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Home My WebLink AboutWPO201300076 Plan - Approved 2013-12-11r. Ji u CD 0 ul 11 1 CD s; u `U f Q '' ✓3 OF =3, J i Y .F �z 4 f Y {: o� '.J 3 J :J -�7 T O a 4 r� r j "J i� V) s i (fF } r' •4F u f.). aF ,4 yJ 3 a) �J p 0 E I A y FUNCTIONAL CLASSIFICATION TRAFFIC DATA CROZET AVE. (ROUTE 240) CROZET MASTER PLAN & NEIGHBORHOOD MODEL — AVENUE — UNDIVIDED — ROLLING 25 MPH DESIGN SPEED ADT (2029) 1900 VPD V (MPH) * * SEE PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL CURVE DESIGN SPEED. TABOR ST. CROZET MASTER PLAN & NEIGHBORHOOD MODEL — STREET — UNDIVIDED — ROLLING 25 MPH DESIGN SPEED ADT (2029) 2700 VPD (THIS VALUE IS THE MAXIMUM ASSUMED IN THE CROZET STREETSCAPE PHASE 2 — TRANSPORTATION PLANNING ANALYSIS REPORT. BASED ON THE CROZET MASTER PLAN'S FUTURE INTERCONNECTIONS TO MAIN STREET AND EASTERN AVENUE, THE FUTURE TABOR STREET AVERAGE DAILY TRIPS IS EXPECTED TO DECREASE) V (MPH) * * SEE PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL CURVE DESIGN SPEED. UTILITY CONTACT LIST TELEPHONE EMBARQ (FORMERLY SPRINT /CENTEL) MR. ROBERT FRASIER 2211 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22091 (434) 971 -2439 WATER & SEWER ALBEMARLE COUNTY SERVICE AUTHORITY JEREMY LYNN 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 (434) 977 -4511 X 114 WATER & SEWER RIVANNA WATER & SEWER AUTHORITY MICHELLE SIMPSON 695 MOORE'S CREEK LN. CHARLOTTESVILLE, VA 27902 (434) 977 -2970 ELECTRIC COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT DOWNTOWN CROZET STREETSCAPE PROJECT DOMINION VIRGINIA POWER MR. MIKE CAMPBELL OR TROY GOODING 1719 HYDRAULIC ROAD CHARLOTTESVILLE, VA TEL: (434) 972 -6801 OR TEL: (434) 972 -6795 CABLE COMCAST CABLE (FORMERLY ADELPHIA) WESLEY PARKER 324 WEST MAIN ST. CHARLOTTESVILLE, VA 22903 (434) 951 -3725 V.D.-O.T. MR. JOEL DENUNZIO 701 VDOT WAY CHARLOTTESVILLE, VA 22911 (434) 293 -0011 PROJECT OWNER &CONSULTANT OWNER CIVIL ENGINEER COUNTY OF ALBEMARLE JACK KELSEY TRANSPORTATION ENGINEER — 401 MCINTIRE ROAD, ROOM 222 KIMLEY —HORN AND ASSOCIATES, INC. CHARLOTTESVILLE, VA 22902 -4592 1700 WILLOW LAWN DR., SUITE 200 (434) 872 -4501 EXT. 3376 RIC 0 SURVEYOR HM ND, VA 23230 TEL: (804) 673 -3882 FAX: (804) 673 -3980 CIVIL & ROADWAY SUE ENGINEER PAZ `TIC Z THOMAS D. LINCOLN LAND SURVEYOR, INC. SO DEEP, INC. THOMAS LINCOLN MARK GOLDMAN 632 BERKMAR CIRCLE 8397 EUCLID AVE. CHARLOTTESVILLE, VA 22901 MANASSAN PARK, VA 20111 (434) 974 -1417 (703) 341 -6005 GEOTECHNICAL ENGINEER (9. FROEHLING & ROBERTSON, INC. 6181 ROCKFISH GAP TURNPIKE CROZET, VA 22932 (434) 823 -5154 BREAN A. McPETERS! LIC. No. 041,405 L I.TII o f ^, 7 it.f lltCil' C. Sl�,LL.I I; JAL. ' 1.ic. No. 047144 C} N A 1, ALBEMARLE COUNTY,VA VDOT PROJECT N0. EN04- 002 -126, C -501 UPC N0.75271 TEA - 002- 7(043) SEPTEMBER 27, 2013 PROJECT LOCATION MAP SCALE: I" = 2000' COPYRIGHT ADC THE MAP PEOPLE PERMITTED USE NO. 20912196 THE ROADWAYS THIS PROJECT ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE VDOT 2008 ROAD AND