF. 5. GROUTING OF MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRi FOR A SMOOTH TRANSITION OF FLOW. 6. EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION EACH RESIDENTIAL APARTMENT BUILDING WILL BE EQUIPPED WITH A FULLY AUTOMATIC NFPA 13R. THE CLUBHOUSE AND MAINTENANCE BUILDING WILL BE EQUIPPED WITH A SYSTEM PER NFPA '13. ALL FIRE DEPARTMENT CONNECTIONS (FDC'S) ARE LOCATED A` AND C14 WHICH IS BUILDING FRONT OR ADDRESS SIDE OF THE BUILDING. ALL FDC'S AN EXISTING OR PROPOSED FIRE HYDRANT. 2. KNOX BOXES WILL BE REQUIRED ON EACH BUILDING. OWNER TO COORDINATE WITH TI FIRE MARSHALLS OFFICE FOR LOCATIONS. givil PR "It 0% 1. ALL SEWER LATERALS SHALL BE 4" PVC SDR 35. SITE CONTRACTOR SHALL PROVIDE CLEANOUT ASSEMBLY AND MAKE CONNECTION TO PLUMBING CONTRACTORS STUBOUT. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF UTILITY PENETRATIONS. 2. SITE CONTRACTOR SHALL INSTALL DOMESTIC WATER SERVICE LINE AND FIRE SERVICE LINE TO WITHIN 5 FEET OF THE BUILDING FACE AND MAKE CONNECTION TO THE PLUMBING CONTRACTORS STUBOUT. WITH CONNECTION TO ACSA SANITARY -SEWER MANHOLE BLUERDGAVE 1-2 AS A MINIMUM FOLLOW RWSA CONNECTION NOTES THIS SHEET SEE SHEET 13 FOR LARGER SCALE PLAN VIEW AND SHEET 20 FOR PROFILE VIEW. RWSA :R LINE A (B" TAPPING SLEEVE OTES THIS SHEET. .AN VIEW AND SHEET 19 ITER LINE WITH TEST 0 0i I 0 I m 0 Q w t- n I L,a I— u r- (0 co o n CIA CD I Jl� N N co o r.4 h t; C7 C7 CC h� m cv II w (0 co o n CIA CD I N N o r.4 h C7 C7 CC 0 m cv II w O O w I -- Li Lli O Q Z tJ) n to / / / / / / / / /97? / / � / / / / 05 1-6. GATE VALVE |-F�H. \ . 1-6" 90' BEND 0 5ST NIvroTR12DiCblo 4111mpo cmo Q, ,^ ir co LJ LL LLJ Ij CQ 3 4" 1—BLOWOFF GAT VA P ASSEMBLY TYPE K SOFT COPPER 1-6" 90* BEND 1 —BLOWOFF ASSEMBLY 1-4" GATE VALVE SERVICE LINE TO BUILDING AFTER METER FT PRIVA)E JPVC BLAZEMASTER FIRE FDC FSL---*ff FTE GATE VAL�E. SIZE PER SPRINKLER SYSTEM DESIGN PLANS SERVICE LINE TO BUILDING AFTER 4" DOUBLE DEIECIOK CHECK VALVE GATE jVALVE. SIZE PER SPRINKLER INSIDE B�ILDING REQUIRED ON DESIGN PLANS FIRE SERVICE LINE SYSUTB�LME DETECTOR CHECK VALVE X, INSIDE BUILDING REQUIRED ON la CD f\j 00 . rl N/i T<__H L| �-J E :!�3EE S�H EET rm,*/c Cr.^ "uZo,IA=."` ..=- , SERVICE LINE T0 BUILDING AFTER 4 GAT[ VALVE. SIZE PER SPRINKLER SYSTEM DESIGN PLANS DOUBLE DETECTOR CHECK VALVE INSIDE BUILDING REQUIRED ON FIRE SERVICE LINE CH RESIDENTIAL APARTMENT BUILDING WILL A� �OU|���� VV|TA � FULLY �U����T|� SPRINKLER — -- -- - -- -- EQUIPPED �~ '''... '` . ~��. '`~.�.,'`.., = .,,,.,�,_., SYSTEM PER NFPA 13R ALL ARE DEPARTMENT CONNECTIONS /FD(`'S\ NOTED 1^ CORP STOP & 1^ TYPE K SOFT COPPER TO 1 " METER | / �� --- --- --- --- --- --- Qo CD c'D CD Lli ED Llj 0 CL 0 LiJ _j LLJ 1. ALL ROOF DRAINS CONNECTING DOWN SPOUTS ARE 4' ADS N-12 KD 1.04% MIN 5LOPE, ALL HORIZONTAL HEADER ROOF DRAINS ARE 4" ADS N-12 @ 2.00% MIN. SLOPE OR 8" ADS N-12 1 COORDINATE DOWN SPOUT DRAIN LOCATIONS W/ ARCHITECTURAL PLANS, 3. AT LOCATIONS WHERE ROOF DRAINS CHANGE DIRECTION BY 90', UTILIZE 2-45' BENDS W/ MIN. 2' STRAIGHT PIPE BETWEEN. 4. UTILIZE WYE FITTINGS TO CONNECT INDIVIDUAL ROOF DRAINS TO BRANCH DRAINS. TEE FITTINGS SHALL NOT BE USED. 5. PROVIDE AREA DRAIN AND INCORPORATE INTO ROOF DRAIN SYSTEM WHERE SHOWN WITH A 0SYMB0L. AREA DRAIN SHALL BE AS MANUFACTURED BY NYLOPLAST. USE 8" INLINE DRAINS OR DRAIN BASINS YV/ 18" CAST IRON PEDESTRIAN GRATE. OUTLET PIPE SHALL BE 8 -INCH. SEE DETAIL ON SHEET C31. 6. WHERE ROOF DRAINS DISCHARGE ONTO THE GROUND PROVIDE A 2' WIDE BY 3' LONG SECTION OF NORTH AMERICAN GREEN C350 MATTING. STORM SEWER PIPES STR PIPE RUN DESCRIPTION 1-0 FROM TOP IN OUT CIA m ClIj CD � ' o u_ |`` � n o CD z � � Ljj 684.99 m_ LLJ {] m u 3 CB -74 CURB GRATE 685.51 685.41 697.26 < m 686.19 | cJ | | «) �� | ][ 01 686 97 fFM 6) 6 692.34 [FM FM 1 687.47 696.92 7 -622.34 692.88 692.78 697.69 8 693.58 693.48 697.50 9 N/A 698.13 702.05 690.13 689.47 694.71 690.83(8 RD) 14 CAPITAL FOUNDARY CB -74 CURB GRATE 694.69 �47' RD 692. 1 0 FM 28 '15 MH- 1 691,86 691.76 697.13 16 CAPITAL FoUNDARY CB -74 CURB GRATE 6�-5.-70 (4" RD 692.14 692.04 697.34 17 692.83 FM 32� 693.83 R 18 692.73 699.70 18 694.94 �Flvl 19) 694.94 FM 30) 694.84 702.85 19 SEE SHEETS C18 AND C19 FOR PROFILE NBN OF STORM SEWER SYSTEM \ \ STORM SEWER STRUCTURES STIR NO TYPE INVERTS TOP IN OUT CIA m ClIj CD � ' o u_ |`` � n o CD z � � Ljj 684.99 m_ LLJ {] m u 3 CB -74 CURB GRATE 685.51 685.41 697.26 < m 686.19 | cJ | | «) �� | ][ 01 686 97 fFM 6) 6 692.34 [FM FM 1 687.47 696.92 7 -622.34 692.88 692.78 697.69 8 693.58 693.48 697.50 9 N/A 698.13 702.05 690.13 689.47 694.71 690.83(8 RD) 14 CAPITAL FOUNDARY CB -74 CURB GRATE 694.69 �47' RD 692. 1 0 FM 28 '15 MH- 1 691,86 691.76 697.13 16 CAPITAL FoUNDARY CB -74 CURB GRATE 6�-5.-70 (4" RD 692.14 692.04 697.34 17 692.83 FM 32� 693.83 R 18 692.73 699.70 18 694.94 �Flvl 19) 694.94 FM 30) 694.84 702.85 19 695 695.71 704.41 20 696.61(4" RD) 696.61 696.51 704.34 21 701.60(4" RD) 701.60 700.00 705.52 22 701.90 701.80 705.82 23 702.61(4" RD) 702.51 706.43 24 695.87 695.49 701.51 698.77 27 MH -1 695.55 8 RD 695.45 702.25 28 CAPITAL FOUNDARY '8-74 CURB GRATE 69-3.05 FM 24 69305 FM 27 9 692.95 696. 97 29 N/A 694.18 698.10 32 CAPITAL FOUNDARY CB -74 CURB GRATE 694.32 693.22 698.45 33 4.50 697.06 670.11 669.01 675.50 36 DI -313 677.95 677.85 681.57 37 L=6.0' 700.78 699.61 707.53 DI -38 N/A 710.60 716.47 o*n. ucVV. umc \ o '7 �Q0m � CD Cu o | | CIA m ClIj CD � ' o u_ |`` � n o CD z � � Ljj (D Lr) m_ LLJ {] m u � cn � o � o 17 = - LLJ� > 0 � o U2 < m � {} � -z | cJ | | «) �� | ][ 01 T C18 & C19 FOR PROFILE VIEW :T C27 FOR MITIGATION PLAN LEVEL SPREADER SEE DETAIL ON SHEET C27 NEW 20' ACSA SANITARY --- SEWER EASEMENT / / / f ,f , Jkloj=100-10-1-grAllyl—RON MATCH LINE SEE SHEET C17 E3 Z W a CTS <� o z O 1— m tY Lij C) N' N u CD cu 100' r � CL al > __.. ... � cti o m CD Ld p m QL Q O n �> O N O N CD cu 100' ... al __.. ... � m CD O N O U N 1I LLl Cn LLI Q U N CD cu 100' al __.. � m CD Ld p m QL Q O U N 1I LLl Cn LLI Q U &I nc� l r c L-�{ aim U p Qj° xI _Y -C ZZ/ �A (STTR IQ c ol� 4 02 all Cl) 4%# v - Ark -CIS 67 V �010 LEVEL SPREADER SEE DETAIL 096- 16 ON SHEET 'ZI C27 R 30 _b /0,0 AN 69i 60 X /xy 1� Yl y j �W ep, All V ­w 96� t -0) 06 Cl) vp.� ` t-) // --�`vl/ V) V 0� Q� 4 All x '67 ®R 5 /7 Ift —i r 010 4F IH (29 6V­ 69� N_ 4f N A A. STIR {��'''C J(/ .� � ,�O p�' STR 7 " 6 Ll �--45 J. 4" INV=701.64 @ RD 2.00% i , -INV=702.561 -7 17- INV=702.561 C) :116 X 4 UO 0p, kv 37, ' STR ' \� I J 5 'ltr Cn od -0:9 C?o FT -1 Tj 0 4C, 4 'W — ON Tj F !:Fl _01�) -Tj wi) 00, 7-1 _21 4-5 _ _ Is � 8 1­�j C) CD CD CG Nj C) CD (�4 L-) lz co �A QD F �17 7. Cf) 692.38 R - RD @ 11. 18% 07 15"x4" WYE 2 2 L. FF, 4". RD INV- __.. zaZ, oCD CD !10 I 0 LJ w z F- W ............. CL 0 z (j) Cl) ME 0 0_4 4 N M, w n - < :2 w m CD 0 oJ C114 1 0 u cr) I CD C14 0 0 0 CD C7 71 CD C14 C m Lli LJ m L_ 3: m to 11 -u �2 Ld > 0 CL r.0 N .0 0 YJ 0 w z F- W CL 0 z (j) Cl) ME z (j) dr ;F 0 w < :2 w m CD 0 oJ C114 1 0 u cr) I CD C14 0 0 0 CD C7 71 CD C14 C m Lli LJ m L_ 3: m 11 �2 Ld > 0 CL 0 YJ 0 I RWSA z 0 I- V) LLJ n u n . I In 4e Z yy cq hCG 0:11 CD N CD CN >/ y 7 EXISTING 8" PVC ACSA J \'( % t EXISTING POLE `� A ( ! � y✓ 4 'k.r e SAN. SEW. LINE TO BE RELOCATED Al cr CD (D 1 LL 'IV 0 co (DLC rc CD W m -)3 v EXISTING 8" DI RWSA SAN. SEW. LINE II L m A , / - CONNECTION TO EXISTING POWER SYSTEM -j Z BEGIN UNDERGROUND CONDUIT. 1x C) NOTE: POWER, PHONE CABLE IN SAME z PRIOR TO INSTALLATION OF ANY UTILITY CONDUIT COORDINATE LOCATIONS DITCH WITH INDIVIDUAL UTILITY COMPANIES. CONDUITS FOR POWER SERVICES SHALL NOT COLOCATE WITHIN WATER, 7 SEWER OR STORM SEWER EASEMENTS. 17 0:11 CD CD CN of CD I CD (D 1 CIA 0 co (DLC CD Z CD W m v II m > C) z Q v -r D U) C) (�o) (�S) EROSION CONTROL LEGEND ESC SEQUENCE OF CONSTRUCTION - PHASE_ - 1. AS THE FIRST STEP IN IMPLEMENTATION OF THIS EROSION AND SEDIMENT CONTROL PLAN, IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY PROVIDE TOP SOIL & TEMPORARY _ SYMBOLS TO REVIEW THIS PLAN IN DETAIL WHILE BECOMING FAMILIAR WITH THE SITE PRIOR TO COMMENCING WORK. THIS WILL INCLUDE A REVIEW AND SEED ON DIVERSION DIKE SOIL BOUNDARY (TYP) UNDERSTANDING OF THE SWPPP, THE POLLUTION PREVENTION PLAN, AND THE MITIGATION PLAN. IMMEDIATELY UPON INSTALLATION 2. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE OWNER/DEVELOPER, AND THE APPROPRIATE STAFF FROM ALBEMARLE COUNTY AND (TYP ALL DIKES) SILT FENCE -- VESCH 3.05 ANY OTHER NECESSARY AGENCIES AS DETERMINED BY THE COUNTY AND THE OWNER/DEVELOPER. THE LAND DISTURBING PERMIT SHALL BE ISSUED CONSTRUCTION ENTRANCE -- VESCH 3.02 AT THE PRE -CONSTRUCTION CONFERENCE AS LONG AS CONSTRUCTION INSPECTION FEES ARE PAID AND EROSION & SEDIMENT CONTROL SECURITY 9P HAS BEEN RECEIVED BY THE COUNTY. NO LAND DISTURBING ACTIVITY SHALL OCCUR PRIOR TO THE ISSUANCE OF THE PERMIT. Q� \ LIMITS OF CLEAR & GRUB c» CULVERT INLET PROTECTION - VESCH 3.08 3. UPON CONCLUSION OF THE PRE -CONSTRUCTION CONFERENCE AND FORMAL AUTHORIZATION TO COMMENCE LAND DISTURBING ACTIVITIES, THEQ PROPERTY LINE. SHOWN GENERAL CONTRACTOR SHALL UPGRADE THE EXISTING GRAVEL DRIVEWAY FOR THE HOUSE LOCATED AT 1194 BLUE RIDGE AVENUE AS DIRECTED �'\�'� \ OFF PROPERTY LINE FOR -� ��� - j RR RIP -RAP - VESCH .3.19 BY THE COUNTY INSPECTOR SO THE DRIVEWAY CAN ACT AS THE INITIAL CONSTRUCTION ENTRANCE. THE GENERAL CONTRACTOR SHALL EXERCISE �\' \ CLARITY ONLY -. --- as OUTLET PROTECTION ION -VESCH 3.18 EXTREME CARE TO INSURE THAT NO MUD TRACKING OCCURS ONTO BLUE RIDGE AVENUE. C'r / 4�./ ao TEMPORARY DIVERSION DIKE - VESCH 3.09 4. THE NEXT STEP IS TO BUSH HOG THE EXISTING BRUSH AND CEDAR TREES TAKING EXTREME CARE NOT TO DISTURB THE GROUND SURFACE. r �� --� - / / f f / �' f f\ ,%� 8 - 5. THE NEXT STEP IS THE INSTALLATION OF ALL DOWN GRADIENT SILT FENCES GENERALLY ALONG THE 100 -YEAR FLOOD PLAIN LIMIT AND ALONG THE °��/ / TEMPORARY SEDIMENT BASIN VESCH 3.1 / DOWN GRADIENT SIDE OF THE SANITARY SEWER AND STORM SEWER EASEMENTS. (, \ /"�''/' f; f �s f \ - / LIMITS OF CLEARING GRADING 6. THE NEXT STEP IS TO BEGIN INSTALLATION OF THE SEDIMENT TRAPS, SEDIMENT BASIN, DIVERSION DIKES, TEMPORARY CULVERTA, AND ROCK CHECK ,q% r j / jj' \`Y _, �, ' / / „®� SOILS BOUNDARY DAMS. CARE SHALL BE TAKEN 70 ONLY DISTURB WHAT IS NECESSARY TO ACCOMPLISH THIS TASK. THIS STEP WILL INCLUDE THE ESTABLISHMENT OF � \ � � � /l (-�-- ���--`�� � ! \ THE TOP SOIL STOCK PILE, MASS GRADING ACTIVITIES WITHIN AND ADJACENT 'TO THE FOOTPRINTS OF BUILDING 800 AND 900 TO GENERATE THE NECESSARY \ ,\� \' �' / / L_ -I.. d w -�-- �s \ \ !l�, / ro TOPSOILING - VESCH 3.30 FILL DIRT FOR THE SEDIMENT BASIN AND SEDIMENT TRAPS, AND THE CONSTRUCTION OF RETAINING WALL A & B BECAUSE THE STRUCTURAL S`- �~r� � - �" 1 " I \• � • \ \% GEOGRID EXTENDS WITHIN THE FILL AREA OF THE SEDIMENT BASIN. APPLY TEMPORARY SEEDING IMMEDIATELY TO ALL TRAP & BASIN EMBANKMENT'S TEMPORARY SEEDING - VESCH 3.31 AFTER COMPLETION, STRIP TOP SOILS ONLY IN THOSE AREAS NECESSARY FOR THE ESTABLISHMENT OF THE PERIMETER CONTROLS. 