Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP201800018 Plan - Submittal (First) Preliminary Site Plan 2017-03-26
GENERAL NOTES PRELIMINARY SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA .1 c t mutucl 5(3x7 plat) �_ EXIS71NG CULVERT OWNER: MARTHA JEFFERSON HOSPITAL Q 6015 POPLAR HALL DRIVE, SUITE 214 OVERALL LAYOUT SHEET NORFOLK, VA 23502 DEVELOPER: RIVERBEND DEVELOPMENT CURB & GUTTER 455 SECOND STREET SE, SUITE 400 GRADING & DRAINAGE PLAN CHARLOTTESVILLE, VA 22902 PROPOSE© ASPHAL T (434)245-4970 ENGINEER: COLLINS ENGINEERING NOTES & DETAILS 200 GARRETT ST, SUITE K PROPOSED PAVER (IMPERWOUS) CHARLOTTESVILLE, VA 22902 PROFFERS (434) 293-3719 TAX MAP NO.: 07800-00-00-02OM3 DB 4935 PG 500 TOTAL PROJECT AREA: 26.98 ACRES TOTAL ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL WITH PROFFERS (ZMA 01-015), PRESERVED AND MANAGED • STEEP SLOPES OVERLAY AREA. 100 YR FLOODPLAIN OVERLAY DISTRICT TOPO & SURVEY: SURVEY PROVIDED BY ROUDABUSH & GALE DATED JUNE, 2017. TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY, 2006. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY 2018. DATUM: NAD83, NAVD 88 EXISTING TERRAIN: WOODED UNDEVELOPED PROPERTY SLOPING DOWN TOWARD THE RIVANNA RIVER AND INTERSTATE 64. PROPOSED: 250 RESIDENTIAL APARTMENT UNITS, CLUBHOUSE, AND AMENITIES (100) 2 & 3 BEDROOM APART. UNITS AND (150) 1 BEDROOM AND 1 BEDROOM W/ DEN APART. UNITS WATER SUPPLY PROTECTION AREA: N/A WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN ALLOWABLE DENSITY: PER ZONING APPLICATION PLAN - PARCEL I (16.65 ACRES) = 250 UNITS: 15 DU/AC. PROPOSED DENSITY: 250 UNITS / 16.65 ACRES = 15 DU/AC GREENWAY DEDICATION: 10.33 ACRES DEDICATED TO OPEN SPACE AS PART OF THE OVERALL M13H DEVELOPMENT PLAN - OPEN SPACE TO BE OWNED AND MAINTAINED WITHIN THE DEVELOPMENT (10.33 ACRES OUTSIDE OF THE 16.65 DEVELOPMENT AREA) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 60 FEET SETBACKS, SEE ATTACHED PROFFERS, SHEET 11. PROPOSED APARTMENT COMPLEX TO BE LOCATED WITHIN THE 16.65 ACRES AS SHOWN ON THE REZONING. SITE PLANNING WILL EMPHASIZE LARGE LAWNS AND CAMPUS -LIKE SETTING. SUBDIVISION STREETS: CURB & GUTTER UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE EXISTING VEGETATION: WOODED LIGHTING: PARKING LOT AND BUILDING LIGHTING TO BE INCLUDED WITH THE (FINAL SITF. PLAN. LIGHTING SHALL CONFORM TO ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINAiNCE. LANDSCAPING: A LANDSCAPING PLAN SHALL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER AND COMPACTOR IS PROPOSED ON-SITE FOR TRASH SERVICE FOR THE APARTMENT COMPLEX. PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. PARKING REQUIRED: 2 PARKING SPACES PER (2) AND (3) BEDROON UNITS & 1.5 PARKING SPACES PER (1) BEDROOM UNITS 100 (2) BEDROOM UNITS = 200 SPACES 150 (1) BEDROOM UNITS & (1) BEDROOM UNITS W/ DEN = 225 SPACES TOTAL PARKING SPACES REQUIRED = 425 SPACES PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 425 SPACES STREAM BUFFERS/FLOODPLAIN: THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS 100 -YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER FEMA MAP NUMBER 51003CO145D ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR THE EXISTING STREAM BUFFER OR 100 YEAR FLOODPLAIN. THE PROPERTY IS WITHIN A STATE DAM INUNDATION ZONE AND FEDERAL DAM INUNDATION ZONE ALONG THE RIVANNA RIVER. ALL PROPOSED DEVELOPMENT SHALL BE LOCATED OUTSIDE OF THE LIMITS OF THE INUNDATION ZONES. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE GRADING PLAN SHEET S. RECREATION: THE APARTMENT COMPLEX SHALL INCLUDE A CLUBHOUSE AND POOL AMENITY FACILITY, A TOT LOT RECREATION AREA, (2) PASSIVE RECREATIONAL COURTYARDS, AND TRAILS/WALKING PATHS THROUGH THE OPEN SPACE AREAS. TOTAL AREA = 36,140 SF LAND AREA: BUILDINGS: 2.23 AC. (8.7%) PARKING AND TRAVELWAYS 3.87 AC. (14.3%) SIDEWALKS: 0.74 ACRES (2.7%) RECREATIONAL AREAS: 0.83 ACRES (3.0%) OPEN SPACE AREA (PART OF THE OVERALL MJH OPEN SPACE): 10.33 AC. (38.3%) OPEN SPACE WITHIN THE DEVELOPMENT AREA: 9.98 AC. (33.0°!x) IMPERVIOUS AREAS: 298,120 SF (6.85 AC) TOTAL PARKING AREAS AND TRAVELWAYS: 168,825 SF SIDEWALKS: 32,170 SF BUILDINGS: 97,125 SF PAVED PARKING AND CIRCULATION AREA: 168,825 SF CRITICAL SLOPES: MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. IMPACTS TO MANAGED SLOPES ARE CONSISTENT WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. NO IMPACTS ARE PROPOSED TO THE EXISTING PRESERVED SLOPES. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STORMWATER MANAGEMENT: A STORMWATER MANAGEMENT WET POND SHALL BE CONSTRUCTED AS SHOWN ON THE GRADING AND DRAINAGE PLAN. THE WET POND SHALL PROVIDE WATER QUALITY AND DETENTION FOR THE OVERALL DEVELOPMENT AREA. THE TOTAL DRAINAGE AREA TO THE WET POND IS 11.29 ACRES. ADDITIONAL WATER QUALITY NUTRIENT CREDITS AND/OR SWM DEDICATED PRESERVATION AREA MAY BE REQUIRED TO ACHIEVE THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. A FINAL WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL, PRIOR TO LAND DISTURBING OPERATIONS AND PRIOR TO FINAL SITE PLAN APPROVAL. PRELIMINARY SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA .1 c t mutucl 5(3x7 plat) �_ ff>_ TMP 78 - 20MI NJF ft all Land 8c Oevalag— t 0o B. 2544 pp. 249-250 (pl.,1 D.B. 2607 pp. 572-573 {tp[at) 0.6. 1673 p. 676 {plc 1 s, 1 w IN SHEET LAYOUT SCALE: 1" = 100' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 250 APARTMENTS UNITS (CODE 230) ADT: 1880 VPD (840 ENTER/ 840 EXIT) AM PEAK: 128 VPH (26 ENTER/ 102 EXIT) PM PEAK: 155 VPH (101 ENTER/ 54 EXIT) RIGHT /LEFT TURN VDOT CALCULATIONS PETER JEFFERSON PARKWAY EXISTING TRIPS (BASED ON 2017 TRAFFIC ANALYSIS FOR A POTENTIAL REZONING ON THE PROPERTY) VPH: PETER JEFFERSON PARKWAY EASTBOUND: PEAK AM: 194 TRIPS PEAK PM: 322 TRIPS WESTBOUND: PEAK AM: 408 TRIPS PEAK PM: 210 TRIPS LEFT TURN ANALYSIS: PROPOSED TRIP COUNTS MEET A LEFT TURN WARRANT RIGHT TURN ANALYSIS: PROPOSED TRIP COUNTS AND TURNING MOVEMENTS WARRANT A RIGHT TURN TAPER FOR BOTH ENTRANCES. NO RIGHT TURN LANE IS REQUIRED. PWOJECT, O� VICINITY MAP SCALE: 1" = 1000' EXIS71NG CULVERT COVER 1 Q • OVERALL LAYOUT SHEET CURB LAYOUT AND UTILITY PLAN 4 CURB & GUTTER S GRADING & DRAINAGE PLAN b PROPOSE© ASPHAL T 7 NOTES & DETAILS PROPOSED CONCRETE NOTES & DETAILS 9 PROPOSED PAVER (IMPERWOUS) 10 PROFFERS SENCH MARK T- VOOT STANDARD STOP SIGN 200 ------------- EXIS77NG CONTOUR • ff>_ TMP 78 - 20MI NJF ft all Land 8c Oevalag— t 0o B. 2544 pp. 249-250 (pl.,1 D.B. 2607 pp. 572-573 {tp[at) 0.6. 1673 p. 676 {plc 1 s, 1 w IN SHEET LAYOUT SCALE: 1" = 100' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 250 APARTMENTS UNITS (CODE 230) ADT: 1880 VPD (840 ENTER/ 840 EXIT) AM PEAK: 128 VPH (26 ENTER/ 102 EXIT) PM PEAK: 155 VPH (101 ENTER/ 54 EXIT) RIGHT /LEFT TURN VDOT CALCULATIONS PETER JEFFERSON PARKWAY EXISTING TRIPS (BASED ON 2017 TRAFFIC ANALYSIS FOR A POTENTIAL REZONING ON THE PROPERTY) VPH: PETER JEFFERSON PARKWAY EASTBOUND: PEAK AM: 194 TRIPS PEAK PM: 322 TRIPS WESTBOUND: PEAK AM: 408 TRIPS PEAK PM: 210 TRIPS LEFT TURN ANALYSIS: PROPOSED TRIP COUNTS MEET A LEFT TURN WARRANT RIGHT TURN ANALYSIS: PROPOSED TRIP COUNTS AND TURNING MOVEMENTS WARRANT A RIGHT TURN TAPER FOR BOTH ENTRANCES. NO RIGHT TURN LANE IS REQUIRED. PWOJECT, O� VICINITY MAP SCALE: 1" = 1000' SHEET INDEX TITLE EXIS71NG CULVERT COVER 1 Q DROP INLET & STRUCTURE NO OVERALL LAYOUT SHEET CURB LAYOUT AND UTILITY PLAN 4 CURB & GUTTER S GRADING & DRAINAGE PLAN b PROPOSE© ASPHAL T 7 NOTES & DETAILS PROPOSED CONCRETE NOTES & DETAILS 9 PROPOSED PAVER (IMPERWOUS) 10 PROFFERS SENCH MARK T- VOOT STANDARD STOP SIGN 200 ------------- EXIS77NG CONTOUR SHEET INDEX TITLE SHEET COVER 1 EXISTING CONDITIONS 2 OVERALL LAYOUT SHEET 3 LAYOUT AND UTILITY PLAN 4 LAYOUT AND UTILITY PLAN S GRADING & DRAINAGE PLAN b GRADING & DRAINAGE PLAN 7 NOTES & DETAILS S NOTES & DETAILS 9 NOTES & DETAILS 10 PROFFERS 11 TOTAL SHEETS 11 NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG -12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ADDITIONAL NOTES: 1. ALL OPEN SPACE SHALL BE PRIVATELY OWNED AND MAINTAINED. 