BRIDGE STANDARDS INCLUDING ALL REVISIONS THROUGH 07/2013, 2007 ROAD AND RIDGE SPECIFICATIONS, VA WORK AREA PROTECTION MANUAL LATEST L ISION, AND S AMENDED BY THE CONTRACT PROVISIONS AND THE COMPLETE PLAN S BLY. E PUBLIC UTILITIES ON THIS PROJECT SHALL BE CONSTRUCTED IN ACCOR CE WITH THE CURRENT EDITION OF THE ALBEMARLE COUNTY SERVICE AUTHORITY DESIGN STANDARDS AND PROCEDURES AND CURRENT DETAILS. LANDSCAPE ARCHITECT r .TH 1 Y Y 4*C0 i IMONE u, 0144 0 2psCIPE ARC\ MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 LEGEND EXISTING PROPOSED �o•$' TOP OF CURB ELEVATION Tc Tc 10.88 PAVEMENT ELEVATION -e' P G.88 GROUND ELEVATION HP68 HIGH POINT 10.68 MATCH GRADE ME - --2a'� CONTOUR - - - SWALE / DITCH WOODLINE TREE 117) SHRUB(S) EDGE OF PAVEMENT GRANITE CURB DRAINAGE AREA Al2 AREA IN ACRES t.as RUNOFF COEFFICIENT o.70 DRAINAGE AREA ■ 11 ■ 11 ■ I I ■ I I ■ POWER POLE (P /P) _& ANCHOR O - --N-�- FENCE - •-- •-- -- �- ------- RIGHT -OF -WAY LINE - - - - - -- - -- - - -- PROPERTY LINE -- • - - • • - PBC/ EDC BOUNDARY - - O LIGHT POLE AND FIXTURE STORM DRAIN PIPE - ___= CATCH BASIN - - - -� mm- - - - - DROP INLET - - - - --® ♦ - - -- STORM MANHOLE - - - - --0 w WATER MAIN w -� BLOW OFF VALVE w --►-- REDUCER - 4 W FIRE HYDRANT & VALVE +'t RE -USE WATER Rr SANITARY SEWER SAN - SFM - SANITARY FORCE MAIN SAN - - SAN SEWER MANHOLE sew - a 6- - - SAN SEWER CLEANOUT ELECTRIC e TELEPHONE t CATV Tv UNKNOWN UNKr- SAN SEWER CALLOUT O DRAINAGE CALLOUT 0 OUTLET PROTECTION 0 OP INLET PROTECTION O IP SILT FENCE CULVERT INLET PROTECTION COMBINATION a CF FENCE TREE PROTECTION - m -w - TP CONSTRUCTION ENTRANCE CE SILT FENCE SEDIMENT TRAP ST SEDIMENT BASIN SB DIVERSION DIKE -- -- -� ---- DD BORING ABBREVIATIONS: (F.O.) FIBER OPTIC (QL -C) DEPICTED ACCORDING TO RECORD INFORMATION AND EXISTING ASSOCIATED UTILITY STRUCTURES. NO ELECTRONIC INFORMATION WAS OBTAINED. (OL -D) DEPICTED ACCORDING TO RECORD INFORMATION. NO ELECTRONIC INFORMATION WAS OBTAINED. (AATUR) ABANDONED ACCORDING TO UTILITY RECORDS (AATFl) ABANDONED ACCORDING TO FIELD INSPECTION EOI END OF ELECTRONIC DESIGNATING INFORMATION EORI END OF RECORD INFORMATION NAP NO ASSOCIATED PIPING FOUND FROM STRUCTURE NAC NO ASSOCIATED CABLES FOUND FROM STRUCTURE PIV POST INDICATOR VALVE E UTILITY END POINT INDEX OF SHEETS fIL C_ LOFT Sheet# Description 1 TOLE SHEET LOCATION MAP, & NDEXOF SHEETS 2 ROADWAY KEY PLAN, SURVEY CONTROL DATA, ALIGNMENTDATA & SHEETLAYOUT 3 GENERAL NOTES 44A TYPICAL SECTIONS 5.5A DRAINAGE AREA MAPS 6.66 EROSION & SEDIMENTCONTROL PLAN 7 -7D GRADING PLAN & RETAINING WALL DETAILS HA BIO- FILTER & LANDSCAPE DETAIL SHEETS 9 HARDSCAPE DETAILS 10 TESTHOLE INFORMATION SHEET 11,11A -11C DETAIL SHEETS 12,12A -12B LIGHTING PLANS 13 ROADWAY & UTILITY PLAN - STA. 100+00 TO 104 +50 CROZETAVENUE (ROUTE 240) 13A ROADWAY & UTILITY PROFILE SHEET- STA. 100+00 TO 104 +50 CROZETAVENUE (ROUTE 240) 13B ROADWAY & UTILITY PROFILE SHEET- STA 200+00 TO 203 +00 TABOR STREET 14 ROADWAY & UTILITY PLAN - STA. 104 +50 TO 109 +50 