7. BUILDING DEMOLITION CAN ALSO BE INITIATED AFTER INSTALLATION OF THE SILT FENCE DOWN GRADIENT FROM THE EXISTING BUILDINGS. s; ;,'t \ -`'f ` �. I Ir� \ \ \ `' ` '� ! SURFACE ROUGHENING ROCK CHECK DAMS - VESCH 3.20 - VESCH 3.29 \ 4 `,� `\` TEMPORARY SEDIMENT TRAP - VESCH 3.13 - \ ! \.. ., TEMPORARY SLOPE DRAIN - VESCH 3.15 STORMWATER CONVEYANCE CHANNEL - VESCH 3.17 l l) \ \ \\ \ o\. \ \; "\ \ is LEVEL SPREADER - VESCH 3.22 \ \ G1 --3.0'---� ITCH SECTION 'A -A' NOT TO SCALE FILTER FABRIC UNDERLAYMENT LASS A--1 Klw- w<rP LINING PROVIDE FIRE SUPPORTED SILT FENCE ALONG FLOODPLAIN (TYPICAL) SEDIMENT TRAP DATA SCS _ TOP ELEV BOTTOM ELEV STONE OUTLE ELEV WIDTH OF OUTLET BASE OF STONE LENGTH WIDTH 1 0.48 S❑IL MAP S❑IL NAME DEPTH TO BEDROCK DEPTH DEPTH T❑ SEASONAL ER❑DI$ILITY PERMEABILITY SHRINK -SWELL UNIT - 683.23 WATER TABLE 3 0.52 677.50 674.00 POTENTIAL 17 CRAIGSVILLE LOAM >60' >61 SLIGHT 2,0-20 IN/HR LOW 36D - HAYESVILLE LOAM >60" >6' SEVERE 0.6--2,0 IN/HR - LOW i✓ LOAMS, (15 TO 25% SLOPES) fT� -4 2 cr HAYESVILLE LOAM 36C LOAMS, (15 TO 25'/. SLOPES) >60'" >6' SEVERE 0.6-2,0 IN/HR LOW 7B BRADDOCK LOAM >60, >6` MODERATE 0°6-2.0 IN/HR LOW - --3.0'---� ITCH SECTION 'A -A' NOT TO SCALE FILTER FABRIC UNDERLAYMENT LASS A--1 Klw- w<rP LINING PROVIDE FIRE SUPPORTED SILT FENCE ALONG FLOODPLAIN (TYPICAL) SEDIMENT TRAP DATA TRAP DRAINAGE NUMBER AREA _ TOP ELEV BOTTOM ELEV STONE OUTLE ELEV WIDTH OF OUTLET BASE OF STONE LENGTH WIDTH 1 0.48 688.38 683.00 687.38 3.00' 686.14 65 25 2 0.36 685.12 681.00 684.12 3.00' 683.23 1 90' 20 3 0.52 677.50 674.00 676.50 4.00' 675.50 _ 55' 25' TOP = ELEV. 1 0 �-- t.*, VDOT NO. 5 �y COARSE AGGREGATE BOTTOM ELEVATIO FILTER CLOTH UNDER STONE SEDIMENT CONTROL STF SEE DETAIL THIS SHEET 25YR WSE = 6951.35' 2YR WSE = 693.37' BOTTOM ELEV. = 689.00 SECTION VIEW N--T-S VDOT CLASS I RIP -RAP -- STONE OUTLET ELEV. BASE OF STONE ELEV. EXTEND RIP --RAP DOWN FACE OF EMBANKMENT WIDTH OF OUTLET STOP = ELEV. STONE OUTLET ELEV; EARTH EMBANKMENT i i 0j t } ; ��C` EARTH EMBANKMENT �' C� (JCrn T CD �') .. �`� )0 r r - STONE OUTLET ELEVATION VIEW DETAIL OF SEDIMENT TRAP.- VESCH 313 N -T ---S SEDIMENT TRAP MAINTENANCE INCLUDES REMOVAL OF SEDIMENT WHEN SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. THE STONE FILTER WILL BE CHECKED REGULARLY. 8 -_� TOP ELEVATION = 697.50' 48" PYRAMID TRASH RACK AS MANUFACTURED BY PLASTIC SOLUTIONS OR EQUAL TEMP. STEEL STRAPPING i 0.50' ' (� t ! - DIS,X y CD SCS SOIL \ \ , \ \ \ \., MAP UNIT �, , NsYP) ... , \ .l \ <\, \;IP 7 oz ;/i? ATF / DD SF 1 � ! � r \ s \s , �' ` \ , \ ter, `` :,'. ) ' i I i s 1 ., LIMITS OF CLEAR &: GRUB � � � � I � FLQODPLAiN-0 � `z\A. 1 \ ! , \ R EASEMENT ( - (., . ! I /-✓ LINE SHOWN OFF THOSE LINES 0 -\: \ FOR CLARITY ONLY / ( \�,\\l', / 1 <� ✓ ` ,: \. \ �,\.! J / / ``\. fFry4 7 f 1 9 CA vi 1 SF \ \ \\ •� 1 \``d \PROVIDE\LO \ ti•' l; ' >:..� ., CE / •, / '� JI ✓- 1. �\, �;\\ � \ `y `'� . \ ,,, :.:,\ 1� '.f,'.. ` e \ \ \ ` _,, \ -,� \ � , � J,::='/% / t , .;/_ /� 1 , `e \. A� Old / INV ---677.00 ---- _ \ TOP OF 88' LONG .. 6x6 RIDGID SPREADER40 PRESSURE TREATED I / BOARD. USE 4.0' LONG �• ! \ - ` `_ . z,. NO. 5 REBAR 018" O.C. S d'e ..4,`,/i'' \; `- \ \ \ �,� "/i / \ •� TO SECURE BOARD IN PLACE. fi <t�p \ _- II 7C 1 = p� 1° &_ T�.�` ; 'leX�,,`:,\, NV==676.00 BOTTO SPREAD R I - \ .rf /r'`\Jpi`\\, \ \ r{ MOF E \ �"' �-�..k� 1'`� �4° `rk� T� .� �\`-\ � � �! , . SEE SHEET 27 FOR PROFILE AND �' \ +� T_ �_ ` ` 'i/\`!�)%� �'O _r \'\, \ \ \ \ ' <: \ QI� \ �; p ` X :�jj 1\ \ Z) t - 1 \ USE EXISTING DRIVEWAY FOR DETAIL \ \.. 1/6' 3. \•,\.., C �.. \ \�. / \, \ \ r \ y CONSTRUCTION ENTRANCE WITH \ F ;;;' '�✓ \!p r\� \ \ ANY MODIFICATIONS AS REQUESTED \ , \: \ l \ \ �✓\ Von`\ \ \ \ '► :. \ ; " \ ay�''e .\ /1i� yF \ "\ \ Ce \� \ \ \; :': '` - / \ BY THE COUNTY INSPECTOR MINIMIZE LAND DISTURBANCE TO NO ` \ "�\ „�, ,,;,s►►'� \ \ `` \ , \ ' LIMITS OF CLEAR &GRUB MORE THAN 5 FEET FROM EACH , SIDE OF TOP OF DITCH \ ! ,� t,e\r/1 �� \` , y \ , r 5 �,f !' \ PROVIDE SILT FENCE DOWN GRADIENT \ s`\ /; FROM BUILDING DEMOLITION DD /-\, q i 4 , e 1 �.\ -' � "`��. PROVIDE TOP SOIL &TEMPORARY PROVIDE WIRE SUPPORTED SILT ` ,� e1 \ \r '►. `\ SEED ON DIVERSION DIKE FENCE ALONG FLOODPLAIN \ { ', : \ �aIMMEDIATELY UPON INSTALLATION \``! �_ \ (TYPICAL) � , j � ! \ � �, �� �:\ /`, !, � (TYP ALL DIKES) � � Off, TOP ELEV. = 694.50 \ �\ - s . -\ �� \ \ f% ' t PO\ STD. MH BASE ,� TOP,o74 a -- INV. 03 J'` "� = - =�. ✓ ;� 1. PHASE I LIMITS OF CONSTRUCTION WILL FOLLOW 6" PERFORATED POLYETHYLENE- - 4' -- -- ' _' - / INV. IN�667.93 THE LIMITS SHOWN, THE AREA SHOWN DOES NOT DEWATERING PIPE �A OUT=667 73 .1 Zz, _ �1�5 CF R i \!, REPRESENT AN AREA TO BE STRIPPED OF TOPSOIL. ,. 4.04" ORIFICE _ {NV 1N = 688.16 OPENING INV. = 692.22' L.F 15" ADS N-12 TO STR NO. 14 CONNECT 6" TO 4" W/ FERNCO COUPLING y4 2.00% - SEDIMENT CLEANOUT LEVEL = 699.54' CLEAR AND GRUB ALL TOPSOIL AND ' 2 {PROVIDE MARK ON RISER) VEGETIVE MATTER FROM AREA UNDER TRENCH EMBANKMENT. CONSTRUCT EMBANKMENT & BOTTOM OF POND = 689.00' CUTOFF TRENCH W/ CLAY MATERIAL FREE 4' ` CONSTRUCTED CUTOFF OF ROOTS, WOODY VEGETATION, STUMPS, SOD, `s ' OVERSIZED STONES, AND ROCKS. NO FROZEN SLOPES TRENCH W/ 1:1 SIDE OR WET SOIL SHALL BE USED. COMPACT EMBANKMENT & CUTOFF TRENCH TO 98% STANDARD DENSITY. COMPACT IN 6" LOOSE LAYERS. NOT -TO -SCALE NOT TO SCALE DETAIL OF TEMPORARY SEDIMENT BASIN NO. 18" OUTFALL PIPE INV. = 689.00' EX -DI L�6 TOP,6,73.96 1 IN_B66.76 8 INV. OU'r, INV. 666.39 OUT,667.66 It i�j EX -DI TOP, L=70' EY`n1A INV. 174.20 T X Di, C, d Op -6 �HOLe INV. `668.40 Od'=676 ¢' INV IN�9-0.2Ek­D OUT -668.20 d�dV. INS •75 dNV I _ 675.52 rOA,n 1 INV' OUr�669 55 69 INV OUT&67p 82 - INV' ? INV dN� /N_6 �4�1 OUT, 99 6 89 z O LL 0 Uy w n 0 LLJ Lv C-) C 0 1-, STRIP TOPSOIL AND GRADE ONLY IN THE AREA b 6 3 U' Ir JIMN Lj, -< ALL OTHER AREA WITHIN THE LIMITS IS JUST Cj) gill o FOR ACCESS TO ENABLE INSTALLATION OF THE CONTROL. 2. i✓ fT� -4 2 cr E&S MEASURES. ALL E&S CONTROLS WILL BE Ld LLJ INSPECTED DAILY BY THE SUPERINTENDENT. v co FOR A SCHEDULE OF MAINTENANCE REFERCD - TO THE NARRATIVE. QE THE COUNTY EROSION CONTROL INSPECTOR MAY a c ' LLJ O 9 ml 4, TEMPORARY E&S CONTROLS ARE NOT TO BE REMOVED C7 21 w n 04 yy WITHOUT THE PERMISSION OF THE COUNTY E&S 3 y w ADMINISTRATOR. 4 o 5. THIS IS A BALANCED SITE IN REGARDS TO THE o - 71 Z_ TOTAL EARTHWORK REQUIRED. NO OFFSITE GRADING _j o W > STRIP TOPSOIL AND GRADE ONLY IN THE AREA Ir JIMN Lj, -< ALL OTHER AREA WITHIN THE LIMITS IS JUST Cj) CL FOR ACCESS TO ENABLE INSTALLATION OF THE CONTROL. 2. THE PROJECT SUPERINTENDENT IS RESPONSIBLE cr STRIP TOPSOIL AND GRADE ONLY IN THE AREA Ir ALL OTHER AREA WITHIN THE LIMITS IS JUST ;rte. FOR ACCESS TO ENABLE INSTALLATION OF THE CONTROL. 2. THE PROJECT SUPERINTENDENT IS RESPONSIBLE STRIP TOPSOIL AND GRADE ONLY IN THE AREA SUFFICIENT TO INSTALL THE PERIMETER CONTROLS. ALL OTHER AREA WITHIN THE LIMITS IS JUST FOR ACCESS TO ENABLE INSTALLATION OF THE CONTROL. 2. THE PROJECT SUPERINTENDENT IS RESPONSIBLE FOR INSTALLATION & MAINTENANCE OF ALL E&S MEASURES. ALL E&S CONTROLS WILL BE INSPECTED DAILY BY THE SUPERINTENDENT. co FOR A SCHEDULE OF MAINTENANCE REFERCD - TO THE NARRATIVE. 3. THE COUNTY EROSION CONTROL INSPECTOR MAY a c REQUIRE ADDITIONAL E&S MEASURES DEPENDING O ON SITE CONDITIONS. ml 4, TEMPORARY E&S CONTROLS ARE NOT TO BE REMOVED C7 21 Ln n C\J ri WITHOUT THE PERMISSION OF THE COUNTY E&S 3 y w ADMINISTRATOR. I- o 5. THIS IS A BALANCED SITE IN REGARDS TO THE o - 71 Z_ TOTAL EARTHWORK REQUIRED. NO OFFSITE GRADING _j 0 EITHER EXPORT OR IMPORT IS REQUIRED. -.I w r-- L!J 0 C sn C> cn - TOO OFS (� U) Vl(* EROSION CONTROL LEGEND SYMBOLS MOM CONSTRUCTION ENTRANCE — VESCH 3,.02 ro TOPSOIL-ING — VESCH 3.30 PERMANENT SEEDING — VESCH 3.32 MULCHING — VESCH 3.35 -a CONSTRUCTION ROAD STABILIZATION - VESCH 3.03 — � / .NORM DRAIN INLET PROTECTION VESCH 3.07 —77 STORMWATER CONVEYANCE CHANNEL — VESCH 3.17 r .4 f �.�.s SEE SHEET C22 FOR TYPICAL SECTION MINIMIZE LAND DISTURBANCE TO NO MORE THAN 5 FEET FROM EACH SIDE OF TOP OF DITCH SEE DITCH SECTION 'A --A' SHEET C22 ESC SEQUENCE OF CONSTRUCTION - PHASE 11 1. UPON THE COMPLETION OF ALL OF THE PERIMETER CONTROLS SHOWN ON THE PHASE 1 PLAN, MASS GRADING ACTIVITIES CAN BEGIN. ALL PERMITER CONTROLS TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE COUNTY INSPECTOR. 2. STRIP TOP SOIL ONLY IN THOSE AREAS WHERE ACTIVE GRADING IS READY TO COMMENCE. 3. ONCE THE MASS GRADING IN NEARS COMPLETION AROUND AND ADJACENT TO BUILDING 900 AND THE CLUBHOUSE, SHIFT SHIFT THE CONSTRUCTION ENTRANCE TO THE LOCATION SHOWN ON THE PHASE II PLAN. 4. CONSTRUCT UTILITIES, UNDERGROUND CONDUIT, AND THE STORM SEWER SYSTEM AS CONDITIONS PERMIT. CONSTRUCT ALL ON-SITE RETAINING WALLS. 5. AS THE MASS GRADING CHANGES THE SITE RELOCATION OF THE DIVERSION DIKES WILL BECOME NECESSARY. COORDINATE WITH THE COUNTY INSPECTOR. 6. ONCE ANY PARKING LOT SECTION IS AT SUBGRADE ELEVATION AND UTILITIES HAVE BEEN INSTALLED PROVIDE THE GEOTEXTILE AND 4 -INCHES OF THE AGGREGATE BASE MATERIAL. THIS IS CONSTRUCTION ROAD STABILIZATION FOR THIS PROJECT. 7. THE CONTRACTOR SHALL STRIVE TO CONSTRUCT THE STORM SEWER SYSTEM AND SHALL WORK TOWARDS DIVERTING ALL ON-SITE DRAINAGE IN THE STONED PARKING LOTS TO THE PROTECTED INLETS. NOTES: 1. LIMITS OF CONSTRUCTION WILL FOLLOW THE PROPERTY LINE OF THE DEVELOPMENT OR THE LINE SHOWN INSIDE THE PROPERTY LINE. 2. FOR A DESCRIPTION OF SITE SOILS REFER TO SHEET C22 AND GEOTECHNICAL REPORT, 3, THE PROJECT SUPERINTENDENT IS RESPONSIBLE FOR INSTALLATION & MAINTENANCE OF ALL E&S MEASURES, ALL E&S CONTROLS WILL BE INSPECTED DAILY BY THE SUPERINTENDENT. FOR A SCHEDULE OF MAINTENANCE REFER TO THE NARRATIVE. 4. THE COUNTY EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL E&S MEASURES DEPENDING ON SITE CONDITIONS, 3. TEMPORARY E&S CONTROLS ARE NOT TO BE REMOVED WITHOUT THE PERMISSION OF THE COUNTY E&S ADMINISTRATOR. 6. THIS IS A BALANCED SITE IN REGARDS TO rHE TOTAL EARTHWORK REQUIRED. NO OFFSITE GRADING EITHER EXPORT OR IMPORT IS REQUIRED, cr) a o In m p o �l CD 0 0 0 C I 1 c 0') ` ] \�{t o C-14rK LL_ i oll o O m � N - TOO OFS (� U) Vl(* EROSION CONTROL LEGEND SYMBOLS MOM CONSTRUCTION ENTRANCE — VESCH 3,.02 ro TOPSOIL-ING — VESCH 3.30 PERMANENT SEEDING — VESCH 3.32 MULCHING — VESCH 3.35 -a CONSTRUCTION ROAD STABILIZATION - VESCH 3.03 — � / .NORM DRAIN INLET PROTECTION VESCH 3.07 —77 STORMWATER CONVEYANCE CHANNEL — VESCH 3.17 r .4 f �.�.s SEE SHEET C22 FOR TYPICAL SECTION MINIMIZE LAND DISTURBANCE TO NO MORE THAN 5 FEET FROM EACH SIDE OF TOP OF DITCH SEE DITCH SECTION 'A --A' SHEET C22 ESC SEQUENCE OF CONSTRUCTION - PHASE 11 1. UPON THE COMPLETION OF ALL OF THE PERIMETER CONTROLS SHOWN ON THE PHASE 1 PLAN, MASS GRADING ACTIVITIES CAN BEGIN. ALL PERMITER CONTROLS TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE COUNTY INSPECTOR. 2. STRIP TOP SOIL ONLY IN THOSE AREAS WHERE ACTIVE GRADING IS READY TO COMMENCE. 