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAY AND TRAVELWAYS AND WILL NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER. APPROVALS I DATE DEPARTMENI' OIC' COMMUNITY %iLVELOPMEN`-f -m SCOTT R. COLLINSIZ No. 35791 IQNAL m 4n z 0 LLJm (� w z Q Z Z o Lu ce u ,Z c H t+l u w w z 0 z w V) z J 0 v P N 0 0 N 3 N Q X N 0 s 0 U 7 L_ N C 0 0 0 T3 e 0 U 0 U 0 N E 0 z n tU T U L_ N ■ ■ ■ > a� 0 6 H � a, L > a L_ z cH u G N 1 ---II 0 Lu 0 L 6 z L o Lu s C3 ui N U � 0 0 L_ < u N L N ®..J 0 _ > U I= a z w w Zz z w zV) z J 0 > Lu L_ 0 LL V LN n x x N N F N U U 0 n WN U JOB NO. 0U 172131 SCALE v NIA SHEET NO. N 1 ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESC E ALBEMARLE COUNTY SERVICE ALIIE+ORITY VIRGINIA DGI'ARMEN I' OF TRANSPORTATION HE Is`T'II I7IjE ARfl'MENT _ -m SCOTT R. COLLINSIZ No. 35791 IQNAL m 4n z 0 LLJm (� w z Q Z Z o Lu ce u ,Z c H t+l u w w z 0 z w V) z J 0 v P N 0 0 N 3 N Q X N 0 s 0 U 7 L_ N C 0 0 0 T3 e 0 U 0 U 0 N E 0 z n tU T U L_ N ■ ■ ■ > a� 0 6 H � a, L > a L_ z cH u G N 1 ---II 0 Lu 0 L 6 z L o Lu s C3 ui N U � 0 0 L_ < u N L N ®..J 0 _ > U I= a z w w Zz z w zV) z J 0 > Lu L_ 0 LL V LN n x x N N F N U U 0 n WN U JOB NO. 0U 172131 SCALE v NIA SHEET NO. N 1 y ,f ., -BENCHMARK EXIONG SANITARY, SEWERS MANHOLE TOP ELE�= 446.0i, NOTES: J 1. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO289D ADOPTED FEBRUARY 4, 2005. 2. SURVEY PROVIDED BY ROUDABUSH & GALE DATED JUNE, 2017. TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY, IRI a SCOTT R. COLLINStZ No. 35791 , 1aNAL Y JOB NO. 172131 SCALE - 1 "=1 00' SHEET NO. 2 z Li! LLJ Z: 0 z w cn z J J a CJ O .a. G Ql C O U C QJ i 3 VI Q_ x Q) QJ s O i 3 C X O U' C O U L C O U i O C d C s 0 L) L) (13F c G U O U QJ O C Q) > U C i Q7 Q) O O g Q7 O i 3 Q. C 6 O N Q1 a a s u� 0 6 C L O v U S v U O Q Q) L l Q E z LI� ' L LJ z z W L) z J J a v 0 a� a 0 Q a� U X N Q) L -Y v L a E u U a v 0 U O m O _a C a c a CL v ai J L,o Z 0 Lt 0 (i �~" � 5 Q H � J Wd LL1 � ceJ Q E � Lu Q Q r'4 � t C('1 JOB NO. 172131 SCALE - 1 "=1 00' SHEET NO. 2 z Li! LLJ Z: 0 z w cn z J J a CJ O .a. G Ql C O U C QJ i 3 VI Q_ x Q) QJ s O i 3 C X O U' C O U L C O U i O C d C s 0 L) L) (13F c G U O U QJ O C Q) > U C i Q7 Q) O O g Q7 O i 3 Q. C 6 O N Q1 a a s u� 0 6 C L O v U S v U O Q Q) L l Q E z LI� ' L LJ z z W L) z J J a v 0 a� a 0 Q a� U X N Q) L -Y v L a E u U a v 0 U O m O _a C a c a CL v ai "CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTI( NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED B) TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WI1 A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN s DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT rPRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE - SHREDDED HARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING, ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNER ASSOCIATION. m m :at � f ° ...........+ 4 M 140I!DING #,l -"`y + i 4 3 3/4 STORY BLD x b.; 42 UNITS -FFE" '4 70.fi7 i is i LLE=46 67, `''-�- - - --- stip S - w I. i t. ....„. .. ,,K, ... , /'a. :.:.3?1..Y... ::.5...... .. °s .::� V' ..9:.. - ..:i:.:.., '::.:L': _.x;,,..,: .tt. ..F' fit, at" ',:C FFF_d1R 3R .. ...>..,.1r{ ... \............ ._.....L. `,!.:. __.1� � �(-ice"' .A"' `, x ! 7 ■ 1.701 0 25 GRAPHIC SC 50 11 ( IN F�T 1 inch d ft. SCOTT R. COLLINSZ No. 35791 � i i • i • • m m :at � f ° ...........+ 4 M 140I!DING #,l -"`y + i 4 3 3/4 STORY BLD x b.; 42 UNITS -FFE" '4 70.fi7 i is i LLE=46 67, `''-�- - - --- stip S - w I. i t. ....„. .. ,,K, ... , /'a. :.:.3?1..Y... ::.5...... .. °s .::� V' ..9:.. - ..:i:.:.., '::.:L': _.x;,,..,: .tt. ..F' fit, at" ',:C FFF_d1R 3R .. ...>..,.1r{ ... \............ ._.....L. `,!.:. __.1� � �(-ice"' .A"' `, x ! 7 ■ 1.701 0 25 GRAPHIC SC 50 11 ( IN F�T 1 inch d ft. SCOTT R. COLLINSZ No. 35791 � m zZ 0 U 0 l Z Z L S J W W � Z wa 00 LLJ rn i C> rN 101 EM GRAPHIC SCALE 30 0 15 30 60 6ME6 PM I'Msommommomma- ( IN FEET ) 1 inch = 30 ft. 120 oNo. }^' w w -N LUU :"N C ujz v 0 C N 0 mmuffm 0) V) v (, X, � 10 U) j CNh O w CN U N Z Z i1? yi�y} l� O Q 11i_Y� CL L N z d L tD 0 O N w Q F --j N V Q L Q dLl M Z Q h F- CL >Ul a Ld J w Ld Z w to Z W LU Cie 0- J O ce u � • h L U v CL l..L U— O L CL mi < ag� > N C:) ro-a U X 0 C) < O Co r„Ji 0J N w LU U U a Q LU y Q'kD JOB NO. U m 172131 r N SCALE 1 r'=34' � d v N SHEET NO. 5 fn -N LUU :"N C ujz v 0 C N 0 mmuffm 0) V) v (, X, � 10 N o CL CL j CNh O w CN U N i1? yi�y} l� O uj 11i_Y� CL L N z d L tD ��2s LU O N F --j N V Q L Q h F- CL >Ul a Ld LLJ Ld Z w to Z J O u � • h L U v CL l..L U— O L CL mi < ag� > N C:) U X 0 C) < O r„Ji 0J N U LU U U a Q LU y JOB NO. U m 172131 N SCALE 1 r'=34' � d v N SHEET NO. 5 NOTE: MANDATOR`,' INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED, iii, CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REOUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS W T lIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF 7HE START OF CONSTRUCTION. 2, UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMIT TTED WI774 THE TEST RESUL TS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR W17HIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY, ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FiELD VERIFIED AT THE TIME OF CONSTRUC770N. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, IT 1S DEEMED NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WID7HS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECRONS, AS SHOWN ON THE TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FiNAL SUBDIVISION PLAT VALIDATION, SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA77ON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CON7ROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10, TRAFFIC CONTROL OR OTHER REGULATORY SiGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LiMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER 774E SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON 774E ROAD PROFILES 13. A VIDEO CAMERA INSPEC 77ON iS REQUIRED FOR ALL STORM SEWERS AND CUL VER TS T VA T ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTEE) IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY C0NS7RUCT7ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING' CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS 07HERWISE NOTED. J. EROSION AND SiL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 7HE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS7RUCT70N. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER T SLOPES OF 3.• 1 OR BETTER A RE OBE A CHIEVED. 6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNiFOR'M TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 110. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES GRADING 1. THE LA TEST ED177ON OF THE ROAD & BRIDGE SPECiFiCA TIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF 7REES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. 07HER TREES AND VEGETAT70N WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETAT70N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRi VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MiNIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAiNS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECiFICA77ONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACT70N OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA YEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MA 7ERIAL. IF 774E SSV VALUES ARE LESS THAN 10, 7HE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE 1, ll, OR IN PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED iN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE iS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5 THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA T WENT IS APPLIED, 7. PRIME COA T MUST BE APPLIED TO BASE MA SERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COA T RC -250 0 03 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICARONS 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUC7URES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY 7740SE S7RUC7`URES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED W17HIN THE STREETS RIGHT OF WAY. tG-90 I �7 WQTlt OF A -4-_I --^ -U R WIOIH OF ENTRANCE PROVIOMA MA MW 4°TRAVERfiABL£ WIDTH IS ACOIM%E6 WITH A VAX. 2y. CROSS :SLOPE. SECTION B -B LIM- LIMITS ROUTE EXPANSION /CANT- MAl#.NE ROIGWAY SLOPE SFPDTRIAY OE55 AOENED N-TRAV, CC -3 OR G0-7, Tt+E CURB FACE ON THIS q _G` SPACE UNPAVED SPACE STANDARDAIDED FTCT T R_ FA {� SPA,{ PARANOLIC I, M LE CFIWRAIDN-- t 15X TINGE OR PROPOSED STIEWAL.K OR SIDEWALK SPACE OF CUIRB WILL WIDIDE WITH TIE 7YaP OF A COURSE OF THE 5'4E�BfiRBCTURE. MAINLINE ROADWAY NdCLUCEO IN �`ENTRA4CE pP�ApVEEMENT NO {MF.NT N iF l %n*; T6 .. EXPANSION A094T.. *7", GUTTER U tJ WU {pp .