CROZETAVENUE (ROUTE 240) 14A DRAINAGE DESCRIPTIONS 14B ROADWAY & UTILITY PROFILE SHEET -STA. 104 +50 TO 109 +50 CROZETAVENUE (ROUTE 240)- RTSIDE 14C ROADWAY & UTILITY PROFILE SHEET -STA. 104 +50 TO 109 +50 CROZETAVENUE (ROUTE 240)- LTSIDE 14D ROADWAY & UTILITY PROFILE SHEET -STA. 679+00 TO 680 +19.60 ,ARMANS GAP ROAD (ROUTE 691) 14E ROADWAY & UTILITY PROFILE SHEET -STA, 13 +90.60 TO 19+00 LIBRARY AVE 14F ROADWAY & UTILITY PROFILE SHEET -STA. 12 +50 TO 13 +72.98 BLUE GOOSE -CROZET METHODLSTDRIVEWAY 15 ROADWAY & UTILnY PLAN - STA. 109+50 70114 +41.81 CROZETAVENUE (ROUTE 240) 15A ROADWAY & UTILITY PROFILE -STA. STA, 109+50TO 114 +41.81 CROZETAVENUE (ROUTE 240) - RTSIDE 15B ROADWAY & UTILITY PROFILE -STA. STA. 109+50 TO 114 +41.81 CROZETAVENUE (ROUTE 240) - LTSIDE 15C ROADWAY PROFILE SHEET -10' ALLEY 15D -F DRIVEWAY PROFILES 16,16A,17 -19 LANDSCAPING PLANS 20.23 ROADWAY LIGHTING SHEETS 24 ROADWAY PAVEMENT MARKNG AND SIGNNG 25(1 }25(3) MAINTENANCE OF TRAFFIC SHEETS 7 - CROSS SECTION SHEETS � Kimley-Horn � and Associates, Inc. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY -HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY -HORN AND ASSOCIATES, INC ©2013 PLANS REVISED SHEET NUMBER DATE REMARKS 1,3,4,4A,7A,7C,7D,8,9,11C,13, :l 14,14A,148,14C,15,15A,15E, ,3 25(1),25(2),25(3),25(4) 09 -27 -13 ADDENDUM 1 C) FILE NO. SHEET N0, 113038009 TOTAL SHEETS J 1 62 2 t7 _i �W co IN i rw� CL iti in AY. 3 �Jy ^3 < :rs Qi <i1 f Li t�J 0 , f� t� 2x u fJ7 /Y� (li u ;�, 03 c) v) 'n f f� L i<) w <V G G1 •1; "t) V -r.. U fj r N D O s v tai t "r C., Qi V C u fa L: Y (r- L i< us Q y 4' Q N th -t; Y) f: CL a) r f) N t� fa Ci c� iY u} a JARMANS GAP ROAa CONSTR �. ,. - .:...., . .� '� 391'2666.9850 133 T ,. � ,�� COURSE TO POT N 64 11 07 W DIST 225.00 BACK = S 72° 56' 46" E AHEAD = S 81 • 5' 58" E MAIN -2 PI STA. 18 +22.34 N 3912557.6427 E 11425290.0110 DELTA = 5. 26' 46" RT. RADIUS = 1142.92' DEGREE = 5. 00' 47" LENGTH = 108.64' TANGENT = 54.36' MID. ORD. 1.29' EXTERNAL - 1.29' PRC STA. 17 +67.98 N 3912566.0532 E 11425236,3054 PT STA. 18 +76.62 N 3912544.1730 E 11425342.6760 BACK = S 81 • 5' 58" E AHEAD = S 75. 39' 12" E COURSE TO POT S 75' 39' 12" E DIST. 323,38' PI STA. 22 +00.00 N 3912464.0434 E 11425655,9703 F'I CIA. SU +UU N L '1 141�)U40.b9V4 I� u 3I& I U/+ I U.GJ 1V �)�l I LbU -I .bulb t I - 14L401)011+00 S COURSE TO POT S 64• 1' 8" E DIST. 139.62' PT STA. 108 +18.13 N 3912695.8984 E 11424890.7256 POT STA. 51+39.62 N 3912892.1554 E 11425174.4094 BACK = N 26° 25' 11 " E AHEAD N 31' 34' 08" E COURSE TO PI-NC N 31' 34' 08" E DIST. 341.05' PI STA. 111+59.18 N 3912986.4750 E 11425069.2721 COURSE TO PI -NC N 37° 09' 24" E DIST. 74.41' PI STA, 112+33.59 N 3913045.7788 E 11425114,2155 COURSE TO POT N 28. 26' 30" E DIST, 208.21' POT 114+41.80 N 3913228.8584 E 11425213.3783 NOTES: 1. HORIZONTAL DATUM --- VA NORTH NAD 83 2, VERTICAL DATUM - NAVD 88 r r rr m Q w z 0 f.1.