3. ONCE THE MASS GRADING IN NEARS COMPLETION AROUND AND ADJACENT TO BUILDING 900 AND THE CLUBHOUSE, SHIFT SHIFT THE CONSTRUCTION ENTRANCE TO THE LOCATION SHOWN ON THE PHASE II PLAN. 4. CONSTRUCT UTILITIES, UNDERGROUND CONDUIT, AND THE STORM SEWER SYSTEM AS CONDITIONS PERMIT. CONSTRUCT ALL ON-SITE RETAINING WALLS. 5. AS THE MASS GRADING CHANGES THE SITE RELOCATION OF THE DIVERSION DIKES WILL BECOME NECESSARY. COORDINATE WITH THE COUNTY INSPECTOR. 6. ONCE ANY PARKING LOT SECTION IS AT SUBGRADE ELEVATION AND UTILITIES HAVE BEEN INSTALLED PROVIDE THE GEOTEXTILE AND 4 -INCHES OF THE AGGREGATE BASE MATERIAL. THIS IS CONSTRUCTION ROAD STABILIZATION FOR THIS PROJECT. 7. THE CONTRACTOR SHALL STRIVE TO CONSTRUCT THE STORM SEWER SYSTEM AND SHALL WORK TOWARDS DIVERTING ALL ON-SITE DRAINAGE IN THE STONED PARKING LOTS TO THE PROTECTED INLETS. NOTES: 1. LIMITS OF CONSTRUCTION WILL FOLLOW THE PROPERTY LINE OF THE DEVELOPMENT OR THE LINE SHOWN INSIDE THE PROPERTY LINE. 2. FOR A DESCRIPTION OF SITE SOILS REFER TO SHEET C22 AND GEOTECHNICAL REPORT, 3, THE PROJECT SUPERINTENDENT IS RESPONSIBLE FOR INSTALLATION & MAINTENANCE OF ALL E&S MEASURES, ALL E&S CONTROLS WILL BE INSPECTED DAILY BY THE SUPERINTENDENT. FOR A SCHEDULE OF MAINTENANCE REFER TO THE NARRATIVE. 4. THE COUNTY EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL E&S MEASURES DEPENDING ON SITE CONDITIONS, 3. TEMPORARY E&S CONTROLS ARE NOT TO BE REMOVED WITHOUT THE PERMISSION OF THE COUNTY E&S ADMINISTRATOR. 6. THIS IS A BALANCED SITE IN REGARDS TO rHE TOTAL EARTHWORK REQUIRED. NO OFFSITE GRADING EITHER EXPORT OR IMPORT IS REQUIRED, cr) a o In m p o �l CD 0 z 0 0- v U) LLJ 0 0 0 C I 1 c 0') ` ] o o C-14rK LL_ i ir 0 0 0 Oj I 1 c 0') ` ] o o C-14rK LL_ i O m � N W m I O !— s 0 Il z � 0 CL z W r J Li W 0 J �C = (n C.: ] U7 PLANT ALL SLOPES STEEPER THAN 31 WITH LOW MAINTENANCE (NOT GRASS) GROUND COVER. - \ \ \ / .p �r' \ ^� \ El "T. �_�l pi, al T JIT AN 10 YA SF PI fit ul IV It SF "N V11 Nz, 16 Al�- \ � ' � \ \ | � y \ \\ TION - PHASE III ESC SEOUENCE OF CONSTRUC \ ` \ . 1. UPON THE COMPLETION OF THE STORM SEWER SY3T[M, STABILIZATION OF THE PARKING LOT WITH ilTl 1-f A�CRE�4JE BASE, INSTALLATION OF ALL INLET CONTROL DEVICES, AND POSITIVE DRAINAGE 0F SITEAie� RUNOFF TO THE STORM INLETS THE SEDIMENT BASIN CAN BE REMOVED WITH PERMISSION FROM THE COUNTY INSPECTOR. 2. UPON THE INSTALLATION OF THE FOOTING AND FOUNDATION WALLS OF BUILDING 500. AND GRASS ` ESTABLISHMENT ON THE UP GRADIENT FILL BANK, SEDIMENT TRAP NUMBER 1 AND TH[ AS�OC|ATED DIVERSION DIKE CAN BE REMOVED WITH PERMISSION FROM THE COUNTY INSPECTOR, SFj J. UPON THE INSTALLATION OF THE FOOTING AND FOUNDATION WALLS OF BUILDING 400' AND GRASS \ `AI ESTABLISHMENT ON THE UP GRADIENT FILL BANK, SEDIMENT TRAP NUMBER 2 AND THE A330C|4JED \ DIVERSION DIKE CAN BE REMOVED WITH PERMISSION FROM THE COUNTY INSPECTOR. \ . / 4. AS PART OF THE REMOVAL PROCESS OF SEDIMENT TRAP 1 AND 2 COMPLETE THE MITIGATION PLANTING SHOWN ON SHEET C27. -`~- 5. UPON THE INSTALLATION OF RETAINING WALL B AND C. AND THE ADJACENT SANITARY SEWER AND � �~ STORM SEWER SEDIMENT TRAP NUMBER J CAN BE REMOVED WITH PERMISSION FROM THE COUNTY INSPECTOR. ` \ O. REMOVE ANY SEDIMENT BUILD UP WITHIN THE LEVEL SPREADER DOWN GRADIENT FROM STORM \ STRUCTURE NUMBER 13. 7. UPON FINAL LANDSCAPING REMOVE ALL REMAINING EROSION CONTROL ITEMS WITHIN 30 DAYS WITH APPROVAL FROM THE COUNTY INSPECTOR. Cx-ol ToP Eta, 793 INV O��00 la zzz -000.76 T�666-39 1. PHASE U| LIMITS OF CONSTRUCTION IS JUST THE MINIMUM AREA NEEDED TO REMOVE THE SEDIMENT TRAPS AND BASIN AND PROVIDE FINAL LANDSCAPING. 2. FOR A DESCRIPTION OF SITE SOILS REFER TO SHEET C22 AND GEOTECHNICAL REPORT. J. THE PROJECT SUPERINTENDENT IS RESPONSIBLE FOR INSTALLATION 8c MAINTENANCE OF ALL E&S MEASURES. ALL BbS CONTROLS WILL BE INSPECTED DAILY BY THE SUPERINTENDENT. FOR A SCHEDULE OF MAINTENANCE REFER TO THE NARRATIVE. 4. THE COUNTY EROSION CONTROL INSPECTOR WAY REQUIRE ADDITIONAL E8cS MEASURES DEPENDING ON SITE CONDITIONS. 5. TEMPORARY E&S CONTROLS ARE NOT TO BE REMOVED WITHOUT THE PERMISSION OF THE COUNTY E&5 ADMINISTRATOR. G. THIS IS A BALANCED SITE IN REGARDS TO THE TOTAL EARTHWORK REQUIRED. NO OFFSITE GRADING EITHER EXPORT OR IMPORT IS REQUIRED. o LLJ oy m rm n o CDC14— o CD m | � | � o LLJ oy m rm n o CDC14— o m | � | � m o ci LJJ CD m �� ' 0 40"N 0 _ cz CD o 7f L0 m C14 m rm n o CDC14— o m | � | � m o ci LJJ CD m �� ' {} 0 _ cz CD o 7f L0 m C14 o m rm n o CDC14— o m | � | � m o ci CD m �� ' {} 0 _ cz CD o 7f L0 m C14 o Lli Li oo � � ` o � _ � o � o bi� m m < m � {} � -, m 1992 3.02 S"I"ONE CONSTRUCTION ENTRANCE 70, MIN. FA VEilE�7T TIMJMT , v(c i C fIU:AL) IDE ELEVAT[ON n MV, RUIUD 0 I @) T too CN _T 0 -11- C:) <e CN bFff t2 T 1. 13 73 Ism PAVEi'N I g Z/DDT 41 "osirrvi: URAINAZZ 11 ria M COURSE ACCREGME T SKDViENT TRAPPING RAPPING DEVICE Ld LO MUST EXT E-IXI FULL 'Mulli to I OK ��s 't io RF' -s PLAN VIEW II 12' WIN. I I ttl0 Neo P4 M > SECTION A—A 0 .7 .1v7 C; CRAIN SPACE SECTION B—B Source: Adapted from 1983Maryland Standards for boil firosion and Sediment ConArol, and Va. DSWC 111-9 1992 3.08 SILT FENCE CUL VE R 7' INLET SOMA` PROT] 'DTIIT,11aCr IS 6' M141MUM !F FLOW IS T04ARD 9As*,XMENT OPTIONAL STONE COMB IAA 11770N LOW "I'v p, p5? CR in CoU,­- To REPLAf;F 'jILf � FA IN' M(;H V1_VX11Y Cr` FLOW 45 EPEI`FD Source: Adapted from VD(Yf Standard Sheets and Va, DSWC Ill- 49 1992 I RPRAP Plate 3.08-1 Plate 3.024 1992 1992 3.05 1992 3.05 FFE"AICL' COATIS"TRUCTION OF A CONS TA" UCT ON 01i' A SILT -m[- sU1-)P01:,7,) prir[I pvinfon' o/ I E 'AVATL TRENCH S;, I Polls 1AND EXCAVATE 'A i'X-1," 2. STAPLE A'KE F,_ -ING TO THE POSTS I. SET S VA KES. 2. EM A 4" X 4" TRENCH UPSLOP, ALONG THE IN UPSLOPE ALONG'rilE LIFE Ole OF P o's, S. STAKES. IT -A ilw M", 5 _U $',F�c jITrT K IMP -5, === — - C__ N Milli] 1�� 1 STAPLE FlIXER MATERIAL 4. HACK'I'ILL AND COMPACT 'TO STAKES MNID EXTEND THE EXCAVATED SOIL, Yr INTO THE TRENCIL J. ATTACH TIE FILTER TO THE WIRE 4, SACXFILL AND COMP ACr THE - I - FENCE I�P`15 EXTEND if IN110 THE IPPNCH. it P Z Jill SHEM FLOW INSTALLATION (PERSPECTIVE VIEW) C Ql,. ri EXIENSiGM OF FAB!R0 AND VIRE NTO THE A FILTER R FABRIC A MI 4 POINTS A SHOULD 13E 1UGHEAR 1`11ANI POINT B. �ILU DRAINiWE"WAY INSTALLATIONT (FRONT ELEVATION) Source: Adapted from Inst at�iq 'L -'a Filler Source: Adapted from In 11 UL)n of Straw and Fabric Filter all g �Lf�.) rq�v �kLid � bLiq 1, B, ittLSherwood and Wyunt Plate 3.05-1 nLCoqiLrol, Sherwood Bit Wyant Plate 3,05-2 111- 24 111-25 7'1_;'A1fJ0J?z4RY 3t CSI DRZ, I Ll\f CORRUG."IfED METAL PROVM� It"'LET (COMPACTED) - j JJ CoLl-%R WATERPROOF SEAT. � Z__ 0 ZPROVIDE 0UME i� 6, snvJu,liw FL;uiEu v,w sLU,Apr , L __j SECTION' VIEW NOTE: SKDI.Miw;Mr MAY BE C0%TlZ1JL1,E0 %V OUM;T lF PONDING 'NitT, CREAIE PBUBLEMS EARTHEN' DITKE (COMPACMD) DIG' 11111 INTIM1110- I 1111FF5= 7=11111[1� 11-SITHIMEM, --h SEC TIOPi A A Source: Vu. L)SWC G"RA VEIL A MD WIR A-' MESTI DROP 1"ATLE7 TS'E'D_hV[A'Af7' Fill ILill? SPECIFIC APPLICA710M GRAVEL DE (H) d 1t 1 11 FILTERED YVAT 'rruy &IETHOD OF INLET PROTEC"FION IS APPLICABLE WHERL HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDNNIG AMOUNID THIE, STRUCTURE ,MIGHT CAUSE FXC'ia`351VE INCOINVENIIE'NCE OP N -MAGE . 1'0 AWACENT STRUCTURES AND UNPROTE'Cl'ED ARIEAS. URAVEL SHALL BE VDOT 3, JilW? OR Ill COAR.SE AGGREGATE. Source: Va. DSWC III - 36 107 Plate 3.07-2 Ill- 120 1992 115 Plate 3.15-1 1992 3.18 P P 6" OUTLE-N' CONDITIONS PIPE OUTLET TO F1,VV ARE 'A WITH NO DEFINED CHANNEL PLAN VIEV; L d 1 -- SECTIO!,' A -A FILTER CLUM KEY 11-' G-T: RECOMMENDED FOR ENTIRE PERIMETER A A 3'to PIPE OUTLET TO WELL F DEFENEI) CHMMIEL -WYXXX P , Y", M JIN_ 3 A SECTIONT A -A P t FILTER C1.071i FEY UI i08 E.`lTIBE j'E%jvIJER N1 -MES: 1. APRON LLIANG MAY BE HIPRAP, GROUTED RIPPAP. GABION 13ASXE1]:. OR (M IeftEfEi L.lS 'Flit: J. E"iGillOF M RIPRAP APRON AS CALCUIATED USIXG vilvl:Els 13.10-13 AND NNIEs nt,", SfAXI,-IUNI 3TO11Z DLWETER. BUT NOT EaIi LVI 6 N(:RES Source: Va. DSWC GRA VA71 CURD hVLA7 Sb,'DIA41,�,'NT F1 L TE'R -'N g, oc (IRNiEL TER "I" RUNOFF IN1ATER __1 f " ,f" /- , L TERED vAICR -. "1 V� 7- 111-gfl fz ITI, I I I SEDIMENT j CUTiCREIE GUTTER 12" i CURB INLET THIS METHOD OV PROTECTION IS APPLICADIA". AT CUR13 !`;LFJS WHE'RE PONDING IN FRONT OF' THE STRUIMIZZ IS INOT LIKELY TO CAUSE iNCONVj,'HiE1vTCL OR DAMACE TO ADJACENT SN'TRUCTUIRES AD' UNPPOTECTED A i2 E AS 4 GRAVEL SHALL BE VDOT nJ, d357 OR 5 COARSE AGIAREGATE, Source: Va. DSWC 107 Plate 107-6 Place 3.18-1 1992 3.20 ROCA' DAAW 2 ACRES OR LESS OF' EIPMNIAGE ARIA: Mw. 3 CLOTH Mg (DOWiNSTREAM VIEW) vuOT I COAR3E AGGREGATE 'LOW M -------- Ry M t -ti,;'r.'. , 9-10 i\CRES 01F DRAINAGE AltUA: tmw__ Vl� 'PIZ. I I I FILTER CLOTH 1 L) 0 Vip I S' FR E A N I VIEW) iif VDOT ,l III COARSE AGGREGATE FLOW CLASS I Source: VIL. DSWC A Plate UO -I 111- 187 [992 3.29 STAIR 51"E-PP"ING CUT SLOPES DEBRIS FROM SLOPE ABOVE 3 CAUGHT ti�I BY STEPS F 0! TH—_ 1_f --- P-_-1 11—_1 1, WRIER, SOIL ANO FERTILIZER ARE HELD BY 3fEF",3 - PIAIM CAN MCO)vIt E3TABLISHED ON THESTEPS. , --- Source: Va. DSWC Plate 3,29-1 GROOVING SLOPES fill [it; -a!'lit TI 11117:4 =K ry �-d II - GROMM; 15 CUTTINU FURROW' ALONG THE CONTOUR OF A SLOPE. jj IPITH�r IRREGULAMTHES IN THE SOIL SURFACE CAi& RAINWATER AND I—. ;I I FEI 1'r --i ri' PROADE Smir- cc-'VE`P GE OF LIM;: FERTILIZER AND DEED. -Source: Va. DSWC Ill 277 1-.-4.5' MIN. TEMPORARY DIVERSION DIKE VE CH 3.09 N--T-S Plate 3.29-2 EACH LIFT OF THE vk,L IS COMPACTED, BUT THE OUTER FACE OF THE 5LOFE IS ALLOWED TO REMAIN LOOSE Sri THAT THE ROCKS, MOS. ETC, R-ACH THE "14TURAL ANGLE OF REPOSE, 71,'A'A 7 TAIIEWT F --ISL SLOPE Source: Va. DSWC Plate 3.29-3 Source: Nfichivqn -Soil Erosion zuld Se iiineiltaticaiY Gtil(le Plate 3.29-4 Ill- 278 Albemarle County Design Standards Manual— Engineering STONE CONSTRUCTIO,N 3" 'SM -2A ASPHALF TOP 2V Zr 2-R EAS - PROFILE 70, U%IT N'A H RACK _F 2Z Y 12' M110 I DRAMAG I ffv I V fj`�T EXIE11", F 1, L il, I T 1, 1 L UI ;,isR'SE AIJ�) EORESS 0 0 P C RA T 0 Nt PLAN 27 P T0'SL,1_, 1lRAPPfNG D'EVICE , -K, SECTION A—A liduhnual miter hip of I it1Q11 laust bic instalted with R 11dainlilln I indl balled dc IT with ;I ditIluder of I.5 inck:­, for adequate collsbllt pre sur.. WIlshwiitei uw;4 bre cUuiedRNvw ficiln tike tn(IU1lQe to all be plevellted howl ellleihlstorm drain:, dit'Ale"'ol wah�pcoufses. PAVED WASH RACK Page 8 of23 FI r 51 CC:) n 0 I @) T too CN 0 0 C:) <e CN LIJ 1. 