�+ � � $�7 {�-, � 4D f?I OMIT:- k GESS ROMJTE Nt]H-$RAVERS E CESS ROUSE '. � v � X IN TEE SECTION ON GS iNBNA STANDARDL 5. • b, "b?- PEDESTRIAN ACCESS ROUTE DETAILS WITH & 10' IadN4nw FOEt '�..� v+rLaw LING C+DMN�RC'IAL' ERTR,AFiCE WITH44T UPAVED SPACE ADIXTIfK{AJ- RNOWT^OF-WAY IB REO E6 IF THE LIMITS OF PEDES7IWAN AJ;CE5S ROUTC EXTEND BEYOND 0TSTNO 1"3" w r E WIDTH IIA bA'b DESIRABLE -' EXPA'S!uu JOINT ABSOLUTE MINMUM 16' ABSOLUTE MIWA4YM 12' P d• OR PROPOSED YD£➢T Ft.GH'T-bF W fii 7S'. POINT OF GFt,A€7E CHANGE O ECCE; OF PAVEMENT --l" A X 12 X MAXIMUM' INCREASE IN SLOPE AT MINIMUM HJ' INTERVALS IiN[D7TISTRUCTI;I}, STABLE RM AND�SL� RE54STAN TSS � tti, • a a' - - A. .-� HALE PLA PAiH GONNECTiNC. ALLA[:CE5SaLF ELI�M£NYS Of' A FACILITY THAT CAN 8E APPACIACHED, ENTERED AN} -)SEP BY PEDESTRIAN$, NORMAL GLUT HER' 6' AGCd2EGATE 8A$E TYPE ISIZE 218 TUtNA.T CQRCURREN t,Y SECTION A -A ROAD AND BRIDGE STANDARDS SFEET t OF I REVI5LQN DATE 20.3.03 07195 i l I I 1 TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 250 APARTMENTS UNITS (CODE 230) ADT: 1680 VPD (840 ENTER/ 840 EXIT) AM PEAK: 128 VPH (26 ENTER/ 102 EXIT) PM PEAK: 155 VPH (909 ENTER/ 54 EXIT) tiG•f2 f NOTE- C©MPONENIS OF CURB RAMPS COMET 4F THE FOLI.UWING� At i Gi e�Y.'.LHENLEEE4AR£St) {G 2K4RCC- 1N1MCLI NE MF EtIW SQUARE YARPS! GENERAL NOTES; T?ETEGTABLE WARHTNO SURFACE LAREA IN SQUARE YAROst 1. THE DETECTABLE WARMING SHALL BE PROVIDED BY TRUNCATED DOMES. EAFH Of THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND 54GLLO BE 2.. OETF,"I AHC£ WAMNG SHALL BE FROM IW MATFMALS APPROVED LIST FORT SUMMARIZED DOR EAC'N CLAM& Cert RAMP. DETECTANLE WARNING SUFAC.ES. PRODUCTS NOT LISTED S'HALI. MEET SIDEWALK -RAMP 12;1 MAX 'THE RECIu REMENT'S Or THE SPEvLw. P'ROvIS,0N FOR CG -12 DETECTABLE aB.i MALS WARNING SURFACE AMD SHA -L -BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. - 3.. SL13P'N G SIDES OF CURB RAMP MAY HE PDOREER M6NC7LITRICALLY WITH RAMP A+ I`LOOR OR BAY LEN, PERMISSIBLE CONSTRUCTIONS JOINT WITH REOtIRLD OARS. 4. IF RAMP FLOOR IS PPECAST.HOLES MUST K PROVIDED FOR DOWEL BARS 54 8 THAT AOjG*INC Tub D SIDES CAN BE CAST IM PLACE AFTER PLACEMENT tar `O+1 MAX PREtASY RAW FLIM{. PRECAST CONCRETE. 'SHALL BE CLASS A, 4. TYPE A S. REQUIRED BARS ARE T6 BE KO.5 X S"' PLAIDED t CENTER Tt3' CENTER ALOING �q p PERPENDICULAR BOTH :ODES OF THE RAMP FLOOR; MID -DEPTH OF RAMP FEDOR. MINIMUM PERPENDICULAIR CONCRETE COVER #,". S. CURB F CURD AND GUTTER SLOPE TRANSITIONS ADJACEW TO CURB RANO% ARE INCLUDED IN PAYMENT FOR CURB ! CURB AND CUTTER. 5"MIN. 7.. CPRS RAMPS ARE TO BE LOCATSOt AS SHDWW ON THE PLANS OR AS DIRECITEO - ° 12,140 BY THE ENCOIEFR, THEY ARE TO BE PAOVOED AT INTERSECTIONS WHEREV!€R T_._-} y{A� AN PCCESSISLE ROUTE WITHIN THE RCHT'OF WAY OF A H10HIIAY FACILITY' - C06SSCS A. CURB REGARDLESS OF WHETHER SIDEWALK ;S. EXISTaNI;. PIt Etl, - OR NONE)OSTENT. THEY MUST HE LOCATED WIPHIN PEGESIRM GRCSSWALX(5 - -- AS SHOWN ON PLAINS CR AS DIRECTED IAL Tiff ENGINEER. V S.- TR.I NO'�T - T`YK'E Et BE LOCATED BEHIND VEHICLE STOP k1hES. EX L1CPF PCEFS FELE . HYDRANTS, DROP INLETS, EVC. AC:;ESSOLS ROUTES PROVIDE A 41ONTNNT %Is PARALLEL 1111TRUCYED 5111.1 11AI AND SL'1' RESISTANT PATtH CONNECTING ILL AC,FESFiE ELt`MFMTE C,tF A FAPTITY THAT CAN BE APPROACHED, ENTrWGI AND USED BY PEOESLRIANS. EI. RAMITIS MAY 6E PLACED ON NADIAL OR TANGENTIAL. SECTIONS PROVIDES THAT .. THE CURB O'ENNG IS PLACED WITIIM THE LIMITS 01' THE CROSSWALK " _ 1'2;4 MVmM � THAT IPE SLOPE AT THE CONNEC'lUON OF THE GIAR13 OPENING 1$ _ PERPENDICUL.A(R TO TFE CURB. WIT �� 0,. TYPICAL CONCRETE. SGEWALX IS 4" THTCK, IAHEN THE ENTRANCE RADICANNOT- ACCOMMODATE IME TURNING REWREMENTS OF ANTICIPATED HEAVY TRUCK' •- TRAFFIC, REFER T4 STANDARD, CG -t5, G6MIAERGAi EMTRMMOE {HEA'MY 4" ` -. A7 X .2' ROHER THAN TRUCK TRAFFIC} FOR CONCRETE DEPTH, EDGE OF PAVEMENT to, WHEN CURB RATANS AVE ESE0 IN CONTUNCTION WITH A SHARED USE PATH, AT X3{ , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE TINE WIDTH OF THE SHARED uS E PATH. It BREN ONLT LINE MRS RAMP IS PROV00 FOR TWO CROSSiNCS- (DIAOONALI, TYPE; C A 4'w 4'LANONU AREA SHALL BE PROVIDED TCL MANEUVER A WHEE'.LCHAIR PAIdALLEL. II PERPENDICULAR Mc y 71 E CROS5WALK WITHOUT 901% INTO, THE TRAYELwAY THIS 4'x 4' LANOINQ AREA MAY INCLUDE THE: GUTTER PAN. - T,$, ALL GASES WHlPRE CIAT9 RAIAPS IM TE,R'SEGT, A RADIAL SECTION OF .TRUNCATED DOME 0 .6"^2-4" 0-C CURB AT ENTRANCES OR S"REET ED9I{EOTIO1+f5 THE OE'TECTADLE --.'j' Y WARNING SURFACE BRA" HAVE A FACTORY RADIUS OR BE PIELD Q P 4 g Tr � -MODLFED AS RECOUMIEkDE4 BY THE. MANUFACTURER 10' MATCH - THEBACKOFCURB. - �140G 09400 0000 .. Ct0OGCS 000 0000 L"No AMP -..�' ;, zSSFtAaoOvalttatMoO¢TTF 4 7 I'Y O 0 0 O 0 Q 9 U 4 p G 0 %-'x"IF 13ASE DiAl<TER 9QQ 000 00400024TOP utAftylim ',? -DETEOTA8I.E WARMI3G' a, AT SACK OF CLRa ,_i 4„ k VARIABLE FOAL WIDTH T;F RAMI FLOOR SES NOTE 12- ^`-+. EASE DNAMA_TER [DETECTABLE WARNING TRUNCATED DOME T TAB LIMITS � INSTALLED ON A RADIUS DETA)L DETECTABLE DE*r WARNINGCI£'I' AIL CO -1 DETECTABLE WARNING SURFACE T71 ROAD AND BRIDGE sMANDAMiOs NEC SHEET IOF 5 REVS10N. DATE (GENERAL NOTES) 265.09 67115 Y1RaNIA DEPARTMENT OF TRMSPORTATION NOTES, #I IF PEDESTRIAN ACCESS ROUTES6EINa J '4 �"� w.w•o A-I PROVIOMA MA MW 4°TRAVERfiABL£ WIDTH IS ACOIM%E6 WITH A VAX. 2y. CROSS :SLOPE. SECTION B -B WHEN USED IN CONJUNCTION WITH STANDARD MAl#.NE ROIGWAY SLOPE =- *R CC -3 OR G0-7, Tt+E CURB FACE ON THIS q _G` STANDARDAIDED FTCT T R_ FA {� SPA,{ PARANOLIC I, M LE CFIWRAIDN-- t �..,, •- ,."• OF CUIRB WILL WIDIDE WITH TIE 7YaP OF A COURSE OF THE 5'4E�BfiRBCTURE. MAINLINE ROADWAY d A y b pP�ApVEEMENT NO {MF.NT N iF l %n*; T6 • tC. �. , Md 4,CTG-2 NS TC y{ SURFACEEET'TF d A• 8• 4TY,O,V �A, '. � v � X IN TEE SECTION ON GS iNBNA STANDARDL 5. • b, "b?- 4/9O1Ai/Y76E9 Vex CHANGE°--^•-•-.,^. X 10' IadN4nw FOEt '�..� 5' Id49. C+DMN�RC'IAL' ERTR,AFiCE SECTION C -C III CONSTRIU OF AAss As II.E.S.rCONC. IIA bA'b SECTION A -A P d• POINT OF GFt,A€7E CHANGE O z A X 12 X MAXIMUM' INCREASE IN SLOPE AT MINIMUM HJ' INTERVALS . d", • y, w - n 't'W' X'. k X 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10°INTERVAL AAD 8 % MAXINILU DECREASE FOR SUCCEEDING 044UM 10' INTERVALS ®. a• o� s"r ;" o:' S14Ci#. A• v SECTION 0-0 STANDARD ENTRANCE GUTTER °N SRIEFFRENCE502 ujW UJ VRGINIA OEPARTMEkC OF TRANSPORTATION i l I I 1 TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 250 APARTMENTS UNITS (CODE 230) ADT: 1680 VPD (840 ENTER/ 840 EXIT) AM PEAK: 128 VPH (26 ENTER/ 102 EXIT) PM PEAK: 155 VPH (909 ENTER/ 54 EXIT) tiG•f2 f NOTE- C©MPONENIS OF CURB RAMPS COMET 4F THE FOLI.UWING� At i Gi e�Y.'.LHENLEEE4AR£St) {G 2K4RCC- 1N1MCLI NE MF EtIW SQUARE YARPS! GENERAL NOTES; T?ETEGTABLE WARHTNO SURFACE LAREA IN SQUARE YAROst 1. THE DETECTABLE WARMING SHALL BE PROVIDED BY TRUNCATED DOMES. EAFH Of THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND 54GLLO BE 2.. OETF,"I AHC£ WAMNG SHALL BE FROM IW MATFMALS APPROVED LIST FORT SUMMARIZED DOR EAC'N CLAM& Cert RAMP. DETECTANLE WARNING SUFAC.ES. PRODUCTS NOT LISTED S'HALI. MEET SIDEWALK -RAMP 12;1 MAX 'THE RECIu REMENT'S Or THE SPEvLw. P'ROvIS,0N FOR CG -12 DETECTABLE aB.i MALS WARNING SURFACE AMD SHA -L -BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. - 3.. SL13P'N G SIDES OF CURB RAMP MAY HE PDOREER M6NC7LITRICALLY WITH RAMP A+ I`LOOR OR BAY LEN, PERMISSIBLE CONSTRUCTIONS JOINT WITH REOtIRLD OARS. 4. IF RAMP FLOOR IS PPECAST.HOLES MUST K PROVIDED FOR DOWEL BARS 54 8 THAT AOjG*INC Tub D SIDES CAN BE CAST IM PLACE AFTER PLACEMENT tar `O+1 MAX PREtASY RAW FLIM{. PRECAST CONCRETE. 