} ry z v�• 1 cl BRIAN A. McPETERS Lic. No. 044405 QS//3//3 �1YNAL d {� Q N 113038009 > t� t VI d w C= ca .3 O < o Q �_om nix 1 0 o Lu Z � oCI QT 00 t� LLI Q J - U) (2 Q � OU 04 0 pr�1� Z 8 0 Qa C) v�• 1 cl BRIAN A. McPETERS Lic. No. 044405 QS//3//3 �1YNAL d CD M , 113038009 c; c) t IT 2 ct IT 1 0 o Lu J - U) M u 8 C) 0 N Lo >- Lli Z bo CG r cu (D C) dam` �. o a V) 0 n %) w Z m Q � H CL >-- >- < W F- © jay[ --j LU U) L) 0 < 0 uj U) W CD M , 113038009 c; c) t IT 2 ct IT 1 04 o Lu J - M u C) 0 N Lo >- �. "> bo CG r cu (D C) dam` �. o a DATE 47/26/13 PROJECT NO, 113038009 c; c) SHEET NUMBER 1 2 q 41 n W K.. a Q) ` i ii v a� o R 4- F' 4xE a,. x �LA x u c n N a T v Y a Q vt a a a x T S2 a V Q a U f p as a u n a d CL 0 0 cl U N O m c V) u CI vi n fi v Ck IA n 4 s y u v GENERAL. 1, ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT), EXCEPT AS NOTED IN THE PLANS OR SPECIFICATIONS, 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALBEMARLE COUNTY, COMMONWEALTH OF VIRGINIA, AND VDOT BEFORE BEGINNING CONSTRUCTION. 3, THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, 4, THE LOCATION OF EXISTING SEWER, WATER, OR GAS LINES, CONDUITS, OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THESE PLANS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH HIS NEGLIGENCE OR CARELESSNESS, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION PRIOR TO STARTING WORK OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK, CONTACT THE COUNTY PROJECT MANAGER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT "MISS UTILITr PHONE NUMBER 811 PRIOR TO THE START OF CONSTRUCTION, 5, THE CONTRACTOR SHALL NOTIFY THE APPLICABLE DEPARTMENT PRIOR TO MAKING ANY ADJUSTMENTS TO THE UTILITIES OR WORK WITH --IN THE RIGHT --OF -WAY OR ON COUNTY PROPERTY, 5, ANY DEVIATIONS FROM THE APPROVED PLANS AND /OR STANDARDS AND SPECIFICATIONS MUST BE APPROVED BY THE COUNTY PROJECT MANAGER IN ADVANCE AND IN WRITING. 7, IF A CONFLICT IS FOUND TO EXIST, THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER BEFORE ANY WORK IS STARTED IN ORDER TO COORDINATE THE REMAINDER OF THE WORK TO BE DONE, 1 8, THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO EXISTING RESIDENCES AND BUSINESSES DURING CONSTRUCTION, WHEN SE J INTERRUPTED FOR CUT --INS, PLUGGING, OR ABANDONMENT ETC, TH T OR SHALL ROVID THE COUNTY WITH 72 HOURS NOTICE, THE AFFECTED PROPERTY NER, RESIDENCE OR BUSINESS SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF SERVICE INTERRU IONS BY THE CONTRACTOR, ALL TILITY SERVICE INTERRUPTIONS SHALL BE KEPT TO AN ABSOLUT MINIMUM, THE CONTRACTOR S LL PROVIDE THE COUNTY ENGINEER WITH A DETAILED PLAN AND EDULE F R SERVICE INTER PTIONS A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF SUC 9, IN CASE OF EMERGENCIES UTILITY BREAKAGE /CONFLICT CONTACT: UTILITY TELLPHONE NUMBERS WATER 1- 888 --252 -3468 SEWER 1 -888 -252 -3468 POWER 1- 888 - 667 --3000 DATA 1- 888 --,723 -8010 10, IF THE CONTRACTOR WISHES TO WORK DURING EVENING HOURS AND /OR WEEKENDS HE MUST FIRST RECEIVE APPROVAL FROM THE COUNTY PROJECT MANAGER. 