13 73 0U_ 0 g M C) Ld LO to C14 II I I ttl0 Neo P4 M > I- 0 a) N > I C; 1-4 pill CC:) 0 I cd CN 0 0 C:) CN 0U_ 0 M C) Ld LO to C14 II I I M > I- 0 M C; Construction Practices to Minimize Storm Water Contamination All waste materials will be collected and stored in a metal container provided by the contractor. All trash and construction debris from the site will be deposited into the appropriate containers. No construction materials will be buried onsite. All personnel will be instructed regarding -the correct procedure for waste disposal. Good housekeeping and spill control practices will be followed during construction to minimize storm water contamination from petroleum products, sanitary waste facilities, and other construction materials. Good housekeeping practices for each drainage area are listed below. To prevent storm water contarnination from this project, the following BMP's will be implemented: Spill containment berms will be placed around all temporary sanitary waste facilities and refueling areas unless refueling tanks are double walled. All vehicles on site will be monitored for leaks and receive regular preventative maintenance to reduce the chance of leakage. Spill kits will be made available with refueling sources and maintenance activities. Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or 62.1-44.34:19 of the Code of Virginia that occurs during a 24- hour period into or upon Surface waters or who discharges or causes or allo%AjSa discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case laterthan within 24 hours after said discovery. A written report of the unauthorized discharge shall be submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; Z The cause of the discharge; 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. If the discharge is continuing, how long it is expected to continue; 7. If the discharge is continuing, what the expected total Volume of discharge will be; and 8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharg es not authorized by the general permit. �_: m p loyee Training ,n employee -training program will be developed and implemented to educate employees about the requirements of the SWPPP. This education program will include background on the components and the goals of the SWPPP and hands on training in erosion controls, spill prevention and response, good housekeeping, proper material handling, disposal and control of waste, equipment fueling, and propei storage, washing, and inspection procedures. Allowable Non-Stormwater DisShaaes The following non-stormwater discharges from active construction sites are authorized bythe General Permit provided the non-stormwater component ofthe discharge is in compliance with Section 11 D 5 (Non-Stormwater discharges): Discharges from fire fighting activities: Fire hydrant flushing, Waters used to wash vehicles where detergents are not used; Water to control dust, Potable water sources, including uncontaminated waterline flushings; Routine external building wash down which does not use detergents-, Pavement washwaters where spills orleaks of toxic or hazardous materials have not occurred (unless all spilled materials has been removed) and where detergents are not used; Uncontaminated air conditioning or compressor condensate, Uncontaminated ground water or spring water Foundation or footing drains where flows are not contaminated with process materials such as solvents, Uncontaminated excavation dewatering, and landscape irrigation. 4-- 4., J P/ F -_X -DI, INV. Top=Z(674.03 ot� INV. T67 93 ISO- _6�7. 73 CID J, EX -DI L-6 TOPS INV INV. INV. ' IN�666 76 OUT=z666,39 OUT,66'7.66 EX -DI, TOP gNHOLE)YO TopS674-20 r -"-DI 6 INV. 'N,668 4 Top /NV 02 E. INV. 0 TOPS 75 /N, :k -DI OUTz=6 - /Atv IN - s /NV* 6?5 rop - 16; 68.20 zz669.75 , IN, 52 zzz INV, o IM/. ou 67,3, '02 //VV 68() 89 LIT'669,55 T��67(). 82 //VV' OU� 675.88 Z M !k4 CD Cc) CD :00 71 0 0 Li Z CO Z P-0 Z W _J W OJ CL N I CIA CD 4 1 0 M CLI CD 0 Li LJ L-0 M li wM > 0 Z Z 0 LLJ Z 0 CL Z III _J Ld 0 N MD < I— 0 I < A Cf) Q j Un Cq r'2 > Z CO Z P-0 Z W _J W OJ CL N CO Ln P-0 CD CD OJ I N I CIA CD 1 0 M CLI CD 0 Li L-0 M li wM > 0 Z 0 Z 0 CL Z III _J Ld w0 MD < I— 0 I < T_ Cf) Q j Un INCLUDE THE FOLLOTING: 1 . INSURE RUNOFF THROUGH THE LEVEL SPREADER IS NOT SHORT—CIRCUITING THE OVERFLOW CONTROL SECTION. 2. REMOVE ANY DEBRIS WITHIN THE LEVEL SPREADER AND DISPOSE OF ANY EXCESS LANDSCAPE WASTE OR YARD CLIPPINGS, 3. VERIFY NO SCOUR OR EROSION DAMAGE HAS OCCURRED WITHIN THE LEVEL SPREADER AND REPAIR AS NECESSARY. 4. VERIFY THE LEVEL SPREADER IS PERFORMING PROPERLY AND THAT FLOWS ARE NOT RE—CONSENTRATING ON THE DOWN GRADIENT SIDE OF THE SPREADER. 5. REMOVE ANY INVASIVE SPECIES OR WEEDS AND LOOK FOR ANY TROUBLESOME PEST INFESTATION. 6. IF STANDING WATER EXISTS FILL ANY LOW SPOTS. SEED OR RE PLANT ANY BARE AREAS AROUND THE LEVEL SPREADEC. MMTION PLANTING PLAN PLANTING REQUIREMENT: FOR EVERY 400 SQUARE—FOOT UNIT (20'x20') OR FRACTION THEREOF, PLANT: ONE (1) CANOPY TREE @ 1.5" — 2" CALIPER OR LARGE -EVERGREEN @ 6' TWO (2) UNDERSTORY THREES @ 0.75" — 1.5" CALIPER OR EVERGREEN @ 4' OR ONE (1) UNDERSTORY TREE AND TWO (2) LARGE SHRUBS @ 3' — 4' THREE (3) SMALL SHRUBS OR WOODY GROUND COVER @ 15" — 18" PLANTING PROVIDED: 14,223/400 = 35.56 UNITS, USE 36 UNITS 36 UNITS X 1 CANOPY TREE = 36 CANOPY TREES 36 UNITS x 2 UNDERSTORY TREES = 72 UNDERSTORY TREES 36 UNITS x 3 SMALL SHRUBS 108 SMALL SHRUBC, 216 PLANTS UWNLH IS RESHONSIBLL FOR MAIN IAINING SHRUBS & IHLES AND REPLACING ANY IN THE PROPER SEASON SHOULD THEY DIE. ESTABLISHMENT IN THE FIRST YEAR OF ESTABLISHMENT PLANTS & TREES WILL BE WATERED AS REQUIRED (ONE TIME PER WEEK WHEN LESS THAN 1" OF RAINFALL OCCURS) 3. TREES WILL BE PRUNED & MAINTAINED TO PROMOTE GOOD STRUCTURAL GROWTH. I-. TREES WILL NOT BE TOPPED. 5. BARE PATCHES IN GRASSED AREAS WILL BE RE—SEEDED IN PROPER SEASON TO ENSURE A GOOD STAND OF TURF. i. OWNER ASSUMES RFSPONSIRII-ITY FOR CARF Ar. MAINTrr-NAN(F OF IANn.;(APIN(. Alin —STREAM PROTECTION AREA BUFFER—— DISSIPATOR STORAGE SECTION (NO V/N,94� S,-ANVbYV SPREADER 3:1 OR FLATTER FILL TO TBE INTO EXISTING GRADE —11.2* (WHERE FILL is REQUIRED) TOP OF FILL Tit INTC? MSTINO GRADE MT BE AT AT 3:1 OR `FLATTER LEAST 6' ABOVE THE TMER WEIR A Jy I_ 687_._687 682 682 EXISTING—� TWll MUST UE GROUND tLEVA GRADE ?.4 Infr-1, .Aa LEAST 2'BELOVI THE 684 684 OUTFALL PIPE DIVERT IV /1 679e. 679 EXISTING O\Jlf 9J - GRADE SECTION A TOP 6'AW PRESMIRC TRrAT50 TIMUTER PROVIDE PILL As OF-.. Rl,GIQ SPREADER ONSTALLEO LEVEL) INSTALL 3d4 -I CH GALVANIZED HE=5s%RY TO TIE VDOT 13 STONEWRAPPED IN STEE-1 aTAPLES EYERY 12 TOP OF SPREADER 681 681 GALVANIZED STEEL, 1/2 -INCH IlIESHl—___ _INCHES ALONG THE EDGES OF WEIR IN70 676 BOTTOM OF DISSIPATOR STORAGE 676.00 676 19 GA41H HMG01ARE GLOM THE HARIAVARE CLOTH 'R.. (see secTION X4>lj TOP OF RIGID SPREADER = 680.00 BOTTOM— �Fl._DI'S.SlPATOR11.1STO.R.AG-E-1679.04_x_ 0 04 co (o 678 675 2+00 1+00 1+50 2+00 19' "WIDE I TOP MIA111RE OF CLASS Al RIF RAP, VQOT #5 STONE, AM VDOT #?INS STONE 8ELOV0 FILTER W. 5 EPDXY COATED GROUND ELEVATION Af WEIR OUTFALL FABRIC REBAR 4' L%M 18' 0,C. SECTIM B HENRI CO COUNTY MINIMUM STANDARD 9.01 I kNo ENERGY DISSIP ATOR - DESIGN A OUTFALL CHANNEL FROM STORM OUrFALL CHANNEL FROM STORM STRUCTURE NO. 1 THRU LEVEL SPREADER STRUCTURE NO. 13 THRU LEVEL SPREADER LENGTH OF SPREADER AS SCALE: HORIZONTAL: 1 "=30% VERTICAL. —1 Y'-=-3 SCALE: HORIZONTAL: 1 "=30' VERTICAL: 1 `=3' NOTED ON SHEETS C22 & C23 I SECTION C I A ml I LARGE STREET AND SHADE TREES SCIENTIFIC NAME ACER RUBRUM 'RED SUNSET' BETULA NIGRA 'HERITAGE' CARYA OVATA CERCIDIPHYLLUM JAPONICUM CLADRASTIS KENTUKEA 'ROSEA' FAGUS GRANDiFOLIA LIRIODENDRON TULIPiFERA LIQUIDAMBAR STYRACIFLUA NYSSA SYLVATICA TII_IA AMERICANA "REDMOND" ULMUS AMERICANA CVS. QUERCUS BICOLOR QUERCUS PHELLOS FRAXINUS PENNSYLVANICA & CVS. PLATANUS OCCIDENTALIS SCIENTIFIC NAME CRYPTOMERIA JAPONICA PICEA ABiES JUNIPERIS VIRGINIANA MYRICA CERIFERA PINUS STROBUS THUJA OCCIDENTALIS SCIENTIFIC NAME ACER GRISEUM AMELANCHIER X GRANDIFLORA CERCIS CANADENSIS 'FOREST PANSY' CORNUS KOUSA 'CONSTELLATION' CORNUS FLORDIA 'CHEROKEE PRINCESS' LIQUIDAMBAR STYRACIFLUA MAGNOLIA VIRGINIANA OXYDENDRON ARBOREUM 'CHAMELEON SASSAFRAS ALBiDUM STEWARTIA KOREANA CARPINUS CAROLINIANA CHIONANTHIS VIRGINICUS SCIENTIFIC NAME ARONIA ARBUTIFOLIA "BRILLIANTISSiMA" CEPHALANTIS OCCIDENTALIS FORSYTHIA x INTERMEDIA & CVS. LINDERA BENZION PHYSOCARPUS OPUIFOLIUS DART'S GOLDEN VIBURNUM LENTAGO COMMON NAME RED MAPLE RIVER BIRCH SHAGBARK HICKORY KATSURATREE YELLOW WOOD AMERICAN BEECH TULIP POPLAR SWEETCUM BLACKGUM "REDMOND" LINDEN AMERICAN ELM SWAMP WHITE OAK WILLOW OAK GREEN ASH AMERICAN PLANETREE COMMON NAME JAPANESE CRYPTOMERIA NORWAY SPRUCE EASTER RED CEDAR SOUTHERN WAX MYRTLE WHITE PINE EASTERN ARBORVITAE 1IQ11lif[�11Nw�Ill PAPERBARK MAPLE SERVICEBERRY EASTERN REDBUD KOUSA DOGWOD FLOWERING DOGWOOD SWEETGUM SWEETBAY MAGNOLIA SOURWOOD SASSAFRAS KOREAN STEW ARTIA IRONWOOD WHITE FRINGETREE COMMON NAME BRILLIANT RED CHOKEBERRY BUTTONBUSH FORSYTHIA (LYNWOOD, SPECTABILLIS, SPRING GLORY) SPICEBUSH DART'S GOLDEN NINEBARK NANNYBERRY VIBURNUM LARGE STREET TREE, 1.5" - 1.75" CALIPER AT TIME OF PLANTING EVERGREEN SCREEN TREE, 4.0' MINIMUM PLANTED HEIGHT LARGE SHADE TREE, 1.5" - 1.75" CALIPER AT TIME OF PLANTING w SMALL FLOWERING TREE, 6.0' MINIMUM PLANTED HEIGHT r� 0. z z 0 v a -- 6.0' Lu CG � w w Qf w 0— fJ NOTE: RETAINING WALL E IS A SOIL NAIL WALL AND DOES NOT HAVE GEOGRID ALONG NORTHERN PROPERTY LINE GEOGRID LENGTH FROM — FACE OF WALL AND SHALL BE STRATAGRID SC200 AS MANUFACTURED BY STRATA SYSTEMS, INC. NON WOVEN - FILTER FABRIC 12" MIN. COVER - OVER DRAIN FILL REINFORCED WALL FILL -v, %X�0 X,, NATURAL SOIL 4" DIA. SLOTTED DRAIN PIPE CONNECTED TO WEEPHOLES EVERY 40 -FEET & EXTEND BEYOND FINAL GRADE TO DAYLIGHT. DAYLIGHT, a u- 0 U-1 r O DI M A TRI I cot ADF MAI` RE( 24" WIDE BY 6" THICK I CONSISTING OF COMPACT OR 3 -INCH LAYER OF Li (FLOWABLE FILL) W/ 28 Ns' WALL S11 - NOT TO SCALE I VLLV tlY J. (14.95/21.85) x 100 = 68.42% CANOPY COVER SINCE 68.42% > 20% THE SITE COMPLIES. 0 Z Lu �C m —' �r-1 " STEPBA U-) cv PER UNIT 0 BATTER I %\%7 24" WIDE BY 6" THICK I CONSISTING OF COMPACT OR 3 -INCH LAYER OF Li (FLOWABLE FILL) W/ 28 Ns' WALL S11 - NOT TO SCALE I VLLV tlY J. (14.95/21.85) x 100 = 68.42% CANOPY COVER SINCE 68.42% > 20% THE SITE COMPLIES. 0 Z Lu �C m —' U-) cv 0 I N sw m , � CD 04 0 m z a w m Z � li m > O W^ " LLJ W Q 00 �0 U-) cv 0 I N CN CD 04 0 m z a w m Z � li m > O 0 Mwii Q0 ro U LL. 0 00 (.-,1 U 0 Z F— LIJ W Z (f) -------------------- --8"ES--- 8"ES--- MATCH LINE SEE SHEET C30 I BLUE RIDulo"E AVENUZ z 0 0 - FY 0 Cf) Li C) *1 Jw B OD z (D CIA W � iif z z CD C5 CIA Z) CD 0 z 0 0 - FY 0 Cf) Li C) *1 Jw LO CD CD z 0 CIA W � z z CD C5 CIA Z) CD 0 0 a I a 0 LLJ m 0-) w W —J F— II 73 m < > W 0 0 Mie W --i IdLU m < tij V) r-) cr LO CD CD z 0 CIA W � z z > C5 CIA Z) CD 0 0 a I a 0 LLJ m 0-) w W —J F— II LLJ m < > W 0 0 LO CD CD CN CIA CD C14 CD C5 CIA LL - CD 0 ry 0 LLJ m 0-) F— II LLJ m > Cl 0 0 Ld --i IdLU m < tij V) r-) cr .s �,.-V 1 /j tyCZ7 .zl " shy. Cynp ) Z) \ i \\, rc:^ \ ' 4 Y -Z \} k d, ol u TD fig. ,r oU 00 \� i5, O rpt Y C �J A,, 6 `7 s A;- ��� ��� \ � \ - \'\✓ ' i'=>�� rhe \t / 41, n f \ 4 U \s< \ a N, \kr, Www r9f"7,CY° two <.tiJ`.1 CJ M 04 U C .,J C7 0 Im 1 �l1fy�y'i ! 