'SHALL BE CLASS A, 4. TYPE A S. REQUIRED BARS ARE T6 BE KO.5 X S"' PLAIDED t CENTER Tt3' CENTER ALOING �q p PERPENDICULAR BOTH :ODES OF THE RAMP FLOOR; MID -DEPTH OF RAMP FEDOR. MINIMUM PERPENDICULAIR CONCRETE COVER #,". S. CURB F CURD AND GUTTER SLOPE TRANSITIONS ADJACEW TO CURB RANO% ARE INCLUDED IN PAYMENT FOR CURB ! CURB AND CUTTER. 5"MIN. 7.. CPRS RAMPS ARE TO BE LOCATSOt AS SHDWW ON THE PLANS OR AS DIRECITEO - ° 12,140 BY THE ENCOIEFR, THEY ARE TO BE PAOVOED AT INTERSECTIONS WHEREV!€R T_._-} y{A� AN PCCESSISLE ROUTE WITHIN THE RCHT'OF WAY OF A H10HIIAY FACILITY' - C06SSCS A. CURB REGARDLESS OF WHETHER SIDEWALK ;S. EXISTaNI;. PIt Etl, - OR NONE)OSTENT. THEY MUST HE LOCATED WIPHIN PEGESIRM GRCSSWALX(5 - -- AS SHOWN ON PLAINS CR AS DIRECTED IAL Tiff ENGINEER. V S.- TR.I NO'�T - T`YK'E Et BE LOCATED BEHIND VEHICLE STOP k1hES. EX L1CPF PCEFS FELE . HYDRANTS, DROP INLETS, EVC. AC:;ESSOLS ROUTES PROVIDE A 41ONTNNT %Is PARALLEL 1111TRUCYED 5111.1 11AI AND SL'1' RESISTANT PATtH CONNECTING ILL AC,FESFiE ELt`MFMTE C,tF A FAPTITY THAT CAN BE APPROACHED, ENTrWGI AND USED BY PEOESLRIANS. EI. RAMITIS MAY 6E PLACED ON NADIAL OR TANGENTIAL. SECTIONS PROVIDES THAT .. THE CURB O'ENNG IS PLACED WITIIM THE LIMITS 01' THE CROSSWALK " _ 1'2;4 MVmM � THAT IPE SLOPE AT THE CONNEC'lUON OF THE GIAR13 OPENING 1$ _ PERPENDICUL.A(R TO TFE CURB. WIT �� 0,. TYPICAL CONCRETE. SGEWALX IS 4" THTCK, IAHEN THE ENTRANCE RADICANNOT- ACCOMMODATE IME TURNING REWREMENTS OF ANTICIPATED HEAVY TRUCK' •- TRAFFIC, REFER T4 STANDARD, CG -t5, G6MIAERGAi EMTRMMOE {HEA'MY 4" ` -. A7 X .2' ROHER THAN TRUCK TRAFFIC} FOR CONCRETE DEPTH, EDGE OF PAVEMENT to, WHEN CURB RATANS AVE ESE0 IN CONTUNCTION WITH A SHARED USE PATH, AT X3{ , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE TINE WIDTH OF THE SHARED uS E PATH. It BREN ONLT LINE MRS RAMP IS PROV00 FOR TWO CROSSiNCS- (DIAOONALI, TYPE; C A 4'w 4'LANONU AREA SHALL BE PROVIDED TCL MANEUVER A WHEE'.LCHAIR PAIdALLEL. II PERPENDICULAR Mc y 71 E CROS5WALK WITHOUT 901% INTO, THE TRAYELwAY THIS 4'x 4' LANOINQ AREA MAY INCLUDE THE: GUTTER PAN. - T,$, ALL GASES WHlPRE CIAT9 RAIAPS IM TE,R'SEGT, A RADIAL SECTION OF .TRUNCATED DOME 0 .6"^2-4" 0-C CURB AT ENTRANCES OR S"REET ED9I{EOTIO1+f5 THE OE'TECTADLE --.'j' Y WARNING SURFACE BRA" HAVE A FACTORY RADIUS OR BE PIELD Q P 4 g Tr � -MODLFED AS RECOUMIEkDE4 BY THE. MANUFACTURER 10' MATCH - THEBACKOFCURB. - �140G 09400 0000 .. Ct0OGCS 000 0000 L"No AMP -..�' ;, zSSFtAaoOvalttatMoO¢TTF 4 7 I'Y O 0 0 O 0 Q 9 U 4 p G 0 %-'x"IF 13ASE DiAl<TER 9QQ 000 00400024TOP utAftylim ',? -DETEOTA8I.E WARMI3G' a, AT SACK OF CLRa ,_i 4„ k VARIABLE FOAL WIDTH T;F RAMI FLOOR SES NOTE 12- ^`-+. EASE DNAMA_TER [DETECTABLE WARNING TRUNCATED DOME T TAB LIMITS � INSTALLED ON A RADIUS DETA)L DETECTABLE DE*r WARNINGCI£'I' AIL CO -1 DETECTABLE WARNING SURFACE T71 ROAD AND BRIDGE sMANDAMiOs NEC SHEET IOF 5 REVS10N. DATE (GENERAL NOTES) 265.09 67115 Y1RaNIA DEPARTMENT OF TRMSPORTATION NOTES, �. MAINLINE ROWAY J I. THIS ITEM MAYBEE )PRECAST OR 0467 Id PLACE. A-I 2. 1 I PflECA'STAS'S AJ IF CAST N )NAGE PLAIN VIEW 3. CURB HAVING A RADIUS OF 3DO PEST OR LESS OF QM) WILL BE PASS FOR AS MAl#.NE ROIGWAY SLOPE =- *R OFA W PARABOM CUM A. THE DEPTH OF t MAY BE R€4'i70 AS MUCH - A AS 3" 4M" IDEPTHA Ott INCREASED AS MUCH AS 3" CIT' DEPT'HM. N ORDER' THAT THE BOTTOM 0 0 �..,, •- ,."• OF CUIRB WILL WIDIDE WITH TIE 7YaP OF A COURSE OF THE 5'4E�BfiRBCTURE. MAINLINE ROADWAY d A y b pP�ApVEEMENT NO {MF.NT N iF l %n*; T6 NO A DEC"HC'AStt OR AIM "MW N L Md 4,CTG-2 NS TC y{ SURFACEEET'TF d A• 'PEPAGE T5 FttYi-4 A4ASH4WTT AFW A fiF TI'E VDOT EoAD OE58CI'1 1AANDC IN TEE SECTION ON GS iNBNA STANDARDL V) 10' IadN4nw FOEt D A b 5' Id49. C+DMN�RC'IAL' ERTR,AFiCE -, de • BASE III CONSTRIU OF MAX CFU4I.i''.'S 1111111 A PARABOLIC COOL. IIA bA'b SECTION A -A P d• ER %�TANDARD . ': aa- . 115A I ,-PTTA4S'SO4.E C';1'T,. - 5,10 f .1^iPd'C f f TFU JCATED _� SEE SHEET I: -IF A FOR UE TAILS TANGENT FLAN STD. r'G-i SECTiON A -A NOTE= FOR CZl;EgAN. NOTES MON' THE DETECTABLE WARuNG &t KIAGE. SEE WET f OF 4. GR -2, 2A ITYPE PARALLEL R 'CRGYINCULAR APPLICATION RgiMW3'1+'IRktlMNI KANF iFht;rH AY 4RALYL N 'ITL T sM Peac€�T d" Ct' S" CURD O 2 4 1 4 i T 4 S O. 11 i 73 Tw 1 � WTE= T'.F REDIVIRED LENGTH OF A PARALLEL RASP IS,L M'"to TO 15 FEET', iReDA{7OAss OF TLIC SLCPL'. N I� CSSWALS TYPiCAL PLACEMENT At INTERSECTION WITH BUFFER STRIP THE SELECTION OF Cl,*e TYPE; VID T'K GtMIaF'4WRAT*4 OF IhR UTEITY .TARP RAY 'VARY TO LEFT FDLETTNG FICO MUDITIONS X40 804WAY CAL ,'FROGS: PIVtDO.C: THE DIAL-6UNS AND %CFES ARE AS NOTIFFE .x AT A d"` sNDBfER TP,+V,' d AST `r.;`I lz_ lAs `ITC OF CUT.'D TITS O'OVI N D :PARALLEL b PE*FENIT CULAO aI IGIM FOR ALTERATf4uI5 CAN OE USED WITH ADMDIMIG O.TT`ERTRIP, .A NUIIC AT SOTIOM O TWO C -D lfiC SEES WITH 5CY' X OD° MIid. O&i?ENS-. TRE tiMORt FSE'RP tKu' 4Ai4 RUN 70 IK STREET CAN BE PRDTFCFED By A LADSr'APEO SE13XX OR CUNN£CTTT TO TIE: 3DEiIN4LK MTH A'HllR £D SLAFACG. CG -12 DETECTABLE WARNING SURFACE � �"�`" FI,"Y TYPE C (PARALLEL & PERPENDICULAR) APPLICATION I'MCSN:A DEPARTMENT OF TRANSPORTATIGN X 27-YA " MIN - 2$)'`,I"° MAX RAIL HEIGHT GR -2 G -A POST SPAGINCM C `Qa' POET SPACINCI MAX DYNAMIC DEFLECTION 3' MAX DYNAMIC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS 'SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED O"NG CONSTRFICTION F AM AS DPEETED BY THE ENGINEER. FOR OETAkS OF POST AND BLOCKOVTS SEE SHEET W. 501.05 FOR AE TAILS OF RAL ELEMENF. RSL SPLICE JOINT. AID A5S4CIATE4' HARDWARE SEE SHEET NCS 401,49 AND .`,01.02, RAL ELEMENTS ARE FURMSHED '•WOP CkJWfZD FOR RA011 HVWfItN S FEE, AND 150 EEE$. ALL GUARDRAIL POSTS SPALL BE SET PLUMB, POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN YI" PER FOOT FROM VERTICAL, W -BEAM. BLOCKOUT5, AMPOSTS SMALL BE SET AN ALIGNED WITNPLJT ALTERATION OR FORCE, AS PER ELECTION 5505. OF THE SPLC;IFICATJON$. ALL H 047 OF'A 'RMNN 2BT y' MARIA £E KkINTAINED A' A AS WA5URELO PER $TAWARU CR -N5. ALL W^AEAARAILS BE LAPPED y TWIi TION OF VEHICULAR TRAVEL FOR THE FINISHED ROA7riAY. THE /OPTIONAL OR -2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL. RMI. ON THE BACK OF THE POET FOR STANDMB GR -2A SHALL BE APPROVED BY THE ENGINEER PRIOR T4 INSTAI,LATKIN. s OPTIONAL GR -2A METHOD : OPT/'*& GR -2A METHOD USING NESTED RA, U5I G A DDU1 kNAL RAT. ON BACK OF T'D`AT WHEN NESTED RAL OR ACCITIONAL. RAE 15 PLACED ON @ACV OF POST FOR CR -2A THE POST SPACING WILL BE V-3".. lwm` 'SX" D07 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWNG IS ON FILE IN THE. CENTRAL OFFICE. SPECJC _ STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERSIFA ROAD 40 BRIOW ST'AIITIAI ROAD AND BRK3GE STANDARDS REVISION DATE SLEET i OF 1 SHEET 4 SOFREVISION /SATE (STRONG POST SYSTM 221 201.01 �•�5DI.OtN�2 -X08114 YIROMA DEPARTMENT OF TRANSPORTA.TION.. IVTH ' WsCOTT R. COLLINSz 35791 M�:- TRIP GENERATION 111=100' KIM NOTES. T. TAS FMA MMI' ggBE PRECAST Int {MAST YO PLACE. pS P OPRECAS 'J A3 F, CAST IN PLACE,, COMO MLT194 C71=9=1412 A RAUMS OF 3OD FEETSIAi.L BE PPAiD FOR RADIAL- CONIRMITION CURET k CUTTER. - +. faa W{Tk STAYR IZEO ert uRI�Eo LA`T'ER, T"rE 807$04¢ OIF TTE C4R±8 k .,MNAW TO THE SLOP£VI%ECT6CTODpLL UEI" or THE FAV£AEIfi, - S. ALLOWABLE 13IITM FOR TILE USE OF CO -6 6 BAS€D ON ROADWAY CLASSIIFKAT17H ACIP SEEM SPEED AS SHOWN R T ROADW UN & IN APfUlM ON SECTION ON GS lWaW STANDAIM p RIS AREA MAY HE E AT -THE OPiRDII TIF - �IiiRAETOR COk4BINATION 6" CURB AND GUTTER VF~ DEPARTMENT OF TRAPOPOITIATION I I I IAn STREET jppRomm CRe±IMNS TO IE AS IAAS MANE ABY ( IESmAtm '5HCYM CN PLAHS> C t - -..-. -. - -•. -- -• CRALMUS TO BE AS C - TNtiN SATIN ON PLANS) f' C" CSE NOTE n NOALK CSITTEE 3) 18 � OPTION& I ' _ FLOW LICE - 2 IgTE1010TH Ir 2p �. MAINLINE ROWAY J S i ON TYPICAL A-I PLAIN VIEW MAl#.NE ROIGWAY SLOPE M W PARABOM CUM ELT£ PF SIOR R SL � _ _R """ "` 4FTI9NOdFlow L.IE717 0 0 �..,, •- ,."