11, WHERE PROPOSED ENTRANCES AND CURB TIE INTO EXISTING, ELEVATIONS & ALIGNMENTS SHALL BE MATCHED, 12, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING MATCHING MATERIALS AT NO EXPENSE TO THE COUNTY, ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, INCLUDING UTILTY LOCATION MARKS & TRAFFIC LOOPS, ETC, THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION, ALL ASPHALT & CONCRETE SHALL BE SAW CUT, 13, CONTRACTOR SHALL PLACE CONSTRUCTION FENCE AROUND CONSTRUCTION LIMITS OF AREAS OF THE PROJECT CURRENTLY UNDER CONSTRUCTION, INCIDENTAL 1, CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, ALL TREE REMOVAL WITHIN THE LIMITS OF CONSTRUCTION SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING, NO TREES OR SHRUBS IN UNGRADED AREAS SHALL BE CUT WITHOUT THE PERMISSION OF THE COUNTY PROJECT MANAGER, 2, REMOVAL OF EXISTING CONCRETE CURB, SIDEWALK, SIGNS, STAIR CASES, ETC. SHALL BE CONSIDERED INCIDENTAL TO UNCLASSIFIED EXCAVATION AND NO SEPARATE PAYMENT THEREFORE, 3, DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY ALBEMARLE COUNTY AND /OR VDQT, 4, THE COMPLETE PAPER COPY OF THE PLAN SUBMITTAL AS AWARDED INCLUDING ALL SUBSEQUENT REVISIONS WILL BE THE SOLE OFFICIAL CONSTRUCTION PLANS, 5, DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AND SEEDING AS NECESSARY AND AS DIRECTED BY THE COUNTY PROJECT MANAGER. SPECIFIC REQUIREMENTS FOR TOPSOIL, GRASS SEED, AND FERTILIZER SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS. TREE PLANTINGS AND LANDSCAPE ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LAN IN PLAN SHEETS, SPECIAL PROVISIONS, AND VDOT SPECIFICATIONS, 6, SAW CUT LOCATIONS FOR T E INSTALLATION OF PAVEMENT SHALL B AS INDICATED ON PLANS, SAW CUTS SHALL BE INCID TAL TO DEMOLITION OF PAVEMENT AND SEPARATE PAYMENT THEREFORE, n 7, HISTORIC COBBLESTONES THAT MAY BE UNEARTHED DURING EXCAVATION ACTIVITIES IN THE STREET ARE THE PROPERTY OF ALBEMARLE COUNTY, THE CONTRACTOR SHALL COLLECT AND STORE THE COBBLESTONES IN A SECURED LOCATION ACCEPTABLE TO THE COUNTY PROJECT MANAGER UNTIL THEY ARE COLLECTED BY THE COUNTY, PAVEMENT 1, THE PAVEMENT MATERIAL FOR THIS PROJECT IS SPECIFIED ON A TONNAGE BASIS. THE WEIGHT WILL VARY IN ACCORDANCE WITH THE SPECIFIC GRAVITY OF THE AGGREGATES AND THE ASPHALTIC CONTENT OF THE MIX ACTUALLY USED TO SECURE THE DESIGN DEPTH, THE WEIGHT OF THE ASPHALT CONCRETE IS BASED ON 95% OF THE THEORETICAL MAXIMUM DENSITY, GENERAL NOTES DRAINAGE 1, THE LOCATION AND INVERTS OF ALL DRAINAGE STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY, AND THE CONTRACTOR SHALL VERIFY THIS DATA, IF, DURING CONSTRUCTION, THE LOCATION AND INVERT ELEVATIONS FOR EXISTING DRAINAGE STRUCTURES ARE FOUND TO DIFFER SIGNIFICANTLY FROM THOSE ON THE PLANS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE COUNTY PROJECT MANAGER, WHO WILL THEN CONFER WITH THE PROJECT DRAINAGE DESIGNER BEFORE INSTALLATION OF DRAINAGE STRUCTURES. 2, ALL STORM DRAINS AND APPURTENCES SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE VDOT "ROAD AND BRIDGE STANDARDS" AND CURRENT EDITION OF THE VDOT "ROAD AND BRIDGE SPECIFICATIONS ". 