44" di / 1 IR3 j' C,e lri G7 RC1 CtJ F9 C;) CEJ o� r 4 C J 07 CD Iv/i SOT C F—i Is I r -J F F=- !EE�; F—i E= E-- F C 2 <-: C. t rz N. T/W-13.00 FIVI-15.00 E f'u-98.00 >3/';{I 11.50 H- 155' H= 3.50' Z 0 I— E U (n Li r') 0 LLJ MR. ) ry icr— W 15, r" l _� W� 0 Cl! I 0 cJ C `� j U I'D O 1 I CV CD N C' ci o m 0 o r� U0 m <t O U L.i 1- Q L i LiJ 0 Cl! I 0 cJ C `� j U I'D O 1 I CV CD N C' ci o m 0 o r� m <t O U L.i 1- Q L i LiJ -, C r-) C ACCEPTABLE REJECTABLE coo Top of I ri root iv / Structural CD ball Roof collar. .. - .." - \ _. � roots. � ,+ (Y)�, 1 1 One central leaderr. (No codominant I ; � ExamAb ple �_----' sorbing roots. ye � leaders) One central leader l ° \ Palni 00 ,.shore top- Structural roots circle interior of root ball. N J Only absorbing roots reach the periphery vp y 1.��Alp (No rudom,r an} - 11 iso' O.SU 0'73 n ,r Example leaders A 2.50° a.,o 0.36 "' atuctural roots are horizontal and reach the near the to of the root ball. Structural Example— ACCEPTABLE P / n105[ root p p r a AA za^ t.co° 0.50 emerges not bol! pe phery near the top of the root pots rnostiy wrap or are deflected on the P Af ball. rent hall interior. 1.5a' fromtrunk. ..2.50ACCEPTABLE % (s n r P t i The point where toG-mosf root,,) emerges from the trunk ('not toiler)ACCE. TABLE ' lienuse- _� Q 2.c" `s< " � G Aspectratio of B.A la -s ii,an O.nn should be within the top 2" of substrate. The root collar and the rantc� Aspect rato is less-- as measuretl anove the io or p ball iJ:Perior should he free of deeds including tilclirg, ,cini<ed, 2.50" than 0$6 the branch union. G„- ascending, and stem girdling renis. 5trurtural roots shall reach the Aspect ratio is less ��-}�,7 Aspect ratio cr B A !ens than 0.66 periphery near the top of the root ball. I han 0.66. I Aspect ratio is ler---�--e-t as measured t' aLrove the tap ofj` --� Zbc Aspect ratio of BA less than 0.80 than o.es_ .--•L---' the brant'. onion. U as measured 1" above the top of f,7ultipla leaders p rt — ihe branch union. l Root ball peri +ha Structural roots descend into root ball interior. Structural roots circle and do not radiate (Severs codominant ---- leaders) - — g - A No structural roots are horizontal and reach the from the trunk. Multiple leaders @ root bail periphery near the ton of the root ball. (several codominant art, a A R r� leaders) a REJECTABLE _ — g ample sem"' >,,• Ex- B s Eple xamD_...4,a A n e a�a ,� \ / ® 2.50 1.00" 072 \ A I I Q �- l 10 �tructurloos REJECTABLE 2 ,z 2.0' to Structural root , Structural /� GROWN CORRECTION DETAIL -•, •'-:� ao- ,c. l0 zsc 2c' 0.a0 grornng tangent f root ( x Example —�+.�� ' (parallel) to trunk. B x °.ao I+.0 s.0° u.75 r, (Pa ) circling. P m. a n,p< 1� _ ,ate z.so v5 Aspect ratio is Absorbing roots- `- IyJ do '`U" ° o" °'s greater than U.6o. Roots radiate from trunk and reach side of root ball ,without Structural roots missing from one side, 0 REJECTABLE 2.50" 1,130" 0.72 Asper' 'art, is— Aspect ratio of BA greater than or equal to U 86 as measured defecting down or around. Structural roots primarily grow to one side. and/or grow tangent to trunk. grearer roan --• i------- Aspect ratio of B: , greater than or equal to 0.66 Notes: 1" above the top or .he branch union. _ 2A" 2.0•' 1.o Notes. 1- Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter cf branch Jb(dotes: - 1- Aspect raiin shall be less than 9.66 on ail branch unions. Aspect ratio is the dia meter of branch (B) divided by the diartreler of the trunk (A) as Treasured V above the lop of the branch union. 2 50" 2: G" 0.80 lB) divided Uy the dianeter of -Pie trun:, (A) as measured 1" above the top of the branch union. Aspect ratio IS 1 -Observations of roots Spoil occur prior to acceptance. Roots and Soil may be removed during the observation process; substrate/soil shall be replaced after the c _— f� 4.0" 3.0" 0.75 2 -Any Vee not rtieet':ng the crown observations tletaii may no rejected. 2 -Any tree not meeting the roevn observations detail may be rejected. observations have been completed. ar:oe°u 2- See specifications for Ot'S@Nat1Un rOCeSs anCl requirements. UR2AN TREE FnU1JG4\TIUN tJ?01d greater than 0.66. CRO 11N OBSERVATIONS - LOW _BRANCHED " °" `" CI30W('+1 OBSE VATIOi�I DETAIL - Ib9ULTl „n n«r ,, > p p q "PEs Sol'ItCe FY.EE rU v5E unCFEN SCl1RCE r'r?EE To uSE OPEfJ SOURCE FREE TO USE Asaboveth of 8A topoftrebranc union.naltoo.t3Sasmaasurad ��, '�-- _ {� D_X ROOT OBSERVATIONS DETAIL - BALLED AND BURLAPPEDNates:1"above the top of the branch union. `._ �91-Aspect ratio shall 613 less than. O.oq' on a!I branch unions. Aspect ratio is the diameter of branch -- — -- — � (6) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union. 2- Any tree not meeting the crown observations detail may be rejected. yti CROWN OBSERVATIONS '" HIGH BRANCHED uRenn'Pee Fo-.;r,anrlcN :O -1014 npcN sOUktE FREE TO USE qryy 0 �w0 Notes: I- Trees shall be of quality a v I Central leader, (See crown a prescribed in crown observations detail). observations and root Central leader. (See crown 00 by observations details and i }� observations detail). N (1)sten i - Remvve soil and fools over ma roe, collar. specifications. 4t(- fit ,� r�^ ? step, - rtc-,r^sebs',rare ever' cera'. P Original slope should pass l y� : as CVt<•,."_3— S t through the point where the 2- 1313 specifications for \ '� I , J P � J _ further requirements related to ��,i , ,% trunk base meets 9 substrate/soil. Top of root ball shall be flush with i- this detail finished grade. a — Prior to mulching, light[ tamp , 1 BEFORE SHAVING SHAVING PROCESS SHAVING COMPLETE Ile "'ir1\+ soli around the root ball in 6" \ lifts to brace tree. Do not over compact. When the planting � � Trunk caliper shall hole has been backfilled, pour "Ill's" a meet ANSI Z60 current water around the root ball to edition for tion tall see Trunk caliper shall �? Prior to mulching, lightly tamp soil �� r f settle the soil. _y t meet ANSI Zoo current % ✓ around the root ball in 6" lifts to Stop2 Remo+e defect,. Y ° sePz-Re,rb�_aerac,,. i r -� Loosened soil. Dig and urn edition for root ball size.'t ,�,. brace tree. Do not over compact. Root ball modified as —� the soil to reduce the , = When the planting hole has been e required. C� R compaction to the area and not ball ----- i backf;hed, pour water around the n mo ifid-- � root ball to settle the soil. � shown.required. depth Round -topped sol O 00 berrn 4' high x 8" wide Slope sides of loosened soil. cr n the above root ball surface shall ) r � !! so I to reducesoil.oosened tir compaction to the 9 ° 4 = be centered on the downhill i area and depth shown. side of he root ball for 240'. Ori9that 9rade. Round -topped cd `f -, a +,c,a�1... r -.. „_ r . •-sc <: r.,_F4 °�n.r,,,, a�°-,;',,° y°::_ I �' o �, Berm shall begin at root bol! sot! berm 4" high x 8" wide — 4" layer of mulch. - above root ball surface u) a periphery. — No more than 1" of mulch on t shall be constructed around j c,,r =- �.?i*`' I I I top of root ball (See =1" layer of mulch. No more — the root boli. Sean shall in than 1" of mulch on i begun at root ball periphery. specifications for mulch). y top of root ball. (See t specifications formulchl Shave root ball here to Shave outer Root tips exposed at P =. '->,r-• '-•,,v. „r. . �, � � . . �. .:.� _ Finished grade. remove all roots periphery periphery of root ball. All „j ++ • • �• \�• °.'. ` Existing soil. �, " c'''"' of the root ball a Dots growing around - % a il- groving on periphery. g 9 ... G' / �' maximum periphery are removed. Slope sides of loosened �. soil " of 2" thick. \ 1y. Notes:- Trees shall be of quality a Existing soil. - _., I ` - - prescribed in Grnm'n r fT — I- n C �Bottom of roof ball rests on - observations and root Bottom of root ball rests on existing or recompacted ' observations details and / Notes: 3x widest dimension of root bol{ soil. specifications. co 1- Shavin to be conducted using a shay blade or hand saweliminating no more than needed to remove all roots on the periphery of root ball. l existing or recompacted soil. ( P 9 9 P' 9 P P ry I --'-s^'1 � 3x widest dimension of root ball. ` ^ ` SECTION VIEW URBAN TREE FOUNDATION 02014 SECTION VIEW 2- See specifications for ( 2- Shaving can be performed just prior to planting or after placing in the hole. OPEN SOURCE FREE TO USE further requirements related to 7 URBAN TREE FOUNDATION© 2014 S UNMODIFIED this detail. OPEN SOURCE FREE TO USE URBAN TREE FOUNDATION ,J2014ON SLOPE 5% (2p°1) TO 50% (2°1) M ODIFID OIL TRREW1BIRM(EITINGSOIL NOT MODIFIED) ROOT ¢L SHAVING CONTAINER DETAIL OPEN SOURCE FREE TOUSE (P ./1 r,er ,,, _- r mza°3° n m tiro, ua,. / PL�aO r CORRcCTION DETAIL - GUNTAINER ROOT CORRECTION DETAIL - BALLED AND BURLAPPED UJ U. ---- — Face of wall or building. 675) Lean nursery stake against the wall. Stake to be removed at the end of the maintenance (warranty) period after the vine has attached to the wall. \ A Vine. o - 3" thick layer of mulch. 4" layer of mulch. Shrub. J ( V No more than 1" of \ Finished grade. mulch on top of — --- — Root ball. Rootbal(. root ball (See /� \ w i specifications for 60) - — — 4" x 8" wide round - topped soil berm above root mulch). Modified soil. Depth varies. (See 4" layer of mulch. \ - 4" high x 8' `Nide round -topped soil �' boli surface shall be constructed around the root Q �� Na more than 1" of V '; berm above root ball surface shall be �� Shrub. boli. Berm Shall begin at coat bail periphery. �� specifications for soil modification). Ori, inal slope should mulch on top of (� _ constructed around the root ball. Opass through the tz) root ball. (See J\, Berm Shall begin at root ball periphery, point where the trunk ( - Prior to mulching, lightly tamp soil around the root — Existing soil. specifications for meets substrate/soil. Rootball. ball in 6" lifts to brace shrub. Do not over compact. mulch). When the planting hole has been backfilled, pour I T s/., �> r ''r ,` I i �l �,/„• �f �'i , �>I ,'�, ' .... di Round - topped soil berm 4" high and 8" , Prior to mulching, lightly tamp soil wide above root ball surface shall be water around the root bail to settle the sail. _ r ' rJ , °fl,:,%tiJ%/i% i around the root ball in 6" lifts to brace ijQ. t centered on the downhill side of the roof �° layer of mulch. NO more than i" of mulch on Finished grade. k Y SECTION VIEW ,:'!;: µ - - shrub. Do not over compact. When the ?�, ba for 240°. Berm shat! begin at root ball the top of the root ball. Sees specifications far Slope sides of planting hale has been backfilled, pour ;, ` ` �{ periphery. ( P -> l TD ioasened soil. water ar a n t ! I inch u d he root bol to settle the r I.. / Prior' mulching, a� ra.'° to mu c . n_ IicrtlU tam soil around - g. Finished r - ' r soil. v P ad,,. Loosened Slope sides o' �• g v� P e r '� v. i �aosened Sall. _LL_ 1 - ° ,� , _ � � -''r �.''n . �•: • r,,, the root bol! in &" lifts to brace shrub. Do 1 .�• �,. , ,' �• �ti � Groundcover plants to be loosened soil. rr / 1 1 9 r✓ I t ' not o r n 4triangularly i ve tom act. When the I spaced. D and turn the soil antis hole d p P 9 9 _ v/ a Pvmn. .