• _ DI MAINLINE ROADWAY 0 ID SL TYIAIR E _ �■■� V) 10' IadN4nw FOEt 5' Id49. C+DMN�RC'IAL' ERTR,AFiCE III CONSTRIU OF MAX CFU4I.i''.'S 1111111 A PARABOLIC COOL. SECTION A -A OEM � "ElIAB SECTION C -C �a•;a .� 00. •. . A ROAD. AND RFW?41E: STAERD,Y7w REYwom PTE7 SET 1 OF 1 CO 11 GENERAL NOT, ES T, wH£i1 04-7193 9rGFD FST 51TiFET c4R�CrRMi-4 THE CONSECTM MUST P II AL`COR[lMVC£` WITH. 1.k+5NT4 gpam�,,g�Y ANAP' TTE E _. - OF TtE VDOT RD,MO E1E51CA1J Ii�L DISTANCE, NITS. 2' OF'CAIT AN%T,IIYQfaqfflATE Y TNJ WT}TE RTNfOR SIPEWAU4 4 CURB RAWS {fIE LRWTS OF THE RAM SHOLLD BE 01CREDSED TC P"". 3. WHEN USED N CONJUNCTION WITH STANDARD CG -3 FAi fiSi-7 TIE CdFAGS ON THIS STifWIm IS TO BoA TGTSID MMTCti THE. VOUNITABLE &URB 4, SEE 9TANCOM CG -12 FOR CURB RAMP DE" .TO BE USED WITH TINS 5TPAUAHO. S. OPTION& FLOIWLNH WAY AErQUIRE WAWM OF Ai PORTION OF CUTTER TO PRECLUDE PONO114 OF 'WATER, ENTRANCE NOTES 6, Pl," ARE TO INDICATE WHEN CS'NASTRUICTIOII OF A FLOW LIE }S REWTRFED TO PROYIJE POSIRW DRAVLOGE, ACROSS THE 7. WNUI E PAVEMENT WALL BE 0ONSIMICiED TO THE IBlTF LIaE (E']I{;EP-T ANI' SIABIL1XA1T14H TSD FOR 4MItl.NX PAYE-1EN.T WHICH CAN BE CMITTTD H TT£ ENTRANOE.7 8. RAODI � Gi lICI1TICNk CAIRB Y+G S#'AALL WT � N.1G44Fi'TRiJG7'ED BEYONEi TFE RBW LITE EXCI PT FOR WVCDADff PUR OS°8. $• aiLhST IIS TkE 04TiIN4f.,E £7I'I'HAtEE" TABLE, THESE VALUES An NOT AP'PLICAOLF TO -5TRWI CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES /:RAL£ D-GH%ANCE ENiRNWE VOLUME MJLT(44NLt mmMORE Tmm mw VFO Ox 397 600-lua 47'D 53% 8S LOW LESS- THAT/ 000 4719 R.X NAOTEI ALLOWABLE EMYR44M CR10E TMILE IS NOT AFPLICA9:E TO STREET CONNECTIONS S�CNAL Li W Z CD W3.44 Z W Cn z a U 0 c tU 0 T Q x a In c 0 c 0 t� 0 0 0 U 0 Q v 0 c U Ci. Q) Lu 0 ID LID0 r� s v 0 O 0 4M �---1 0 u C Ln , a Q 0 Lu �iq N ®ui 0 i ce 06 V ICLC) 0 v 0 Z E T= O CD Z Li W W Z E7 Z W U) Z 0 J O VU 0 L O f_ Lu N } U X N N iD ryoo i7 amci E 7 v i0 L- w N U JOB No. 0 172131 -iI SCALE a AS SHOWN SHEET NO. v 8 IL7 1- J M 0 0 0 �■■� V) LU0 O z ujW UJ ce J z F -q Lu ry W3.44 Z W Cn z a U 0 c tU 0 T Q x a In c 0 c 0 t� 0 0 0 U 0 Q v 0 c U Ci. Q) Lu 0 ID LID0 r� s v 0 O 0 4M �---1 0 u C Ln , a Q 0 Lu �iq N ®ui 0 i ce 06 V ICLC) 0 v 0 Z E T= O CD Z Li W W Z E7 Z W U) Z 0 J O VU 0 L O f_ Lu N } U X N N iD ryoo i7 amci E 7 v i0 L- w N U JOB No. 0 172131 -iI SCALE a AS SHOWN SHEET NO. v 8 IL7 1- Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998, except as modified below. 1. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prier to the start of work. 2. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 3. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 4. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. 5. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested before a connection is made to the system. 6. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 7. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading or filling shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 8. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 9. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the spring line of the existing pipe. 10. New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 11. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 13. Trees are not permitted in the RWSA easement. P .rATAdAVr h040 TR4;rrL#r4Y SWTfOX PARd7JAV 121r Ar RA 1MZAv A Sr""fiJiirO 2V a NEW FINISHED GRADE �—EXISTING GRADE 6" VDOT No. 21A AGGREGATE S TONE— COMPA C TED PROVIDE GEOTEXTILE FABRIC IN AREAS REQUIRING STABILIZATION AS DETERMINED BY THE GEOTECHNICAL ENGINEER. COMPACTED SUBGRADE (95%) NOTE: ANY ROCK ENCOUNTERED WITHIN THE FIRST 0.5' SHALL BE REMOVED AND DISPOSED OF. REPLACE ROCK WITH VDOT No. 21A STONE AND PROVIDE 95%4 COMPACTION. GRAVEL PAVEMENT - SECTION NOT TO SCALE NOTE: USE GRAVEL PAVEMENT SECTION FOR SWM FACILITY ACCESS ROAD f •- ,r i ' r • ;;'L �. �•� ': t!� !i #•?.l.} '%tit;,; i.- • r 'r +I t A A 1'+� i n�,� � A A A S �• . - 44 � A • . y Y 4i'• 1s tl�� r � � �' •r�rrr■+''r -� :y i A-' �{ �� +; �-� A A i i i J^ w i j�I Icy �i i t (' • rrr_ �OM%tWlri7 BVI .. '1 ^f .t _ .!d_ -J !ar • �. NO SCALE TOP OF CONCRETE MIN WALL 42„ SITE GRADE RAIL da. :A a SITE <. WALL a " a - FALL R -41Z FASTFArfiVO .OTTAIL NOT TO SCALE iilrr� :rrrrt*irrl Arm-rr�rrrr �_artr����ir���� ■�*� � Irl r r3 t; 21' j46rZSS` ROWD Th PrrLJ%4Y SArTIOAr PA.WAG' M J(d•R ,D SPUCSS MXY AW YV JC" TPFCS SHALL DF ; "'_ANTEE) A (sit `�I1MUM 0 0.' x fa STANKE FkRr-IM SACK OMMM SHLjB•le1AYBEPLA"P4T€DAIIIACErITTiDV,IA! - L, BUT SHALL LST PROOF BARRIDR BENEATH PLA'gIT�NG5 V"?i;.' r" h.ri La9zl k cR�IONIW, LL, LOW-PER'MEA ILITY SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC ,fuuft UPPER WALL STRUC711RAL q 031AA rlkzILL I!! Z LOWER WALL 21 Orr I WALL PLANTING DETAIL I otr " DIA.. GRAIN TILE .3 TO . C) F H (TYPICAL) 12 REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER — GREEN PARKING WHITE SYMBOL ON BLUE * BACKGROUND BACKGROUND — WHITE 4MMM11111 TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW LLGALVANIZED "U" CHANNEL POST CD 0 Cn �o p w o� m� o VDOT A3 GENERAL CONCRETE cn �w Lo o TOPSOIL AND SEED rs XX 4" MIN. HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2 INCITES OF THE LOWER, BLOCK FACE EJ AnchorTM Diamond' X INFORCEMENT CONNECTION WX )(NOT TO SCALE} • �a�nvcmawvsaxsxsess,li«c GROUM WCUM f (5' MIN.) 4" CONC. A. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 41 i FINISHED GRADE H REWORCEMENT LENGTH — GEOSYNTIIETiC REINFORCEMENT 4" DRAIN TILE (ELEVATION VARIES) 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Wos = WIDTH OF OVERSIZING De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHETIC REINFORCEMENT Wos=(21De)+L+6°' Wos AnchorTM Diamond' X 1:1 EXCAVATION OVERSIZING WX (SCALE: 3/8"=1'-0") ®®anaeceaxwnusxsiEe&uc 1 AnchorTM Diamond' X TYPICAL BASE PREPARATION WX )(NOT TO SCALE) DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE op SCOTT R. COLLINSZ No. 35791 ,�tl �S��-IQXAL ELi ��� U qtr Z Li z J 0 a v a U x v v a C7 a U L 0 U a a U 41 C U U 0 m Q -F� U a C 0) L'�{�� s7 7 QXUJIO co � sn l'g N p M Q I a i a a q '+- 0) 1--•I CN N �� v si o L s Uj CL Q 4. Uj LU ]�� b 0 06 ry CL f t N U 1. j o i t N o c E Z Z Of ""� �1,•r,l� W LUw Z LU z W V) "'� �►.r� z F— U) v- 0 LU� � T � • y a � ii !ii! � U— U- " v a LJ U X v Q1 /1 i s � `M v Y a E 7— U �7►_ a LU 8 = v 0 U JOB NO. 1.2131 a SCALE o AS SHOWN ii SHEET NO. v ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. RODDED T $_ VALVES ON DEADEND LINES SHALL BE R O O PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT 3.o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 6 INITIAL BACKFILL-,,,e4",CIN MIN MIN, n17. PAIN. #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REM.GVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE- FOUINDATION IN POOR SOIL UNDER -GUT CONDITION 4'Ral INITIAL BACKFILL- , 4 Mp,l UNSTABLE SOIL -_X68 STONE GRANULAR FILL AE 1 ' APPROVED BY ACSA -`a'TA1. LE SOILO . n K � STABLE SCJIL CR ROCK' NOTE I NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL 3E ALLOWED ABOVE THE INITIAL BACKFILL, h KFILL. , .THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN o" LIFTS. 4. NO ORGANIC'. OR FROZEN BIATERIAL OR DEBRIS SHALL 3E ALLOWED IN THE TRENCH. . BELL HOLES SHALL BE DUG OUT IN ALL GASES. DUCTILE IRON MATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. - SHAI-L NOT FEE LOCATED WITHIN THE RIGHT OF WAY, VARIES WATER SEWER 0 p LOCATION OF OTHER UTILITIES ` (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS WATER OR SEWER TINILY - PT 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 --PLACE 5' GALVANIZE[? " INITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN' REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE I i ADJUSTABLE VALVE BOX 'W1 LID II H c`7 �L. - - - IvI.J. GATE VALVE >� 14 VVATER 4 1 f j LINE / 2500 P,51 CONCRETE � 2'x 2' BEARING AREA. THRUST BLOCK a 4 � a r- ! � 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRAFF. TYPICAL GATE VALVE NTS FIG_ W-5 TO -9 i5 1rr2" F].I.W 1574 CAST IRON CLEAROUT FRAME AND LID 19 11 i" f INSTALLED FLUSH WITH HNISHED SURFACE CONCRETE COLLAR POURED.