3, EI C E IP YDE, ALL RIM ELEVATIONS SHOWN ON THE PLANS ARE APPROXIMANLY & SHALL BE ADJUSTED TO MATCH THE FINISHED GRADE, 5, PIPES SHALL CONFORM TO ANY OF THE ALLOWABLE TYPES SHOWN ON SHEET NUMBER 11C, WITHIN THE APPLICABLE FILL HEIGHT LIMITATIONS. FOR STRENGTH, SHEET THICKNESS, OR CLASS DESIGNATION; AVAILABLE SIZES; HEIGHT OF FILL LIMITATIONS,, AND METHOD OF BEDDING REQUIRED FOR A PARTICULAR HEIGHT OF COVER, SEE STANDARDS PC -1 AND PB -1, STRUCTURAL PLATE PIPE MAY BE SUBSTITUTED FOR CORRUGATED PIPE OF THE SAME SIZE AND A STRUCTURAL PLATE PIPE ARCH MAY BE SUBSTITUTED FOR A CORRUGATED PIPE ARCH OF THE SAME SIZE, PROVIDED THE SUBSTITUTION COMPLIES WITH THE APPLICABLE VDOT ROAD AND BRIDGE STANDARDS PC -1 AND PB -1. GHTING 1. �LIGHTI PO D S �LIG�H S, C D S DHO SIGNA NTH E N G PLANS' E INS LLED AS SHOWN, EROSION AND SILTATION CONTROL 1, CONTRACTOR IS RESPONSIBLE FOR OBTAINING A LAY DOWN AREA NEAR THE PROJECT. TEMPORARY EROSION AND SILTATION CONTROL ITEMS SHALL CONTROL EROSION AND SILTATION WITHIN THE PROJECT LIMITS, THE CONTRACTOR, IN CONJUNCTION WITH THE ENGINEER AND /OR ENVIRONMENTAL MONITOR, SHALL ADJUST THE LOCATION, QUANTITY AND TYPE OF EROSION AND SILTATION CONTROL ITEMS REQUIRED BASED ON THE ACTUAL FIELD CONDITIONS ENCOUNTERED, THESE CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND SHALL BE PLACED PRIOR TO CONSTRUCTION AND STABILIZATION OF ALL DISTURBED AREAS, 2, A REGISTERED LAND DISTURBER 1S REQUIRED TO PERFORM ANY ACTIONS THAT RESULT IN A DISTURBANCE OF THE SITE, 3. THE AREAS BEYOND THE PROJECT'S CONSTRUCTION AREA ARE TO BE PROTECTED FROM SILTATION, PERIMETER CONTROLS SUCH AS SILT FENCE, ETC, SHALL BE INSTALLED PRIOR TO BEGINNING ANY GRUBBING OPERATIONS OR OTHER EARTH MOVING ACTIVITIES, 4, SILT REMOVAL AND SEDIMENT CLEAN -OUT FROM EROSION AND SILTATION CONTROL ITEMS SHALL BE PERFORMED WHEN THE CAPACITY, HEIGHT, OR DEPTH HAS BEEN REDUCED BY 50 %, THE DISPOSAL OF WASTE MATERIALS REMOVED FROM EROSION AND SEDIMENT CONTROL FACILITIES AND THE DISPOSAL OF THESE FACILITIES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION). 5, EXCESS EXCAVATION DISPOSED OF OFF SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION), 6, EROSION AND SEDIMENT CONTROLS SHALL REMAIN UNTIL THE DISTURBED AREA IS STABILIZED AND SHALL BE MAINTAINED SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM DRAINAGE FACILITIES, 7, THE FOLLOWING SYMBOLS ARE USED TO DEPICT EROSION CONTROL ITEMS IN THE PLAN ASSEMBLY, CIP - CULVERT INLET PROTECTION PS PERMANENT SEEDING IP - DROP INLET PROTECTION MU MULCHING CID CHECK DAM SSM -- SOIL STAB. MATTING SF -- TEMP. SILT FENCE ST - SILT TRAP DD - DIVERSION DIKE CE - CONSTRUCTION ENTRANCE PAVEMENT MARKINGS AND SIGNING 1, ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS 8c SPECIFICATIONS (LATEST EDITIONS), 2. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, AND TEMPORARY RELOCATION OF EXISTING SIGNS, THIS WORK SHALL BE COORDINATED WITH THE COUNTY OF ALBEMARLE, VDOT, AND ANY AFFECTED PROPERTY OWNERS, 3, THE CONTRACTOR SHALL REMOVE COMPLETELY ALL PREVIOUS PAVEMENT MARKINGS, WHICH IN THE OPINION OF THE COUNTY PROJECT MANAGER CONFLICTS WITH THE NEW PAVEMENT MARKINGS. PRICE FOR REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE INCIDENTAL TO THE PROP. MARKINGS AND NO SEPARATE PAYMENT MADE THEREFORE. 4. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL (VWAPM) AND THE MUTCD, 5, RETRO --- REFLECTIVE SNOW PLOWABLE PAVEMENT MARKINGS SHALL BE PLACED ALONG CROZET AVENUE IN ACCORDANCE WITH THE CURRENT VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS, 6, THE CONTRACTOR SHALL PREPARE THE PAVEMENT SURFACE FOR THE PROPER ADHESION, ANY SWEEPING OR REMOVAL OF DEBRIS, GRAVEL, DIRT OR OTHER FOREIGN MATERIALS SHALL BE CONSIDERED AS INCIDENTAL TO THE INSTALLATION, AND NO SEPARATE PAYMENT MADE THEREFORE, 7, PRIOR TO APPLICATION THE CONTRACTOR SHALL FIELD CHECK AND LOCATE ALL PAVEMENT MARKINGS TO THE SATISFACTION OF THE COUNTY PROJECT MANAGER AND VDOT. 8, ALL MARKINGS IMPROPERLY APPLIED OR LOCATED SHALL BE COMPLETELY REMOVED AND CORRECTLY REAPPLIED, AT THE SOLE EXPENSE OF THE CONTRACTOR, 9, THERMOPLASTIC PAVEMENT MARKINGS SHALL NOT BE INSTALLED AT ANY TIME WITHIN A FORTY -EIGHT (48) HOUR PERIOD FOLLOWING A RAINFALL, ALBEMARLE COUNTY SERVICE AUTHORITY 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 & SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA, 4_ DATUM FOR ALL ELEVATIONS SHOWN IS NAVD88, 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 (3) 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_ ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, P VALVES ON DEAD --END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9_ THE CONTRACTOR SHALL COORDINATE ALL WATERMAIN SHUT DOWNS WITH THE ACSA, 10, ALL FIRE HYDRANTS TO BE RELOCATED OR REMOVED SHALL BE REMOVED, PLUGGED AND A ROD SHALL BE INSTALLED TO THE VALVE, 11, ALL WATER METERS TO BE ABANDONED MUST BE DISCONNECTED TO THE CORP. STOP, 12, ACSA SEWER OR WATER LINES ABANDONED IN -PLACE SHALL BE PLUGGED AND BACKFILLED WITH FLOWABLE FILL. 13, ALL DUCTILE IRON PIPE SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT. RILANNA_ _WATER_ & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES 1 _ 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 OR MODIFIED IN SPECIAL NOTES, 2, RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 - 800- -- 552 -- 7001)_ 4, RWSA ENGINEER (VICTORIA FORT AT (434) 977 -2970 EXT_ 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5, ALL WORK IS SUBJECT TO THE 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, 6, 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, 7, THE LOCATION OF EXISTING UTILITIES IS 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, 8, EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA, NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING, 9, 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 SEWERLINES, 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, 10, 