° ' . a e e t d i j� - has been backfilled pour • �. r a around h the I to t0 reduce edit. ce LOOSE?n -d the soil. IC '('� c e cl D [E o ball to settle thesoil. "� . o t �et e compaction to the Existing Soil. and turn the sot! to _ f p • ,\• .,• � ,, r-- Mulch. -- Sla e side of loosened /' s a sened sail. � P • ren and depth red t' f a t f T�I _1 - r f r --- ,ora action to 1,h r.' P r�-' sham. 'i t aasened sot . Di n n h oil r R —! r— g a d roti res to educe I 1 f T area and „ r - - - -� I T r I _ � the compaction to the area and depth TT spawn.Root ball lest on 3x's widest dimension of root ball. depth shown Pavement.— existin Bottom of root bol! Existin soil. _ g r a a r- -- > Y,S a rests o existing - n s or r r - o }a ed g _ roc m c 1, sot( r 17 � , SECTION VIEW i , 1 3 ' widest dimension of root ball. xs d recam acted sail. --.- .- - :+-�T p Root ball rests on existing or recompacted soil. aECTICrN vleW T ----- __ �t,Art 3 x's widest dimension Notes: Notes: of root ball EXiStln SOIL, 1- See planting legend for groundcover species, size, and spacing dirnensian. E Notes: 1- Shrubs shall be of quality as prescribed in the root observations detail and specification. t- Shrubs spoil be of quality prescribed in the root observations detail and specifications. 1--- - - - -- 2- Small roots (/," or less) that grow around, up, or down the root ball periphery are eansidered a normal condition in container production and are acceptable however they should be eliminated at the 2- See specifications for further requirements related to this detail. plates: time of planting. Roots on the periperhy can be removed at the time of planting. (See root bail shaving container detail). 2- See specifications for further requirements related to this detail. 1- Vines Shall be of quality as prescribed In the root observations detail and specifications. 3- Settle soil around root ball of each groundcover prior to mulching. URBAN rREE FOUi IDATIO,N D 2014 5� OPEN SOURCE FREE TO USE #��}j {/`y� gy �y��ir �p'y} rf—^g5 URBAN TREE FOUNDATION � 2014 URBAN TREE SOURCE FREE l 1 76 S 7 j"°j�.lSLOPE j f�'°{� CJ/p d"10-1 �"" 'y(''t7/ 'f UNMODIFIED ,/�%°"��"�]� It'°� (""j j �peGificationsforfLlrtherrequirementsrelatedtothisdetail. GROUNDCOVER OPEN SOURCE FREE TO USE URBAN TREE FOUNDATION 2014 OPEN SOURCE FOUNDATION 0201 ���y----i a��l-1C1UB i✓N _ LO - / ( 0 ) i -50% ( f) rY43. DI Sid til L.. 2- See `' — OPEN SOURCE FREE TO USE QD � In(r� ON C14 O rJ CD CD I C14 CIA CD C14 LL_ (� 0 fl tr! C) LLJ I-- Un M fj _ 0 �- Z O Z fl _J LL1 LLJ LL.i 0 C) zC � V) ® V) ,Dr -r- 3nr-r-I UQ r%JR Ur-IfilL. FINAL BACKFILL 51-ORED51MULATED 5TONE MORTAR DEC-- 5LOPEE)31MULATFI) 5'TONE - ) \e,� MIR COVER TO MIN, COVER TO MOR AR BED 51DE C� LUALL CAP, I' OVERHAN6, E-A. RIGID PAVEMENT, H FLEXIBLE PAVEMENT, H CAP, 1'O\/ErRHANG, EA----- - - - - - -- F-51PE OF �ALL T4 Ta u4� UR'E LADDER TIE e 3z' JJIPE LADDER- TIE to 32" O.G. i,'ORIZONTAL O.C. H&ZONT 'Al- 6- T (1)`4 CONT. H )LL011 (1) 04 CONT. - HOLLOW BOTTOMED BOND'"DOTTOMED BOND 7 E31FAM LLLLJJ 5EAi I INITIAL SPRINGLINE BACKFILL M. U. G. M. U. HAUNCH 51MULATEED 05TOINEE VPN, ---'P 51MUILATED 5TONE VENEER _T_ #4 @ 24- O.0 (TYP) #4 0 24- O.0 (TYP) 4' FOR 12-24' PIPE BEDDING MIN. TRENCH WIDTH SUITABLE FOUNDATION GROUT ALL GELL5 r�RCUT ALL CELLS NOTES: (SEE TABLE) BELOI,Il 1111IGHE6T r f BELOIJl 1 I!GHE5 T 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE 5LA5/C�RADE, fYP. SLAB/0U ADE, TYP. FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW II 11 PIPE DIAM. MIN. TRENCH WIDTH 4" 21" 6" 23" 8" 26" 101, 28" 12" 30" 15" 34" is" 39" 24" 48" 30" 56" 36" 64" TYR 72" 48" 801, 54" 881, 60.1 96" 0 _r I IT I I 1 00 NOTEi INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, 45® BENDS AND BELL/BELL COUPLERS USE WATER -TIGHT {WT) FITTINGS L 011 BUILDING FACE z 0 U) Lu DOWNSPOUT ADAPTER 0 T_ INSERTED IN RISER PIPE 30# FELT BOND BREAKER 301f FE BOND BREAKER APPLICATIONS , LATEST ADDITION FINISHED GRADE IN/ / MINIMUM RECOMMENDED COVER BASED ON CONI ICIL45 ON NIC, SLAB ON VECHICLE LOADING CONDITIONS FLA51-IING FLA' -HING NOPTAR BEC- r1RADF - 6EE CIVIL a 4'-4' McRrAR BED --W/ �3 o 12� O.G.PACH IIAY rYP., CENMERED N 5LA115 GR41_r)- �El ell'A _\ -------------------------- —Ta S, A�3 T L 1 1 - 2. MEASURES SHOULD BE TAKEN TO PREVENT I MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, TO.C. EAC;H WHEN REQUIRED. UAY TYP, GENTERED Ni 5LA5 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A TO, 6AB DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE T i ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAYBE STABILIZED USING A GEOTEXTILE MATERIAL. 4 Ell SURFACE LIVE LOADING CONDITION zY A n,� S-10" PIPE DAM. H-25 HEAVY CONSTRUCTION (75T AXLE LOAD) 4 \< TYR 12" - 48" 12" 48" " - 54 60" 24" 601, ---------- --- TRACTOR SHALL PROVIDE GASKETED SPIGOT BY �o ROT -1—Z �PTOFOOT VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS 1, 11 OR 111. THE CON A BELL REDUCER IF PIPE SIZE INJECTION DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE --d 11 CHANGE IS REQUIRED BY PLAN MOLDED WT 4-1 ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4"(100mrn) FOR 4"-24" (100mm-600mm); 6" (150mm) GASKETED 90, BEND --- T FOR 30"-60" (750mrn-900mm). IT _: � 1 CONNECTION _f7_ 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS 1, 11 OR III IN THE PIPE ZONE EXTENDING NOT SEE SHEET C16 AND C17 FOR CONTINUATION - #4 W/ #4 AT 48- O.C. LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR OF ROOF DRAIN TO DISCHARGE POINT CONT. 2'-ONV-8" #4 W/ #4 AT 48" D.C. CONT. 2'-O"xO'-8- - MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED As REQUIRED IN ASTM D2321, I mmutu FOOTING FOOTING LATEST EDITION. ]mom 0— 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) A IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE TYPICAL DRAIN PIPE CMONINJECTION MOLDED �WALL 5ECION 4-) U"A 1 _5 C AND 24" OF COVER FOR 154"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE WT WYE 3/4' 1�-O!' 3/4' - i' -O" PAVEMENT OR TO TOP OF RIGID PAVEMENT. TYPICAL DOWNSPOUT ROOF IN CONNEC'nON Ljj l TYPICAL HDPE STORM SEWER TRENCH g ct SECION VIEW Lij 40 ro HANDRAIL CONFIGURATION REQUIRED 00 4 PER ANSI 117.1, SECTION 505. � 09 RELIEF VENT RIS'ER)1 HANDRAILS SHALL BE PRECAST 0'0N(2H[­___TE DONUT HOT -DIPPED -GALVANIZED. > Hy 41­3� NOTE: F-13 OWNER, INSTALLED BUILDING PLUNIBER NOTE: SEE SITE PLAN I SEE SHEET C5 FOR FOR L" CLEANOUT LIMITS LOOSE—FfT CAP. LIMITS OF CONCRETE V-) APRON EXTENSION & q 1'-1 811 HEAVY DUTY PAVEMENT GRADE REQUIREMENTS IN FRONT z ry LLJ OF DUMPSTER ENCLOSURE MINIMUM 10 FEET 4 coo 4 NOSING 1/4"SL.QPE MIN. -LEDGE FOR 10" DIAMETER PVC PIPE SLEEVE SET CONTINUED EKY SITE CONTRACTOR, WALK ON ULTIMATELY TO STORM GRADE uj BOTTOM 36" BELOW TOP OF FINISHED 4" TREADS SUPPORT 1 GRADE AND CUT TOP FLUSH WITH Conned to n-12 downspout drainage_ w FINISHED CONCRETE # P, 4'S @ 10 pil.-Ang with apeye fitting oriented at 45 i-iariZcvtcji pbine, CHEEKWALL '_ e TE PLAN --PIPE RAILING 0 44 .4 E31_FE CON-FRACTOR, CONNECT SEE SI LEDGE FOR A. w 0 4' 1'0 STORM DRAINAGE lsys-mm —CHEEKWALL WALK ON GRADE BUILDING PLUMBER z 6 SUPPORT 4 NOTE: PROVIDE 3" DIAMETER, 'By r-1 N D E NS A T Iu__IN�':`)A F E T I Ak 1 DR 1A INAE CONCRETE WALK \ 5CH40, GRAY PVC CONDUIT PIPErNYAu SLEEVES FOR ALL HANFRAIL POS TS w HO11E5 FOIR,�AFOF 1/4 PINS OA ECTION DETAIL ELEVATION VIEW V) EL U4 < CONCRETE STAIRS W/ HANDRAIL AND CHEEKWALL 4 mz NOT TO SCALE < A CON FRCL 1101INT .'C) 5&<M' Wl[)F 4 SLOT5 C-4 4 TO 12 K;,15 ci ri NON TRAFFIC INSTALLATION A�jEp cnc FLACEMENT. 4 12" _fid" DRAIN BASIN 12" - 30" INLINE DRAIN 0 DETAIL OF REQUIRED 3—FOOT SEPARATION U. 1= 4 4 0 20'-0" -------- LIGHT POLES (MEASURE TO CONCRETE BASES IF Lj z ABOVE GRADE). 011 CONG. 51 AE3 ON MEASURE TO DRIP LINE OF FURTHEST C,RADE REINFORCED W1 #3i2° 1211 Or;. EACH PROJECTION (SIGN, FACIA, LIGHT, ETC,) \\�j\/j\yj\\/j\\// �jj\�y�\\jf\\jj\\\ �`\ji�\ij\•j\j`\j/\ /jv\jj\\/j\\jj,/` IF CLEARANCE LESS THAN 15' HIGH. X, LAY TYT., CENTERED /Z IN'5LAID OTHERWISE, TO FACE OF COLUMN OR WALL, w _j a: OVERHANG w TREES AND SHRUBS LIGHT (AT INSTALLATION) U < UPRIGHT SIGN I I4 M z 0 L0 3' MIN, _j w 0BACKFILL MATERIAL BELOW AND TO C3 _j a. u SIDES OF STRUCTURE SHALL BE NATIVE SOIL DETAIL OF ACCESSIBLE DUMPSTER PAD AND BE PLACED UNIFORMLY IN 12" LIFTS AND CO r- LO AISLE OR --- Li BACKFILL MATERIAL BELOW AND TO COMPACTED TO A MIN OF 90% - 0 3 C14 NOT TO SCALE PARKING STALLSIDES OF STRUCTURE SHALL BE NATIVE SOIL 0 0 21 3' MIN, 0• AND BE PLACED UNIFORMLY IN 12" LIFTS AND C14 1 1 C14 Ld I -_ COMPACTED TO A MIN OF 90% 0) C) I C) MAXIMUM < 04 SLOPE AISLE OR ----------- SIDEWALK OR 0 0 FOUNDATION I fr- MAX• SLOPE 6' ABOVE AISLE OR PARKING STALL Ld C14 OR bELOW PAVEMENT PARKING STALL PLANTING z 0 w0 TYPICAL NYLOPLAST DRAIN BASIN AND INLINE IN DETAIL 3' PHYSICAL SEP, REQ'D FROM ANY SITE FEATURE HIGHER THAN 6' ABOVE CLOSEST POINT IN SURROUNDING PARKING AREA z 0 MINOR DEVIATIONS TO MAXIMUM SLOPE WITHIN 3 -FOOT AREA WILL BE CONSIDERED ON A CASE BY CASE BASIS, 0 0 m < ILd _j 0 0 ---- ----- - 0--i 4'-4' 4 Ell N S-10" 4 \< TYR >< Z3 4 5LGIPE /V/FT MIN. SEE SHEET C5 FOR FOR L" CLEANOUT LIMITS LOOSE—FfT CAP. LIMITS OF CONCRETE V-) APRON EXTENSION & q 1'-1 811 HEAVY DUTY PAVEMENT GRADE REQUIREMENTS IN FRONT z ry LLJ OF DUMPSTER ENCLOSURE MINIMUM 10 FEET 4 coo 4 NOSING 1/4"SL.QPE MIN. -LEDGE FOR 10" DIAMETER PVC PIPE SLEEVE SET CONTINUED EKY SITE CONTRACTOR, WALK ON ULTIMATELY TO STORM GRADE uj BOTTOM 36" BELOW TOP OF FINISHED 4" TREADS SUPPORT 1 GRADE AND CUT TOP FLUSH WITH Conned to n-12 downspout drainage_ w FINISHED CONCRETE # P, 4'S @ 10 pil.-Ang with apeye fitting oriented at 45 i-iariZcvtcji pbine, CHEEKWALL '_ e TE PLAN --PIPE RAILING 0 44 .4 E31_FE CON-FRACTOR, CONNECT SEE SI LEDGE FOR A. w 0 4' 1'0 STORM DRAINAGE lsys-mm —CHEEKWALL WALK ON GRADE BUILDING PLUMBER z 6 SUPPORT 4 NOTE: PROVIDE 3" DIAMETER, 'By r-1 N D E NS A T Iu__IN�':`)A F E T I Ak 1 DR 1A INAE CONCRETE WALK \ 5CH40, GRAY PVC CONDUIT PIPErNYAu SLEEVES FOR ALL HANFRAIL POS TS w HO11E5 FOIR,�AFOF 1/4 PINS OA ECTION DETAIL ELEVATION VIEW V) EL U4 < CONCRETE STAIRS W/ HANDRAIL AND CHEEKWALL 4 mz NOT TO SCALE < A CON FRCL 1101INT .'C) 5&<M' Wl[)F 4 SLOT5 C-4 4 TO 12 K;,15 ci ri NON TRAFFIC INSTALLATION A�jEp cnc FLACEMENT. 4 12" _fid" DRAIN BASIN 12" - 30" INLINE DRAIN 0 DETAIL OF REQUIRED 3—FOOT SEPARATION U. 1= 4 4 0 20'-0" -------- LIGHT POLES (MEASURE TO CONCRETE BASES IF Lj z ABOVE GRADE). 