�0�..t �i � SEE PAVCMEPT AROUND CLEANOUT COVER7 1EXISTING GRADE REPLACEMENT (35(I6 PST} REQUIREMENTS -- PVC FEMALE CLEANOUT'ADAPTER vdrTH IIaVEItTER r>glrr SCREW CAP OR i I FLAT SLOTTED SCREW CAP KOR-N=SEAL N4. S406 10 AVIS° ' WITH 10 IJ4- SAND I \neve PIPE SEE BacstFILI, AND-, j BEDDING � -'.. qS' BEND REQUIREMENTS I _ _PVe PIPE SF"VW'FP, LATERAL Ftfa URE z SANITARY LATERAL f s S VSE ! VOL. TEE AND PLLIGa VOL. �crE ©F (FEET) CU. I'D. (FEET) cu. Yu. \ _q ©ENC a. a aS \ NON -PAGED AREA L H T smoN of-rRENcH _ SECTION SEWER. I 90 OUST WS PROPERTY 1 EASEMENT OR RT.GRT-OF-WAY FUTUREL I tl SAN TARY LATERAL C:alv9niaed Steel Beam, ('IgHLN INLINE LAYOUT REQ'(?) � } �'° I � ,� FLAN VIEW IN PAVED • y 45' 2 aA L 45' fi IP Lx' PL t3C; jf ` I FF FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO - - - - - - ,o ACCOMMODATE mp ANCHOR IF REQUIRED. min �'` / Iv'SI - iRE¢;tJIREQ 45' ` a. IN T T SECTION 1-1 SECTION 2-2 0. 11 ?_ THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES ,SIZE, DEAD ENOS AND AT VALVES. 2. USE 25CG P.S.I. CONCRETE. 3. NO CDNiCRETE SHALL E3E POURED ON ANY PART OF THE JOINT. 4. THE CQIISULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THR 1ST BLOCKS N TS FIG. W-.3 FINISHED GRADE ���.LL 1 T,�-1� ��ITILI j 1111111F.LT1 �_J_Il�� TRENCH A REDUCER 1 e� . �256Q C.S.I. CC]I^JCFtETE THRUST BLOCK UNDISTURBED SOIL PrtiPl. FILE VIEW! PROOF i UNDISTURBED SOIL -EDGE TRENCH °a REDUCER PIPE 7 5pp P.S,I, Ot)1VCRETE THRUST BLr;)GK---1 ---�„Mh1. UNDISTURBED• SOIL -EDGE N47TES; PLAN VIEW « NOT TO SCALE NO CONCRETE SHALL BE POURED ON :4N1' PART OF THE MECHANICAL JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BELTS. 3' h:1HN1MUly! H7RI7C+NTRL PEhiETRATION INTO UNDISTURBED SOIL C?f^d 13'JTH SIDES OF TRENCH, OR AS APPROVED BY THE A4SA. « i' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR As APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION RECIt)IP,EO IN TRENCH. « THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS: TYPICAL REDU'C'ER THRUST BLOCK NITS DEGREE BEND DIIAEN5IONS VOL. TEE AND PLLIGa VOL. �crE ©F (FEET) CU. I'D. (FEET) cu. Yu. \ _q ©ENC a. a aS \ NON -PAGED AREA L H T L H T I- 90 2.50 2.50 3.01 C.24 tl 'm C:alv9niaed Steel Beam, 1'-0" MAX j"} - 2'-D" �'° �15 2:U0 2.05 2.8C� Q.'S � 2.Uu 2.25 2.50 0.15 22 1/2 ?.50 ?.00 2.52 1tl TD -b STEPS CAST IN PLACE 1' 1 4 1_50 z Qo 2.60 o a CONCRETE SECTIONS 12 MIN 4 "0" RING SEALS --. 16" MAX n r . a 9I) 3 66 x.16 3 21 U.4f3 E �, _ SHALL BE 0.20 FEET, 8 45 � 6b 'sac's ?-T"T (i:>� CHANNEL TO HE `n 22 t f2 i.8fi 2.? 2-k�9 U.T3-IB 2.91 268 Q.32 H it 1'4 1.8Ei 2.78 2.8'/ O.i3 PROVIDED. �- MIN. 6" BEDDING NOTE W/` N0. 68 STONE lr i a g Q G d I: r E dr r 9 + 4• 85 3. 8,'5 3.42 C1.8„ r -I 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. _,r � ' � 3..53 3.5F3 2, _ : Q .43 .8' S `' 4.Ot 2. 63 u._1 22 1 j"w 2 33 2.5Fi 2.85 v.24 t*'9JOB TYPICAL MANHOLE FRAME & COVER N.T.S 1 f4 1.83 L.SS 2.84 G.iS TD -31 FIG. S -I -A rD-3 IIIA 4" c"'mFRE5514N A 3/4` MALE PIPE CQURLIN x / QR 111911',111 Eau AL I' TYPE "K"}4\!,f scf cn]FER FOR DDE ON ATTACHED SINGLE FAIAILY -. RESIDENT IAL SE�RMCES OR DUAL RESIDENTIAL pNO IRICIGATIDN ;.ERVIGES. : li'O" TEE @ Ng7Z,' N a rn U DUAL 'SERVICE , 2" COIJFRE SIION � 3/4' MALE PIPE CiIJPLING Dk APPRO�EP ECd1AL $dF7 CAPPER (1( 'OR NSE GN DETACHEir SINCLE FAMILY RESIDENTIAL SERVICE WHERE AN L>RRICATIGN fAETHi IS NOT PROVIRED: SINGLE SFIRVIC:E NOTE; 1) 5AVDLES SHALL 8E ':151!) ON PVC FIFE. L'A5T 1NOR UG T�ITIC- FINISHED GRADE LOC'KMNC ---METER BALVE 1 I !� 1 I^`��.. �30K (INLE7 & f 5 t UJT ET) .?fi" AiW. -'ice _ CiSPvERSETTER 1/6 *BEND "SSiiPL1,YG - S - 1 \ r S II I 1 - 4 = I I L _ METER ¶py 5T[1P �6RI CK AS NECESSARY TYPICAL SERVICE L� TEf;AE INSTALLATION `5/ 1" METERS) NT`„ FIG. N -6A rr)-1 a !. \ PIDTEI -:Ihl. -•I UTAr;EJEF, M4NHOLE E FRE tUIRED, ;•:-,k?-117LL .,;.A 1Al rooT f t kY. o I_ - 1 1' EiL'f, :17'f I :�t yr 3 -sRl, r,}aE T 'Ir LE TELL, ! I # o IEFr E EL EV E fr J. p.t I NFU, EP}T IX 4 � - S 'ERIE, EVER P RuFI LES I HE.IGHTOFTHE VERTI'CALGR"F?IPEWil BECNETERMI.NEDB''P'THEAC-S-A,BUT SH'ALLNOT BELESS THAN T4wo (2,, FEET - 2 VERTICAL DROP PIPE SHALL EE SLR 76 r 1,'t„ SIZED THF SA.'�AF S TH E INCOMING PIPE AND CO INECTE D TO THE DROP FITTING Wfflrl STANDARD GA:SKUJOINT. a ER - i' 4 1+ f:T.0 GHEE' PIPE vFfiAL-- EE S PtlPi'ED7.tT61E Cr'r�;N T T HCiLE AT P9iEE i4eNTS. STPvAPS 5tir11L B'. I,.A� E L F STEEL sT.411'lLES,.. �T�EL 4._ SHAPE IN"e+ERT.AS NEEDEDTQ PsROWDE SIMCOTH TP,ANSITIGN FROPA DROP CONNECTION DISCHARGE T'tiOJNTI TO SPRING UNE Of NIANFIGLE INVERT, 4 DROP CONNECTION INSCHARiTE FITTING SHALE BE, ORIENTED AT 45 DEGREES, tlNTQ TH E FLrJW_ 6 t ER C:CA:I DRUB' PIPE SHALL BE INSTALLED A -T jO DEGREE S ERON! THE ACCESS SFEFS i,..IYIII�INIr IYI7T DI:AIVIETEtI MA,14HOLE %LQLQIR 0 FOR A SIN 1LE 10" CoR!I" DiANIEtER PROP CONNECTION, U'q FIND B" DIANIETER DgOP ODNNECTION ,_ ST�if�L ARD INTITRI IAL DROP CONNECTION Flt::. F- . -r-• Top View f�f 6" MINIMUM �i T' MINIMUM a a- (SEE FIG. S-I-D,E) 4" MINIMUM 4 'm \ _q a. a aS \ NON -PAGED AREA NDTF: RESTRAINED JOINT FITTINGS, v side- view - - - - - 42" Minimum I- SLOPED AREA °A r Certiriea tiorz of 957 `j' (t compaction requirerJ tl 'm C:alv9niaed Steel Beam, 1'-0" MAX j"} - 2'-D" W12 x 14 (Inin. size) \ 9n C W V Y I ti'1 Q C �V ti2 N 3' rain_ penetration into undisturbed +5 soil or ras approved by the a ACSA. ' ce III�II III -III w TYPICAL THRUST BLOCK IN FILL ARRA NTS FIG: W -,3B TD -b !. \ PIDTEI -:Ihl. -•I UTAr;EJEF, M4NHOLE E FRE tUIRED, ;•:-,k?-117LL .,;.A 1Al rooT f t kY. o I_ - 1 1' EiL'f, :17'f I :�t yr 3 -sRl, r,}aE T 'Ir LE TELL, ! I # o IEFr E EL EV E fr J. p.t I NFU, EP}T IX 4 � - S 'ERIE, EVER P RuFI LES I HE.IGHTOFTHE VERTI'CALGR"F?IPEWil BECNETERMI.NEDB''P'THEAC-S-A,BUT SH'ALLNOT BELESS THAN T4wo (2,, FEET - 2 VERTICAL DROP PIPE SHALL EE SLR 76 r 1,'t„ SIZED THF SA.'�AF S TH E INCOMING PIPE AND CO INECTE D TO THE DROP FITTING Wfflrl STANDARD GA:SKUJOINT. a ER - i' 4 1+ f:T.0 GHEE' PIPE vFfiAL-- EE S PtlPi'ED7.tT61E Cr'r�;N T T HCiLE AT P9iEE i4eNTS. STPvAPS 5tir11L B'. I,.A� E L F STEEL sT.411'lLES,.. �T�EL 4._ SHAPE IN"e+ERT.AS NEEDEDTQ PsROWDE SIMCOTH TP,ANSITIGN FROPA DROP CONNECTION DISCHARGE T'tiOJNTI TO SPRING UNE Of NIANFIGLE INVERT, 4 DROP CONNECTION INSCHARiTE FITTING SHALE BE, ORIENTED AT 45 DEGREES, tlNTQ TH E FLrJW_ 6 t ER C:CA:I DRUB' PIPE SHALL BE INSTALLED A -T jO DEGREE S ERON! THE ACCESS SFEFS i,..IYIII�INIr IYI7T DI:AIVIETEtI MA,14HOLE %LQLQIR 0 FOR A SIN 1LE 10" CoR!I" DiANIEtER PROP CONNECTION, U'q FIND B" DIANIETER DgOP ODNNECTION ,_ ST�if�L ARD INTITRI IAL DROP CONNECTION Flt::. F- . -r-• FIG. W -CEJ TD- 7ER i vOWER LIFT NOTCH lA ;f2" d � 12 3/8" t. f EAST IRON I ! 16" GM1IETER 807 L T_ `. 6" EXTENSION RIDE SLOT (2 PLACES) NOTES: (r) p 1-3r/4" DIAMETER HOLE S REQUIRED IN THE LID) FOR TOUCH READ METERS. TYPICAL VETER BOXES (5/8„1„ METEIRs) NTS FIG, '4V-? JD -13 SEWER SERVICE LATERAL CONNECTION NOTES: 4. WHERE k SEWER SERVICE LATERAL CONNECTS TO A. MANHOLE Ahlp NO INVERT ELEVATION FOR THE SERVICE LATERAL IS ING31 ATEt] THE TrI' CROWN} ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST F'li'E CONNECTED Tr] THE MANHOLE. 2, SEWER LATERALS TAPFEp INTO AN EXISTING S EVEvMAIN e WALL BE CONNECTED USING tl PIPE SADDLE, J. MINIMUM GRADE FOR, SEWER SERVICE CONNECTION SHALL HE 2% ;. (14„ PER FOIDT) � 4- ALL SEVrER LATERALS SHALL HAVE A MINIMC9M COVER 2' MIN DIAMETER OF 4", 5, ALL SEWER LATERALS SHALL HAVE A PuIIN11PJUhA COVER OF 3 FEET. SALT �f iii TREATED FINISHED GROUND MARI Ei> 1'LU{, END OF MAIN LINE- �y { ,�rER+✓IDE LATERAL 1s 1i �iE STI \,�1'`! ---IN LINE '�;YE-TEE PLAIN VARIES SEWER SERVICE LATERAL CONNECTION N -T. S. FIG. S-2 TL -33 NOTE: HYDUiA.`dT ls7UST 5E EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD.z _1\ LENGTH C)F BRANCH VARIES 2' r0 10' -'r 1 Qu. FT. 18'- 22" BOX �Ii tr STONE- 6., CA iE ALVE r � 9 TEE 2500 P.S I. 