011 CONG. 51 AE3 ON MEASURE TO DRIP LINE OF FURTHEST C,RADE REINFORCED W1 #3i2° 1211 Or;. EACH PROJECTION (SIGN, FACIA, LIGHT, ETC,) \\�j\/j\yj\\/j\\// �jj\�y�\\jf\\jj\\\ �`\ji�\ij\•j\j`\j/\ /jv\jj\\/j\\jj,/` IF CLEARANCE LESS THAN 15' HIGH. X, LAY TYT., CENTERED /Z IN'5LAID OTHERWISE, TO FACE OF COLUMN OR WALL, w _j a: OVERHANG w TREES AND SHRUBS LIGHT (AT INSTALLATION) U < UPRIGHT SIGN I I4 M z 0 L0 3' MIN, _j w 0BACKFILL MATERIAL BELOW AND TO C3 _j a. u SIDES OF STRUCTURE SHALL BE NATIVE SOIL DETAIL OF ACCESSIBLE DUMPSTER PAD AND BE PLACED UNIFORMLY IN 12" LIFTS AND CO r- LO AISLE OR --- Li BACKFILL MATERIAL BELOW AND TO COMPACTED TO A MIN OF 90% - 0 3 C14 NOT TO SCALE PARKING STALLSIDES OF STRUCTURE SHALL BE NATIVE SOIL 0 0 21 3' MIN, 0• AND BE PLACED UNIFORMLY IN 12" LIFTS AND C14 1 1 C14 Ld I -_ COMPACTED TO A MIN OF 90% 0) C) I C) MAXIMUM < 04 SLOPE AISLE OR ----------- SIDEWALK OR 0 0 FOUNDATION I fr- MAX• SLOPE 6' ABOVE AISLE OR PARKING STALL Ld C14 OR bELOW PAVEMENT PARKING STALL PLANTING z 0 w0 TYPICAL NYLOPLAST DRAIN BASIN AND INLINE IN DETAIL 3' PHYSICAL SEP, REQ'D FROM ANY SITE FEATURE HIGHER THAN 6' ABOVE CLOSEST POINT IN SURROUNDING PARKING AREA z 0 MINOR DEVIATIONS TO MAXIMUM SLOPE WITHIN 3 -FOOT AREA WILL BE CONSIDERED ON A CASE BY CASE BASIS, 0 0 m < ILd _j 0 0 ---- ----- - 0--i 4'-4' 4 Ell TYP. A_55 S-10" 4 \< >< Z3 4 5LGIPE /V/FT MIN. X, 0--\ >/ ,�yl 4 /-- 11-10, SEE SHEET C5 FOR FOR L" CLEANOUT LIMITS LOOSE—FfT CAP. LIMITS OF CONCRETE V-) APRON EXTENSION & q 1'-1 811 HEAVY DUTY PAVEMENT GRADE REQUIREMENTS IN FRONT z ry LLJ OF DUMPSTER ENCLOSURE MINIMUM 10 FEET 4 coo 4 NOSING 1/4"SL.QPE MIN. -LEDGE FOR 10" DIAMETER PVC PIPE SLEEVE SET CONTINUED EKY SITE CONTRACTOR, WALK ON ULTIMATELY TO STORM GRADE uj BOTTOM 36" BELOW TOP OF FINISHED 4" TREADS SUPPORT 1 GRADE AND CUT TOP FLUSH WITH Conned to n-12 downspout drainage_ w FINISHED CONCRETE # P, 4'S @ 10 pil.-Ang with apeye fitting oriented at 45 i-iariZcvtcji pbine, CHEEKWALL '_ e TE PLAN --PIPE RAILING 0 44 .4 E31_FE CON-FRACTOR, CONNECT SEE SI LEDGE FOR A. w 0 4' 1'0 STORM DRAINAGE lsys-mm —CHEEKWALL WALK ON GRADE BUILDING PLUMBER z 6 SUPPORT 4 NOTE: PROVIDE 3" DIAMETER, 'By r-1 N D E NS A T Iu__IN�':`)A F E T I Ak 1 DR 1A INAE CONCRETE WALK \ 5CH40, GRAY PVC CONDUIT PIPErNYAu SLEEVES FOR ALL HANFRAIL POS TS w HO11E5 FOIR,�AFOF 1/4 PINS OA ECTION DETAIL ELEVATION VIEW V) EL U4 < CONCRETE STAIRS W/ HANDRAIL AND CHEEKWALL 4 mz NOT TO SCALE < A CON FRCL 1101INT .'C) 5&<M' Wl[)F 4 SLOT5 C-4 4 TO 12 K;,15 ci ri NON TRAFFIC INSTALLATION A�jEp cnc FLACEMENT. 4 12" _fid" DRAIN BASIN 12" - 30" INLINE DRAIN 0 DETAIL OF REQUIRED 3—FOOT SEPARATION U. 1= 4 4 0 20'-0" -------- LIGHT POLES (MEASURE TO CONCRETE BASES IF Lj z ABOVE GRADE). 011 CONG. 51 AE3 ON MEASURE TO DRIP LINE OF FURTHEST C,RADE REINFORCED W1 #3i2° 1211 Or;. EACH PROJECTION (SIGN, FACIA, LIGHT, ETC,) \\�j\/j\yj\\/j\\// �jj\�y�\\jf\\jj\\\ �`\ji�\ij\•j\j`\j/\ /jv\jj\\/j\\jj,/` IF CLEARANCE LESS THAN 15' HIGH. X, LAY TYT., CENTERED /Z IN'5LAID OTHERWISE, TO FACE OF COLUMN OR WALL, w _j a: OVERHANG w TREES AND SHRUBS LIGHT (AT INSTALLATION) U < UPRIGHT SIGN I I4 M z 0 L0 3' MIN, _j w 0BACKFILL MATERIAL BELOW AND TO C3 _j a. u SIDES OF STRUCTURE SHALL BE NATIVE SOIL DETAIL OF ACCESSIBLE DUMPSTER PAD AND BE PLACED UNIFORMLY IN 12" LIFTS AND CO r- LO AISLE OR --- Li BACKFILL MATERIAL BELOW AND TO COMPACTED TO A MIN OF 90% - 0 3 C14 NOT TO SCALE PARKING STALLSIDES OF STRUCTURE SHALL BE NATIVE SOIL 0 0 21 3' MIN, 0• AND BE PLACED UNIFORMLY IN 12" LIFTS AND C14 1 1 C14 Ld I -_ COMPACTED TO A MIN OF 90% 0) C) I C) MAXIMUM < 04 SLOPE AISLE OR ----------- SIDEWALK OR 0 0 FOUNDATION I fr- MAX• SLOPE 6' ABOVE AISLE OR PARKING STALL Ld C14 OR bELOW PAVEMENT PARKING STALL PLANTING z 0 w0 TYPICAL NYLOPLAST DRAIN BASIN AND INLINE IN DETAIL 3' PHYSICAL SEP, REQ'D FROM ANY SITE FEATURE HIGHER THAN 6' ABOVE CLOSEST POINT IN SURROUNDING PARKING AREA z 0 MINOR DEVIATIONS TO MAXIMUM SLOPE WITHIN 3 -FOOT AREA WILL BE CONSIDERED ON A CASE BY CASE BASIS, 0 0 m < ILd _j 0 0 ---- ----- - 0--i FRAME & COVER (SEE FIG. S—I—D,E) SLOPED AREA --" 2'-0" STREET SURFACE OR NON—PAVED AREA 1'—O" MAX RUBBER COATED STEEL I„ STEPS CAST IN PLACE �~ 3 —1 MIN T 04 €Y. PRECAST REINFORCED a� CONCRETE SECTIONS 12"MIN "0" RING SEALS — 4 16" MAX MINIMUM ELEVATION z DIFFERENCE ACROSS M.H. 5"_i> 00 FROM INLET TO OUTLET SHALL BE 0.20 FEET. - Q) CV r�j DEPTH of FLOW CONCRETE CHANNEL TO BE FILLETS T VARIES --------, 3/4 DIAMETER OF I CONTRIBUTING- a SEWER. a" . -s. A - "'A 12'' A FILLETED INVERT FOR A SMOOTH 8 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. �-- MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON --EXTENDED BASES. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. Lj TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FIG. S—I—A TD -25 a r 12" ` 1 J f fl FLEXIBLE CONNECTION --/ j WITH STAINLESS AiNLESS ST__ F F' L BAND Lu 'r - 1D 0 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 2" NOTE: BRANCH _ __ ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT > INSTALLED TYPICAL MANHOLE PLAI`NI SHOWING BRANCH TIE - IN NTS FIG. S -1—B TD -27 (4) t" (25mm) D:n HOLES27 1/2" DIA 1 1/2" --------------- �. ON 32 314" (834mm) DIA i . - [38mm] SOLT CI CLE. [699mm] 0 � 26 1/4" DIA7" 1"®---- [667mm]�� [778mm] � } I i - 24" DIA [sasmm] I I 28 7/16" DIA 5/81,T [722mm] [16rnm] \ 36" DIA 26" \\U�''' [914rnm] 1 1/2- 13/16- /2»13 16» [38 FRAME SECT1fli`1 - [20mm] mm] 2" (59mrn} LETTERS (RECESSED FLUSH) "-"'j' -Tf Min] [251" m' [79mm] 3 13/16"1__0 22 13/16" 2 1/8- [97mm] [579mm] [54mrn] 0 25" 1 3/8" [635mm] — D 11/16" [35mm] 9/16" O.D. OF GKT GROOVE TCAM BOLT [17rnm] [14mm] SECTION VIEW 1/4" (6mm) DIA \T SEE ASSEMBLY ii NEOPRENE GASKET DETAIL t� (2) WSHR 1/16 X 5/8 X 1 1/2 �� ('-) CORED 1800T- RUBBER PART# 00981045 4`1 FiCKBAitS [5mm] 1 5/8» (2) 9LT HEX 5/B -11x3 1/2 Ss 2400" [41 mm] PART# 00981.250 6rnm 1/2 (2) WSHR 5/8 ID 1.50 OD SS �'I 1/8" (29rnm) DIA BOSS [ ] [13mm]- -.63 DIA. STAINLESS STEEL ROD PART# 00981318 PLAN VIEN! PICKBAR & LOCKLUG HOLE DETAIL NOTES: (2) NUT HX 5/8-11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. �(2) NUT HX JAM 5/8--11 ZN � L. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. T PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOOKING LUGS OR SIMILIAR ASSEMBLY. TYPICALWATERTIGHT (SHOR) PART# 00/93585 a A A K I rr-er r- r -- r l R rr Ar— 0 r -+ r-* I Ir -- M LOCK LUG ASSEMBLY N.T.S FIG S -I -E M O o FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR \ -NON-PAVED AREA SLOPED AREA _ 2'_0" RUBBER COATED STEEL STEPS V-01. MAX----- CAST IN PLACE PRECAST- REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE 0 DUCTILE IRON PIPE (CLASS 50) A 5" BACKFILLED IN 6» LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 50, � 41 eMINIMUM ELEVATION DIFFERENCE 12"MIN 112"MIN ACROSS M.N. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH A T ° TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE G a 41 PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERN11NE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -I -C TD -28 _(4) 1" (25mm) DIA HOLES i ON 32 3/41' (834mm) DIA T - BOLT CIRCLE. �� (RECS SSD FLU i)S 1" [25mm] l _._.- 3 G� CLOSED PICKHOLES J 1 1/2- /2">> [38mm] 1. S (2) CORED PICKBARS 1 1/8' (29rnm) DIA BOSS > 27 1 /2" DIA 1 1/2' _ [699mm] [38mm] { 26 1/4', /4" DIA ` [ T 77" I [667rnm] �T 1 1/2" i 2s" DIA [[38mm] �f 1/b" (6mrnm) DIA DIA 3 1/8" I- 24" DIA, ( T NEOPRENE GASKET [79mm] ,moo I �_ 28 7/16- DIA 6 p� r [722mm] [16mm] �,.______,—_ 23" DIA ! 1 1 [584mm] X - 36" DIA 25" DIA [914mm] (635mli O.D. OF GASKET GROOVE FRAME SECTION SECTION SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. l MAIN LINE T SALT TREATED FINISHED GROUND —�` 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 EMB SPRIP 0 NO. 68 REMAINING BACKFILL_ SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION --INTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTSIN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE _ WITH t�1TH N0. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALT_ BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH 6" MIN. LINE _ VARIES D.I. PIPE 2500 PSI CONCRETE'`a�T PLAN I SPACING— SPACING---- SPACING.. 'm. T D.I. PIPE ANCHOR NO, IAT FIRST JOINT ABOVE GRADE _SPACING MANHOLE. 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' r 50% OR GREATER NOT OVER 16' �yT�TZ y' PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 i 04 €Y. a� z 00 kk� q Q) CV r�j 0 s, v us: A 'Z Lj _ v 0 cv G a 0 0 �Z�> z 0 cV I Ln N 00 Q Ld0 < 04 L! 0 � Lli M z 0 Ld 0 0 - F- z Ld -I LTJ W CY_ cj_ 0 (l) 4 0 0 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT 3E LOCATED WITHIN THE RIGHT OF WAY. VARIES - WATER SEWER 3 %O o � rt � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHSI WATER OR SEWER ONLY - e0' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS EASEMENT WIDTHS NTS FIG, W-1 ill -1 Too view -------- - 4 6" MINIMUM 4' MINIMUM 4 Q' - 1 �• ° 4" MINIMUM T - 41.© d. v J NOTE: RESTRAINED JOINT FITTINGS. F - _ - Side View - - - - - 42" Minimum a 11 Certification of 95,1 I '� - - cornpaciion required Galvanized Steel Beam, I f a W12 x 14 (min. size) - d 3' min. penetration into undisturbed 45' soil , or as approved by the a ACSA. i- i�m=�=�I'F-- >i;=1�1,1f1 I- �I I I -III -I i i�l 11-I I I- 1 I- = TYPICAL THRUST BLOCK IN FILL AREA. NTS FIG. W -3B TD -5 PLACE 5' GALVANIZED WITNESS ' POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o1 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT - TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE - II _- ADJUSTABLE VALVE BOX W/ LID II � z U 5 a z �1 M.J. GATE VALVE WATER Iia 1 LINE 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK—\ � �a. 4. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 1/8 BEND GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN - INITIAL BACKFILL- 24" MINI MINIMIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE 'FRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'f,,il-� INITIAL BACKFILL--\94'MI UNSTABLE 8" 8" - SOIL ',,-- If MAIN. MIN _ MIN MIN X68 STONE -0- GRANULAR FILL AS u; -..... ...:.::...,f= APPROVED BY ACSA STABLE 501E OR ROCIZ' STABLE SOIL OR ROCK NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIE INSTALLATION & BEDDING N TS - FIG. W-2 �- TD-2 ASTM A36 AND HEX NUT ASTM A588 (T(P) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA ��- SOIL (TYP) ALL -THREAD ROD / v -WATER MAIN VALVE 24" MIPd UNDISTURBED EARTH _LAq 4 f777 s -CLASS A-3 CONCRETE MIN10 18" F{ ENATION UNDISTURBED EARTH 5= C TION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN, 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH Is LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W -3C.'. TD -6 ' ^�rAPRESSiON x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL NOT No DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. IOMPRE55ION x 3/4" MALE PIPE COUPLING PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE A`HERE AN IRRIGATION METER IS NOT PROVIDED. ---CAST IRON LID r ERSETTER Nt(;tART TYPICAL_ SERVICE LATE RAL INSTALLATION --- (5/8" & 1" METERS) - N TS FIG. W -6A TD -10 FINISHED GRADE -1T1, I7rT _1 TRENCH rD--3 =TT TITI`-T Fr=TI T- -TTI- l CITI I +--2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL - -- 18" Mr1. PROFILE VIEW _ UNDISTURBED SOIL - EDGE 24' FAIN. - - - - OF TRENCH-.--- d a REDUCER S„ IDN. d' A I 2500 P.S.I. CONCRETE THRUSI" BLOCK--> d a ... 