'CRETE PAVE AND THRUST BLACK AGAINST UNDISTURBED STABLE SAIL. `;FEEL PILE WHEN THE SOIL IS DISTURBER OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION T6 I'CYUKIP7G CONCRETE, A STEEL RILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND 'NEEM HALES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1rf2` hd INS CD's:'E R FR0:.3 THE MAIN TO THE FIRE HYDRANT { INCLUDING DITCHER } .5. FINISHED GRACE ``HALL SLOPE AihAY FRCsit THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VrhL4E 15 ALLOWED IN SHOULDER OR BEHIND THE DITCH. ITI_S NOT ALLE7's1EU IN THE DITCH. - 5. FIRE HYpR,RNTS, SHALL NE IN..cTALLEp AT LOCATIONS WHORE 'NEEt= HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED T4 HE I:J 'J•tET AREAS, THE WEEP HALES SHALL BE PLUGGED AND AhiL THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIFE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. IN -4 S- 3 CD TD -34 SCOTT R. C4LLINSZ tJ N TD -6 FINISHED GCZP;uE AIR RELEASE V'AL'E-. -LRLNZE GATE BRASS OR BRONZE PIPE VALVE ,,RAIN TO GRADE IF PASSIBLE ' II�II- -�,�-Tri`"z I =III ,III �:� � ✓ I I -III -11' BRICK SUPPORTS OR SOLID CEMENT c3LQCKS -CRUSHED STONE ,a�f - �'-TYPE "K" SOFT COPPER '-CORPORATION STOP NOTES: 1i A PRECAST MANHOLE CONE AND COVER WITH 'NATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON-TJRAFFIC AREAS, OR APPROVED EQUAL, B 1 'E . SHALL E t 5 I3 5 SMALLER r � C C ITTI, F V ATEF� 2} FOR NATE%XLINE � ,tvi,ALLER THAN t2 USE A 1 A.R.V. AND F NGS. OR r: LINES 12" AND LARGER USE 2'° A.R,V. AND FITTINGS: 3j IN SITUATIONS 5r1?HEh'E THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE :MAIN AIR ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR (?ELEASE VALVE (ARV) NTS FIG. W-9 TD -20 REIvIAINIi�iG BACKFILL SHALL NOT CONTAIN• ROCK MATERIAL 3E"PA1N LARGED THAN 5" IN H"J'Y DIMENSION 24"MIN INTIAL BACKFILL* '6"� rnM11 t� LIFT., ENI BEO%hFIN T * THOROUGHLY OOJAIJriO,TEi1 SPRING LINE 13Y HAND OE'. AI'}�F?OVED OF PIPE MECHANICAL TAMPER __)-HAUt}CHING NO, 68 STOI'iE _ - ---� �-HEp01NG O°' rrtax -� 4" ,7Tin FOUNDATION (SHALL BE @EQIIIRED WHEN SOIL C(_iN61TIONS ARE UNSTABLE ALL -'IRE) NOTE : 1. C;;'EC`! CUTS IN PAVED AREAS WITHIN EXISTING 'VDOT RIGHT -OF -'JAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21.^. STONE. 2.FOR DUCTILE IR{?ta PIPE THE 9t?TTC7M OF THE TRENCH SHALL 8E SCRAPED AND COMPACTED, AND ALL STONES €eEMC}4'ED CD;C A 4" BEDDING OF NO, 68 STbNE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINI?w1UMI GELDING OF N4. 68 STONE TA -1 I C; A L SEWER PIPE INSTALLATION IN TRENCH NTS SH 07% FIG. a W � � W � � I11 � U NO, 0172131 -f7 SCALE o AS W SHO10 FRAME & COVER (SEE FIG. S-I-D,E) 'm STREET SURFACE OR \ NON -PAGED AREA v SHEET NO. I- SLOPED AREA °A r 'm 1'-0" MAX j"} - 2'-D" 9n C W V Y I ti'1 Q C �V ti2 N ' ce w 4 RUBBER COATED STEEL 3'-D" tv11N 0 �r � E yu� STEPS CAST IN PLACE n 5 E a PRECAST REINFORCED CONCRETE SECTIONS 12 MIN 4 "0" RING SEALS --. 16" MAX n r . a MINIMUM ELEVATION � DIFFERENCE .ACROSS M.H. ! 5'` o� � L - J FROM INLET TO OUTLET E �, _ SHALL BE 0.20 FEET, n a � DEPTH OF FLOW CONCRETE VARIES FILLETS _I "� u z 0 s CHANNEL TO HE `n 3/4 DIAMETER OF CONTRIBUTING SEWER_ a a A FILLETED INVERT OR A SMOOTH 1� TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE H T/ PROVIDED. �- MIN. 6" BEDDING NOTE W/` N0. 68 STONE lr i a g Q G d I: r E dr 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, r -I 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. )l TYPICAL_ MANHOLE SECTION SHOWING BRANCH TIE IN t*'9JOB TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -LD TD -31 FIG. S -I -A TD -25 FIG. W -CEJ TD- 7ER i vOWER LIFT NOTCH lA ;f2" d � 12 3/8" t. f EAST IRON I ! 16" GM1IETER 807 L T_ `. 6" EXTENSION RIDE SLOT (2 PLACES) NOTES: (r) p 1-3r/4" DIAMETER HOLE S REQUIRED IN THE LID) FOR TOUCH READ METERS. TYPICAL VETER BOXES (5/8„1„ METEIRs) NTS FIG, '4V-? JD -13 SEWER SERVICE LATERAL CONNECTION NOTES: 4. WHERE k SEWER SERVICE LATERAL CONNECTS TO A. MANHOLE Ahlp NO INVERT ELEVATION FOR THE SERVICE LATERAL IS ING31 ATEt] THE TrI' CROWN} ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST F'li'E CONNECTED Tr] THE MANHOLE. 2, SEWER LATERALS TAPFEp INTO AN EXISTING S EVEvMAIN e WALL BE CONNECTED USING tl PIPE SADDLE, J. MINIMUM GRADE FOR, SEWER SERVICE CONNECTION SHALL HE 2% ;. (14„ PER FOIDT) � 4- ALL SEVrER LATERALS SHALL HAVE A MINIMC9M COVER 2' MIN DIAMETER OF 4", 5, ALL SEWER LATERALS SHALL HAVE A PuIIN11PJUhA COVER OF 3 FEET. SALT �f iii TREATED FINISHED GROUND MARI Ei> 1'LU{, END OF MAIN LINE- �y { ,�rER+✓IDE LATERAL 1s 1i �iE STI \,�1'`! ---IN LINE '�;YE-TEE PLAIN VARIES SEWER SERVICE LATERAL CONNECTION N -T. S. FIG. S-2 TL -33 NOTE: HYDUiA.`dT ls7UST 5E EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD.z _1\ LENGTH C)F BRANCH VARIES 2' r0 10' -'r 1 Qu. FT. 18'- 22" BOX �Ii tr STONE- 6., CA iE ALVE r � 9 TEE 2500 P.S I. 'CRETE PAVE AND THRUST BLACK AGAINST UNDISTURBED STABLE SAIL. `;FEEL PILE WHEN THE SOIL IS DISTURBER OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION T6 I'CYUKIP7G CONCRETE, A STEEL RILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND 'NEEM HALES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1rf2` hd INS CD's:'E R FR0:.3 THE MAIN TO THE FIRE HYDRANT { INCLUDING DITCHER } .5. FINISHED GRACE ``HALL SLOPE AihAY FRCsit THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VrhL4E 15 ALLOWED IN SHOULDER OR BEHIND THE DITCH. ITI_S NOT ALLE7's1EU IN THE DITCH. - 5. FIRE HYpR,RNTS, SHALL NE IN..cTALLEp AT LOCATIONS WHORE 'NEEt= HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED T4 HE I:J 'J•tET AREAS, THE WEEP HALES SHALL BE PLUGGED AND AhiL THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIFE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. IN -4 S- 3 CD TD -34 SCOTT R. C4LLINSZ tJ N TD -6 FINISHED GCZP;uE AIR RELEASE V'AL'E-. -LRLNZE GATE BRASS OR BRONZE PIPE VALVE ,,RAIN TO GRADE IF PASSIBLE ' II�II- -�,�-Tri`"z I =III ,III �:� � ✓ I I -III -11' BRICK SUPPORTS OR SOLID CEMENT c3LQCKS -CRUSHED STONE ,a�f - �'-TYPE "K" SOFT COPPER '-CORPORATION STOP NOTES: 1i A PRECAST MANHOLE CONE AND COVER WITH 'NATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON-TJRAFFIC AREAS, OR APPROVED EQUAL, B 1 'E . SHALL E t 5 I3 5 SMALLER r � C C ITTI, F V ATEF� 2} FOR NATE%XLINE � ,tvi,ALLER THAN t2 USE A 1 A.R.V. AND F NGS. OR r: LINES 12" AND LARGER USE 2'° A.R,V. AND FITTINGS: 3j IN SITUATIONS 5r1?HEh'E THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE :MAIN AIR ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR (?ELEASE VALVE (ARV) NTS FIG. W-9 TD -20 REIvIAINIi�iG BACKFILL SHALL NOT CONTAIN• ROCK MATERIAL 3E"PA1N LARGED THAN 5" IN H"J'Y DIMENSION 24"MIN INTIAL BACKFILL* '6"� rnM11 t� LIFT., ENI BEO%hFIN T * THOROUGHLY OOJAIJriO,TEi1 SPRING LINE 13Y HAND OE'. AI'}�F?OVED OF PIPE MECHANICAL TAMPER __)-HAUt}CHING NO, 68 STOI'iE _ - ---� �-HEp01NG O°' rrtax -� 4" ,7Tin FOUNDATION (SHALL BE @EQIIIRED WHEN SOIL C(_iN61TIONS ARE UNSTABLE ALL -'IRE) NOTE : 1. C;;'EC`! CUTS IN PAVED AREAS WITHIN EXISTING 'VDOT RIGHT -OF -'JAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21.^. STONE. 2.FOR DUCTILE IR{?ta PIPE THE 9t?TTC7M OF THE TRENCH SHALL 8E SCRAPED AND COMPACTED, AND ALL STONES €eEMC}4'ED CD;C A 4" BEDDING OF NO, 68 STbNE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINI?w1UMI GELDING OF N4. 68 STONE TA -1 I C; A L SEWER PIPE INSTALLATION IN TRENCH NTS SH 07% FIG. a W � � W � � I11 � U NO, 0172131 -f7 SCALE o AS W SHO10 N a v SHEET NO. I- � to � Ci H r -I C3 t*'9JOB COLLAR 24" E� 0 W N a v SHEET NO. I- Li C El li #.i r « # • i #- Y : ii r' i a ia€ �rw a rE•: � b+l-e •'a wN # �M'� :. �@bk r-. t Y � i M:. ;t, ." .„._. ■ b '., .. a Y I 1 S k Y A '+' t- I/ i # Yhk F 1 'I 76$ .Y i ”. " d� • i t` € 1 i:, a !"t „,y .y" i' -.d,. � y�-:-. } F r /.:e i 'a .. w rt '«i - « . t ...1 � $ ^.. . # : ♦ +a :tE. i i Mw i F r@k Y. � :: to i4-: 4 b � 4..d. "% 4 4 it i ■ 4:r, t " W ~ `"4Yrr# Y 5 .:■ k # T 1� Y#'€ 7 i4i's+i #:." #as .� °n Yil,r'i r:■ , ,'sa s: .it $ F... /- 4... Viii: ,. w`ik y ,,. , ,r. , ■ s ri. f it '..1 # ,.. >ly s, # / W+;k-« /' i /' d':' a =`".$ teMe,.. t €,,:•. Y uF a '* k +A $ ► � z 3 $ . 4 • e w 7I� �.. ■: 'M ii: '.: 9 Mb 11.,4 $ � � :.i. $ 1r4 F..�. y'}w :4A ,w ,R �. ►Cli #` MA :.da'i#v,f yi: I;Li. t• / ;. _# i #; Y:r • iY kC i,: br YiM _.p, 4Y ■i.. : +#. :.i F. f i'.. i i 'v [_„ '.id ,1# w.$i`Y .:YN..: �k .;. r IlIf 3 R3 ZH 0�0 t SCOTT R. COLLINS�?, No. 35791 , J .+.•.:�+.�# 9 � i , F :. � 11� 4. ;/ 1 i ,"i t iR. Y , iY @ t .n. : �I .... + k.. i � ,.. ,,. . ,, ti � 4� y !. $ ' 4 4 1 °: $ # ;.r Y • § C - M''ci y ;:.. � ,$ t ::. �,: :� ♦, ^ at \ iM . �. ;. i °6 ,. � .ri' S"i ,'. +. i.✓+ A4° / M ! rF.R •,. N i 4 14 t v 1 M@ i _. +. di • @ 1' ° 1 / ' "a '� 4 �% � .. € ...M - 1 e #, y', • F.s a 1'''. r. _, :. � t T t. 4 c ty, ,t 4 •: u f rs.' y + , b 4 ' f'E 'A <@ kA • i � e i. .i •. 1�+"d: " t y i Y�;,. r @ $ ,Y =.$ ° •- ' � ` , " x .. o Waffil r . r- ...... - � 1 i f Y � i liiiF. ;I;i b y ! 4i+.1 � i M2 :w€ t il+. M' '•,. '"y ... h M ° a d ., t .. -, b [ # / ,x • i,..:' � f ' i + #. r: � w 4 a« F r r "' • w r, a §. C °� ,, :,t y... 4 f .a A • i .a"sA . 1 " $./ Y: ' e y a• ' • ,} � y i * }:. _. H @ Af-w 11 • M. i M s r ■ "' is @ Y ♦ e t ;< i '" y... M � i., ,, . �„ '"'@:� ♦ 4: '.� :• '. _^_,l F : ; G ,. .. ,: ::, r ... # i *a .. Y i � ..@. �# , z b ... M' ., dk ,- F ,. -o r 4y....•':. M'i iie M# �: .�w ili@° :§l � @@ :.4:w .^, ':d,•. t w : r i.! F f 4 t :. � ., ... 1 .1 F. • ! € r � t ,.. k. ,.. / ... ,.. ,i[ a. P 4 1 i.a $ ?. .. a i =7110, t 1 .:1: " a"•• ..r:.• .: '::. - @ •. .., #senc" F 4 it .:Y- r i', 4 �' $ r �� i :.+• «, "ii t • w frs: r:: x t a�,�- d $ ; .. �� .. : 1x it tF '° 4 e $ /i 4 . $ ' M w. "*. fi ii :1"'• t4€,iy�$. +`. € *�:1/ .. , i +. "' t •, i ': /$ : k ` :. E k.: 4 i ... r i :c : sl" Y :F ri 14# *.. � F LU 0QL '..t r { t^'= /,;! s°.. ,dm iF � § �... �.; t:. a `.♦_ x ; ... a < ,. ,� i « y Y ,-:."'Yt �' @":,. A": Pa.. ri /•": + Y w , 3. j 'i- r'., + e :@. b : s M' f. It#..@ « €� i i M $ ' ,` r -,.: :, � t, /�. v .r • wl.'. : � � � t _, tA:$,y :11 1 ie i' k:. _< }4• b/ tk :1,.. � @ } .:.\# ..:Yf •. ... _,.. ., E: •.. .:. a •„ . ;: - � o. • # li c `., . � c. a +'.. .. 5`. rzd#�.. 'r. ".,.4 .. .F. $... " 7 X k:.. i ., : t. b d F t E :. F i +: :: 4 r i iN" ., # x ,ti t i � t i$ in e r r $e i:.;'.. .'i# tdii: (, t Y«. r. ;. i..iu+ '...d 1 "A` Y i" :4 4 a ti 1 : t: $= k' # M ■ b F r f Y �..* a».�r ,� i �:. .. «a ♦ ;, S @. •�- iMr €(..,4t �$€�i M._@ 1.f 11 +,l '+„4 � :. ,:.: ”. - {. 1k w w - M Y- .> y -.i � §.. i € .i '.... € -- / i �$ /- s rt • ;9� $ -i. ir. -. # , �, :+i t / '.. t p t _. �, .... � t :. t .:. t t n t." w r F @. t '♦ : .� \ { t # l Y -f I °a .#.. :, � F. � f ° i -i !r d' 9 9 rl 4.ti1 a �-'r ' €l.+.:'A.t A§ ti =.r r M•: _ > ceLU W W " ' a ce 4 �i Fr � �, , $ �- .,. ., a F ,. k4 :{, � ':. :, L 4..1 °f b - ■., f i. 4 Yt.. i� a. @ ,! F;.,$ „ $..'.f / .i / :€ >. ''.i.. F=.i ° y � .a r ' 1 : `b. E. f '../ - � 'd t•� @' .. -° A.,< /,' � $ w C. .. 'd'y'v w $ : '+'i � i k�, a �{1�b d � y v: ' t Fi: i Ei • .: . , # 4 � $, � L- : ':3 ! �R) AY * '. T:4. $ @ �. " 6 @. rl i i 1. �..b 4i " ■ }. 2 '§: ,■ -:: A" € d:r.► $ ";' 'R 1r €u.1. "'##1! 1 $:..# a.. $+; '., :. .. : r ♦ , - iy `. 4 4 d $i we.,-.• '.R M ♦i. :4 e � @ � � ■ ',: db :b a '# Fit '.i k : F#'4 += t ii �' € 0 4 '. d �I. .; *" �' r*'r.. � p.. A:d" .: ,, i� ",. ,. 'r _ :tl # ,c: *: ,-i @iii `§d lair �l is".. YY� <F-'.$A4+r / ..'i., $/:r ,i.$ % .: `f,. nook Do t k :. ■ c ."« "• w d i $ k t � ' # ! i € ! 11 « it 4 :. i f F( AI � is i °. Y $ $ ., « :l i / ` t � , ,' ° x y, i � 4 k $ i ='r M e 1 ■ 4 ? AG • .y ti. 5 4 ul.:. r; f.' i$t ,.. ;"=ri #"• t yi$ :A_:4M.. Y a i .� / $ d.. � ft �■ @ $ < .�� 1! d rb-4 t€ @.. F- ..:'.d r:. ,;. /rb f •. 14 r §, �_ p t:a:-r r.:.. { d.:"i�.M $. .fr' IAr ;"`:.' iA4 !` + :$' "' '...i. P.. ii.... M .i4i $•..., A $ i e't§. 9 ,+ .e$ A ?.:. ,'�... i-<°. / ,b. @ - :..r &` /..., 1..rtc E,/, A i$:w-/$..°. '!. r' �.i:o. L• b b/"tI :.M i i`, « .i �=i i 1 } ... � 1:..:. 17 i..,.. € l '.f �•' F» +M : :.... .. i M... y a .. @. •y 4 :/ p . y i $ t ", .,$ i .� fi-.,., >� ` s$ # *k" f xi• is@: ': a $ y .,. � Y i ,. i e . ; .. / } • r $$ ,. M •T.w r,b :.. Ip. •[dr. ie+. «+„s.. a t#4 i:. ii y d3 € .: i + '. @ ,..w ' f ► ._ _' k., [: .@.. F. .k. � t +"rc. ,t ■' � + L : ;' i Fb $ k:. # " 4 Y � i... � :. c �-. : ; W $. R r i ,,, i wN, 11 @ @ : +�4 1 • k ,4} a ii.::i! r r 1.5 IY i - pp# � -� _�F i " •. .. i.A + ', . 1. a .� 4 .. AI i. ,., $F +r 4.;.y ! .. ,t ♦ ,.i 1 . :,@ p :w F :4 ' } � i.' F a, • ... �. i.., i i \ i }s': 4.M / ... i €r € � ► } ti H : . @ .a. i.. ,b",k. F". '} $ � €. . a. -i '• �..! Y'.�t ''E'$ it: Fw /4.1++; xii #. e. i 1$.A il.►Ydtt Mp •&.'. I.a. '-il pbl ■: it A y�; ... i r:,.E i 1 w f ., ,. r > ' $ ?•: 4 e r is .IM { - # k C r .: € � � .. +. • A �' �i ,.., wl i : $ � f:..; !@..- b if.i . , K � 7i :. r � � # ,:d 4 °. @ :+Ai. ds 1 �... F ., / `' ',: '.•. $ :. i. f + y . , , \ € e '; tw+ r ..i.. F w. 4 t . ' ¢ Y ' 4 11 -t : / i 9 i, �: i.l [F- a .Y . rrl •.,: @ F' b # 6 SX/. ' +1 iKUMk'T.dM b � s$f.. § °. ," +P -.? $J. � `X' �.. .� 1#'�� 1i« •',> i-'.. ,. -e / -a, ltix -�$ 1...,., %. A li t e � '. y €i b Ix /. }� .:.;•M 4 i iyd•b §i r# �F t 4: Y w+ ,$i# + " . - .Y . 4 ! f-.• + ". ,... •Ky"R"° } @ € i'" a "sl.., � A $ ,► !iq*. +aJ •irt '.. '�,'^. kw k' 2° 41 `M'F A 'kL /: ..« a'i • wi, :Y G4 � Y ..� /:, f•e-/ M" „.; i• r # "� Y i iL EY ; i}. w 4: °.. ,,M ! i`=■• :.': :. #a." �r`.Ki 4 r. YrFr:..'-:i '" «.Yi " F.kcM!„t. #.,. A a..,X:r. • ': MA,�:'...-,.■� M� ,:-t ,:i ,- � „ r :. � . � M � - @ K F - ` b '. ( wi { a^: ' t ' t } ' i / $ §,: �. .. • F . - >ti i r , e i i . @ ` e i .. '�:. ,:;i t ” • wA. y w,.... $� i- • tb Ir4. F' u@.FII@ ;# / '`r4 tb- t •.F,. a .i .:�F /': ,. t3■ 4 �'€•.; t @ r w � ... ' b � @ i F i# 4'.: � +4 f Ir" A i li " y -a"� i4 - :.. � [t-' a M.k. •. t ! : ■ @ '' Ei #ki# t .• k. AA a,. M € 4:Ai: M+S R1 pr t `.'.4' t +AiA. • « : i d,,; �: rt t i � 4 < } . $ # M .:. M [::+. �, i : t • $ h r $ # � 4. �. �+ � � � �' .. t e :. @ 3 i +«: i f .i �'�$�. 1 '.' b. ' i i i M # � a � e @ r $'.. /..: a �ti * 4 M' • r #. # iM $ i Uf �/ _ tw rl„ § F a •r." i � �. :.:r: k : w1 i ::. A en. °:§pi i . �■/ " :'4 Y t Y � M-• + t L ,w@ ( d +,a 1 � Mk i A N A'- t . w,#1 « • $ ;. . '; i• d'« d t R ,,p Ge. i / t 1jAAjUwU 670 '�" . . b.' 4 .? y M +r r'�.:, i t Y C! e wwfALIO■....;, i . w "°" ri @ �i 1 `i @I.R' E• +',ii @-:.;,<W 4.t : f§ ii4 t`: F F ':I1 :, .f.' p.i'• f#"Y # A �'* %`4 i $ /. " i 4t � ! € i ` Y 14 14 % ;i • € i ,F 4 8:'. ...: 5 :k I:Ii a M'._ Y :. A . Y M i t -' 1 ^. �. '.i b / :, # / ; •. aµ. 1". f i 4.•. �' ,�. (:}� a •.R. y k+ R.. r . 9 - @ . F € w ". w Li C El li #.i r « # • i #- Y : ii r' i a ia€ �rw a rE•: � b+l-e •'a wN # �M'� :. �@bk r-. t Y � i M:. ;t, ." .„._. ■ b '., .. a Y I 1 S k Y A '+' t- I/ i # Yhk F 1 'I 76$ .Y i ”. " d� • i t` € 1 i:, a !"t „,y .y" i' -.d,. � y�-:-. } F r /.:e i 'a .. w rt '«i - « . t ...1 � $ ^.. . # : ♦ +a :tE. i i Mw i F r@k Y. � :: to i4-: 4 b � 4..d. "% 4 4 it i ■ 4:r, t " W ~ `"4Yrr# Y 5 .:■ k # T 1� Y#'€ 7 i4i's+i #:." #as .� °n Yil,r'i r:■ , ,'sa s: .it $ F... /- 4... Viii: ,. w`ik y ,,. , ,r. , ■ s ri. f it '..1 # ,.. >ly s, # / W+;k-« /' i /' d':' a =`".$ teMe,.. t €,,:•. Y uF a '* k +A $ ► � z 3 $ . 4 • e w 7I� �.. ■: 'M ii: '.: 9 Mb 11.,4 $ � � :.i. $ 1r4 F..�. y'}w :4A ,w ,R �. ►Cli #` MA :.da'i#v,f yi: I;Li. t• / ;. _# i #; Y:r • iY kC i,: br YiM _.p, 4Y ■i.. : +#. :.i F. f i'.. i i 'v [_„ '.id ,1# w.$i`Y .:YN..: �k .;. r IlIf 3 R3 ZH 0�0 t SCOTT R. COLLINS�?, No. 35791 , Ul Z W }" � I LLJ CJ W ce = JOB NO. 172131 SCALE N/A SHEET NO. 11 C3 Z E W W Z CD Z W U7 Z J J fl O c N C O U §n N Q X v N O Y O .y, N i O U 7 0) v c a U O c O C O U c a ca 0 IV {v C O c 41 9 lli 7 C?, G' 3 v O 0 s 3 v 0 CL T U O N O .fl Q c a s C a 1 O O- C O O s N U 7 Q Q N N Q k= T rO C O C'? Z_ W W C7 z W U7 Z J J fl fl v— O v Q O i Q C41 7 U x U N -I-+ v O C v U O N U 'O 0 0 m a v v J u LL c W LU 0QL z rLn > ceLU W W ce 4 �i tl— 71 H Do LLI0 lti Ul Z W }" � I LLJ CJ W ce = JOB NO. 172131 SCALE N/A SHEET NO. 11 C3 Z E W W Z CD Z W U7 Z J J fl O c N C O U §n N Q X v N O Y O .y, N i O U 7 0) v c a U O c O C O U c a ca 0 IV {v C O c 41 9 lli 7 C?, G' 3 v O 0 s 3 v 0 CL T U O N O .fl Q c a s C a 1 O O- C O O s N U 7 Q Q N N Q k= T rO C O C'? Z_ W W C7 z W U7 Z J J fl fl v— O v Q O i Q C41 7 U x U N -I-+ v O C v U O N U 'O 0 0 m a v v