8" MIN. UNDISTURBED SOIL - EDGE 4 t -- OF TRENCH T 24" MIN. a I �- NOTES: PLAN VIEW NOT TO SCALE . NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. m 3 MINIMUM HORIZONTAL PENETRR TION INTO UNDISTURBED S01_ ON BATH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. ® 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN FRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS, COVER LIFT NOTCH 12 3/8" C WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL. METER BOXES (5j8„„ -V' METERS) NTS FIG. W-7 TD -13 NTS FIG. W -3D TD -7 - FOR BENDS 8" & SMALLER PIPE SI ZE_ A USE STRAP ON BEND WITH C D 45' Z1 ,._._. OF BEND, max - L 2 USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" 1,_2" ON ALL PIPE SIZES 45' Max 8" 45° I max a 2'-6" - FOR 18" BEND USE 3 STRAPS PLUG i I AS SHOWN. D l 2 I - f 2'-6" I FOR ALL BENDS 2" FOR TEE OR WYE FITTINGS --- � WIDEN TRENCH TO - - ACCOMMODATE ANCHOR IF 1 m� 2" REQUIRED. 18., _ BEDDING AS REQUIRED M - 3, 0„ 4,_6,> 2/2,. 2'-6" 3'-G � . •: :. G V-6 2'-8" 1 1/4' PLUG 45" 3°-0' 4'-3" 2'-6" MIN S-3" 2" MIN T 3'-3" -0 T SECTION 1-1 3'--9" SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. 18° s5'-0) SIZE OF 4,_0" (FEET) 2 1/2° CU.I'D. (FEET) CU.YD. 6'-O" 3'-0„ 3'_3„ BEND 2 1/4„ 8" L H T L H T 45' 90 7_.50 ?_.SO 3.01 0.24 2 1/4'° 12"-3' 9'-0' 3'-3" 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 � 00 2.25 2.50 0.7 5 2 1/2" _- 0 11 1/4 1.50 2.00 2.50 0.10 d I- 90 3.66 3.16 3.21 0.48 8 45 2.66 2.56 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.15 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.8.3 3.83 3.42 0.83 E-& 45 3.33 3.58L.95 0.43 3.83 4.00 2.83 05222 1f2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. Ti1RUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE ; CHANGES DIRECTION, CHANGES SI7-E, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRE -LE THRUST BLOCKS - -NTS FIG. W-3 FINISHED GRADE -1T1, I7rT _1 TRENCH rD--3 =TT TITI`-T Fr=TI T- -TTI- l CITI I +--2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL - -- 18" Mr1. PROFILE VIEW _ UNDISTURBED SOIL - EDGE 24' FAIN. - - - - OF TRENCH-.--- d a REDUCER S„ IDN. d' A I 2500 P.S.I. CONCRETE THRUSI" BLOCK--> d a ... 8" MIN. UNDISTURBED SOIL - EDGE 4 t -- OF TRENCH T 24" MIN. a I �- NOTES: PLAN VIEW NOT TO SCALE . NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. m 3 MINIMUM HORIZONTAL PENETRR TION INTO UNDISTURBED S01_ ON BATH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. ® 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN FRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS, COVER LIFT NOTCH 12 3/8" C WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL. METER BOXES (5j8„„ -V' METERS) NTS FIG. W-7 TD -13 NTS FIG. W -3D TD -7 - FOR BENDS 8" & SMALLER PIPE SI ZE_ A USE STRAP ON BEND WITH C D ANCHOR BOLT ON CENTER LINE F ,._._. OF BEND, V-9„ USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" 1,_2" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS 8" ADJACENT TO BELLS. - 2'-6" - FOR 18" BEND USE 3 STRAPS 2'-6" 1 1/4' AS SHOWN. D 2°-9' f 2'-6" 2'-0' BARS iry 12 ON CENTER 2" FOR 12 BENDS & {LARGER � 4'-3" ---B�- 2'-3' CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SI ZE_ A B C D E F ,._._. 6" V-9„ 2,-3„ 2,-6" 1,_2" 2,-0" 1 1/4" 8" 2'--3' 3'-O' 2'-6" 1'-6' 2'-6" 1 1/4' 11 1/4' 10" 2°-9' 3'-9 2'-6" 2'-0' 3'-0" 2" 12" 3'-0' 4'-3" 3'-0' 2'-3' 3'-6" 2" 18., 3.-6,. 5,-6„ 3._3" 3, 0„ 4,_6,> 2/2,. 2'-6" 3'-G 2'-6' V-6 2'-8" 1 1/4' 8' 3°-0' 4'-3" 2'-6" 2'-6" S-3" 2" 22 1/2'_ 10" 3'-3" -0 S-0' 2'-9" 3'--9" 3�-0' 3'-6" 4' _3" _2" 2"- 18° s5'-0) 7'-6 3,-3" 4,_0" 5:_8„ 2 1/2° 4„ - 6:, 3'-0„ 6'-O" 3'-0„ 3'_3„ 3,_3„ 2 1/4„ 8" 3'-6" 61_a- 3'-0„ 3,-8„ 3'-9„ 2 1/4„ 45' 4'--3" 5'-0" 2 1/4'° 12"-3' 9'-0' 3'-3" 5'-0 5-9" 2 1/2" 18" 6'-6'11'-0'3'-9" � 0 6'-0'7'-3` 2 1/2" 1-I 1 1-1 1 1-1 1 1-1 1 I-, ' 1-1 1--t 11-1 1 1- "11 I-1 I I, i I 1=1I IE 1 11- I I I-1 11=1 11_ III III I i i-1 I I-lil-lil CRIMP AND ROLL END OF COPPER PIPING �ba 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN, SHUT-OFF CORPORATION STOP �y TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W -6B CHART FOR UPPER VERTICAL BLOCKING WIDTH = DIM. "F" C THICKNESS OF FILLET WELD STRAP = 1/4" STANDARD HEX NUT 1 4" THICK LATE WASHER 3" THREAD I I � 1" NOMINAL INSIDE -'' 3/4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE l PlDEBELLI #4 BARS @ 12" - CENTER FOR 12" BENDS & CONCRETE CLASS "B" 12 LARGER I. C - SECTION NOTE: STANDARD 90" HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD --4 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS _ THE LOCAL STANDARD, 1 LENGTH OF BRANCH VARIES 6' MIN 7 TO 1U' -� (270') 18"-22"VALVE BOX 7 CU. FT. \ #68 STONE-\ - r 42"MIN 6" GATE %VALVE TEE 2500 PS.I. CONCRETE BASF AND THRUST °f +• BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITICNAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT- AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN 'THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 4" DIAMETEf AND VALVE WATER TD -8 \/ARIFq ON-LINE (TYPE "B") J. PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE- r� -BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK CO METER BOX (SEE FIC. W-7) VALVE BOX -NO. 57 STONE M.J, FITTING -N `2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS k VARIES VARIES 2" PVC OR BRASS PIPE -WATER `-WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE -PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 FD -11 TD -19 U n C) 0 0D � o J � r � U ct P1 m r� 5A cn tl 00 Z tzlN W Q 0 �' t7 b� > aoe m. LJ 5 to 0 N- LO I r•1 C3 LLJ _j � LL_ 0 CD � 0 _- 0 a Z 0 w r- > 0 d I- Z �' f t -: t f {s �t `w`' RISK " "rah AtYA- ,� a r�- __._ 9.3" _ — _._--- ,I i (236rnm) A I ' E I. ' 1 I I I j (,,4,�-,7NNI��� I l' r 01 r jai---) (305�r�mi �I' �, _� i I J7�. V \ �_ } r (r , I,� . f I I 1 _t___ "'-...._ �"{ ' __ __ . �. --.- _.�._. -- -`cam ('122mm( 3.3" , (97mm) R 1 vl bj_.�._..__-_._.__ .�•- _ _ _ �.... I Putti -Level Senear location (ordered as an option( XW2 LUMINAIRE I f b ._, Y ,� ,S *P y' :,. o+ C OF (79mm) -. 'EMAOR Photocell location Receptacle ordered optio,` 1. 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C1 r- . ... Luminaire Schedule - ------ - --- 0 - ---- -- � Symbol Qty Label Arrangement t. 0 N ILLS Total Watts Description----- � - _-- - 23 __- 2 - ---- -038--1 -038---2 --Lumens/Lamp ' SINGLE �@ 130° 9196 -- 9196---- 1.000 1.000- 1978-----� -344 - - ---_ OSQ-A--NM-3ME-B-- 7K--UL-BZ +----OSQ-BLSMF I � L_ --- 193 � XW2 -- SINGLE -- -- � 2722 1.000 --- 2450— --- OSQ-A-NM-3ME-8-37i�� UL®82 + 05Q- BLSMF XSPW--A�-0--2�--M---G-U-Z _ -- - ��I ai 0 . I 03 *1 W �� d & '�.�� p„� Z, Ga 0 Lr)� .. ' ,T0. J t. 0 N m 0 co by S ax�a 1 N 0 fT z 1`4 C_) 0 r I -t- s ae'-' t�J m r 0 °a LTi � a U W Cd 10 'w $ 6d U N 0i 00 t w ,r Z' W C7 .V z ri � N *� z 2 1 0 Lr)� I C1C) 01% 0 0 CD I 04 I C14 C_) CV I -t- Ii z 0 w LTi � a U 0 su :7 C7 z ri z _j Id !:�LLJ 0 ) cn 0 (n g 57 c5' av 010 @ R 6' `'cp� �.r► �;en ' I . Appendix 9B-2 L D-22'9 Storm Drain Design orn UtRtiOn (fi� .\ LD -229 ROUTE: 1201 PROJ: The Vue_ July 2000 STORM SEINER DESIGN COUNTY: Albemarle DISTRICT: Whitehall vt 3b COMPUTATIONS DESCRIPTION: Blue idge Ave. Storm Sewer SHEET . ':�' U <, to 0.0 N\ V,rj I k v 0 0, ��i\ \� 6��� Appendixcp LO -204 NOTE: THiS )=t7€" VA PRINTS ON 8,5'X 14" PAPER STORNIVVATER INLET COIViPUTATION SHEET Rcv. Aa12016 2TE PF�UJ �Tne Vue [GR'Te SHEET 1 CF 1 INLETCL t - __ RUM- OFF COEF. _ C tNLET 'rime RAIN FALL RUN- OFF Q INVEF:-r ELF-VAVIONS LENG'rl-i u DIA. L _._ FLOVV '7IME- MINUTES REMARKS POINT POINT ACRES FI _ U ACCO M- ULAT ED _ MICJ- UTE ®I 'y _ _ _ UPPER ENL LOWER ENCS k✓F FT./FT. IN- C.F.S. F.P-S. 1.3T Q � (1) Surh'ce (3) (4) (5) (3) LU (3) (9) U (-11) L (13) (114) (15) 16) (17)M11L (18) 38 37 0.21 0.90 0.19 0.19 5 6.67 1.27 710.60 700.78 103.00 9.530 15 21..6 9.1 - OK (�cl� �.fi s 0.03 u a U 5.2 _ 1.4S G) 1 u) 11.58° cic 23.8 3.3 0.94 OK 36 35 35 EX. 0.09 0 ( w I ... .„I µ ' 677.85 699.01 'f,} 137.00 31.00 5.650 1.97°, o r 8.6 3.2 0.27 0,16 if f= 3.3 0.04 V 9.1 i 13.2 fr D LU j CFJ _.. Z�� ( fIf ;.E .fJ IIa Si. ♦-� u`) 9.53 :V 9_1 f.� 1.27 .t,. 0 +t, 0 0 W 0.32 `_ '10.9- <. 710.85 716_47 0 V - C) F lU t 0 �.' CL rf rtC O l CS '� f7 rp Ck .Y tI1 - rn () (9'} (1U} (11) _(12) (13} 4 f15) i6) (17) 18} 191 (20) 521) (22) (23) (24) (25) =(3) {27 t28 �l ('3U ;31,132 3;s) 38 37 3B 3B 12 6 .21 0 . 03 0.90 0. 90 .100.19 °-. o? 0.03 4 4 0.76 0.12. 0 0 0.76 0. 12 0.04 0. 14 .0203 '0.0203 2.24 0 . 82 2 2 00-.•9-8-)..083 2 .44' . 083 3.99 3 . 99 1.0 1 . 0 3.5G,1460.16'7 3 . 50 P. 146 0 _ .I 6 r 7.12 4 . 78 12.00 6 . 00 1.65 1.2F 1 .76 0 36 3B 10 0.09 .90 .oe 0.pg 4 0.32 0 0.320.10 .0208 1.25 2 1.60 o.o33 3.99} 1.0 3.50 .1160.167 6.53 10.00 " I F- i - - 9 0f l VDOT Drainage Manual PROM "r0 AREA 1]RAIN "A" RUM- OFF COEF. CA tNLET 'rime RAIN FALL RUN- OFF Q INVEF:-r ELF-VAVIONS LENG'rl-i St_OPE DIA. CAPA- CITY VEL. FLOVV '7IME- MINUTES REMARKS POINT POINT ACRES C INCRE- MEN -r ACCO M- ULAT ED _ MICJ- UTE _ IN./3-iR C.F.S. _ UPPER ENL LOWER ENCS FT. FT./FT. IN- C.F.S. F.P-S. 1.3T Q � (1) Surh'ce (3) (4) (5) (3) _S (f) (3) (9) (1 c)) (-11) _ (12) (13) (114) (15) 16) (17)M11L (18) 38 37 0.21 0.90 0.19 0.19 5 6.67 1.27 710.60 700.78 103.00 9.530 15 21..6 9.1 0.19 - OK 37 36 0.03 0.90 0.03 0.22 5.2 6.60 1.4S 699.61 677.95 187.00 11.58° 15 23.8 3.3 0.94 OK 36 35 35 EX. 0.09 0 0.90 0 0.08 0,00 0.30 0.30 5.9 6.2 6.38 6.29 1.91 1.91 677.85 699.01 670.11 (568.40 137.00 31.00 5.650 1.97°, 15 15 16.6 9.8 8.6 3.2 0.27 0,16 OK - OK I 0.7 3.3 0.04 1,45 9.1 i 13.2 1.29 0.45 0 0 0._ 3-- 4r Z�� 2} 2 700.49 707,.53 - 1700.61 15 1.271(103 9.53 9.82 9_1 0.32 1.27 0 0 0 0 0 I 0.32 0.42 '10.9- <. 710.85 716_47 rr LL1347 Rev. 57I8/IG HYDRAULIC GPADE LINE (HGL) I of 1 1VDOT Drainage Manual Appendix 9B- LD -347 Hydraulic Grade Line Computations PROJEG'r. The VUe SI -i E=E F. IPILET Outlet - VNat_r - - D, O., - t, 3f, ----( Ht --- ----- JUll1C rION LOSS -_.- = --= ` tV Finai ft'let Wager � Rim (°) 0�7 � 04 1.3T Q � STt'.TIC)rl Surh'ce Iy .o _0 Ld "� V, H, Q: V, n,V. V; H, ,n,;J!e I-ia H: FI, Ht H Surface Elev _ {I)_ 1+35 Elev. _ (2) 670.01 {:3) 75 (4) t.9' 191 (5) 31 137 (F} _ 0.21 (7) 0.0'7 7.74 {H) 3.2 8.'0 (0) 0.04 0.29 (10) 1.91 1,91 (11) 8.0' 3.3 (1 2) 16.4 2y 1.15 0.04 (13) 0,.10 (14) 71 61 (15). 0.70 0.02 -(16) 1.14 0.32 _(�17) E {1.°') (1_9) 1.14 Efev. {2rJ} 671.15 {2'i) 675.50 2+76 671.151 ---- 15 -�-- W 5.65 _ LIJ _ 6.3 0.01 _ - �- 8.061 679.21 681.8'7 4+67 679.21 15 1.45 187 1.12 0.7 3.3 0.04 1,45 9.1 i 13.2 1.29 0.45 0 0 0._ 3-- 4r Z�� 2} 2 700.49 707,.53 5,74 1700.61 15 1.271(103 9.53 9.82 9_1 0.32 1.27 0 0 0 0 0 0 0.32 0.42 '10.9- <. 710.85 716_47 rr I F- 90' K=0,70 50, K = 0.50 20' K = 0. 25 FINAL. H = Ht + Ht 80' K = 0.0g 40' K = 0.43 1.5' }: = 0.19 H,=0.35V,212g: H„=0.25Vt2/2g: Hv=KV,2/2g: Ht=H,-E-H -He I9K=0.81 30' t'.=0.36 1" K=a.'t3 UU' K=0-56 25' K = 0,30 6, 'r, = 0.C6 9 of I V DOT Drainage Manual I all a ` tV r I (°) 0�7 CD 04 Iy 6 `' _0 Ld "� c) w Eo S _ J tl. 1 H'7 _ L m 8 -J 1 1�1 - Pya }ml z i7 ct Z -j W LIJ �I .N w/ pcq 0 ffl Z�� >, I all a tV I (°) 0�7 CD 04 Iy _0 Ld "� c) w Eo 11 I all tV I (°) 0�7 CD 04 Iy _0 Ld "� c) w Eo 11 L m 8 -J ,m z i7 Z -j W