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 SPRINGLIKE OF THE EXISTING PIPE. 11, NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND HAVE 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, 12, ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE, 13, NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT, THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC, 14, TREES ARE NOT PERMITTED IN THE RWSA EASEMENT, ©mmmmml® m cn E A 6" in VAX ui Z - M Q ou O ou w Lj. 0 'j y, WAWM uj Z La _M 0 a= -c pct 0 a. ui ©mmmmml® LT Ifo aiM A. 7 MOETERS Lim No. 041406 0 �13 0113 4v m E A 6" in VAX ui .j - M Q ou O ou w Lj. 0 'j y, WAWM uj Z La _M 0 a= -c LT Ifo aiM A. 7 MOETERS Lim No. 041406 0 �13 0113 4v W O z w z w Lu m Z ui .j - M Q O w Lj. 0 at y, WAWM La 0 -c pct 0 a. W O z w z w Lu m ui .j - M Q O w Lj. 0 at y, WAWM 0 -c pct 0 a. DATE 07/26/13 PROJECT NO. 113038009 SHEET NUMBER 3 0 n 0 CL 4 CD 0 cr3 00 az V) e v vJ a_ v Q ca M 0 ro LK tL. yX U 4) �3 a 0 41 U (7 c�t'1C�✓GG / HVC:1VV (OrC C,4V j Avenue 1.5" MILLING, OVERLAY PROFILE GRADE LINE--\ � [—& SLOPE CORRECTION STD. GS--1 1 2%__ 5% l VARIES EXIST. 8' SHLDR. ---- PAVEMENT STA. 100+52 TO 102+66 1.5" MILLING, OVERLAY TYPICAL S ECTIONS THE DEPTH OF THE DITCH VARIES, SEE GRADING PLAN SHEET 7 FOR DETAILS. .1 ..N_ PROPOSED STREET TREE PROPOSED STREET LIGHT PROP: R/W ROPOSED RETAINING N PROFILE GRADE LINE T_ $c SLOPE CORRECTION ALL MOD. CG -2 �� 2% STD. CG -2 , -- STD. CG— 2 ? �!�� % <% Al '!5' 3' RET, WALL MIN. r> MATCH SEE INSET B v (SEE DETAIL SHEETS) 2._ .. EXIST. 1' SAWCUT 1' SAWCUT --- =-- FROM EXIST. FROM --( 1.5, _•___ EXIST. EDGE ARIE EDGE Varies ...� EXIST. 5 0 -6.5' a PAVEMENT BIKE 7' CONC. SDWK. - 11'� 11 LANE* LANDSCAPE -� 7' 2' VERGE SIDEWALK STA. 102 +85 TO -104 +52.95 PRIVATE AND COMMERCIAL ENTRANCES 6 TYPE I TYPE it Crushor Run Aggr. Concrete 6` Crustar Run Concrete Entrance Pavement Aggr. 25 or 26 70 HES T Aggr. Bose Matt. Ty. I No. OA or 2J8 U s NOT TO SCALE TYPE IN TYPE IV 0 kpinit Asplwlt Comaralal NOTE: 1. SEE PLAN SHEETS FOR LOCATIONS OF TAPERS AND TRANSITIONS. 2. SEE BIOFILTER DETAIL SHEETS 8 -8A FOR LOCATIONS Asptdt Conn. Typo Asphalt Cots. Type 3. MEASURED CBR =7.5 WITH 4% TRUCK TRAFFIC, BASED ON THE REPORT BY SM 95A or SM -9.5D @ 220 Lbs. per S. Y. SM -95A or Skf -966 @ 165 Lbs pet` S. Y. F&R DATED B-25-08 4" Aggr. Base Marl. Ty. 1 4' Asplalt Oono. Bose Course 4. WIDENING ALL BE IN CONFORMANCE TO VDQT STD. WP- 2. No. 21A or 218 BM-2510 5 AI N TO P ET T I S 1 6' Aggr. Base Marl. Ty. l INDICATED. The We or entrance (I , ft , IN , IV) to be constructed No. 21A or 21B WHERE BIKE LANES ARE SHOWN ON THE PLAN SHEETS (N8 CROZET AVE. will be determined by tlL- existing condition of tiLa STA. 103 +75 TO 107 +50, SB CROZET AVE STA. 105 +50 TO 107+50) time of aonstrucllon. PROPOSED STREET PROP SED T N TREE PROPOSED STREET PROPOSED STREET LIGHT T % LIGHT PROPS R/W I rod ? PROP. R/W NOT TO SCALE PROPOSED STREET --\ TREE PROPOSED STREET—\ LIGHT PROP. R/W 2% CX 3' 1 --� 7' VARIES PROPOSED STREET TREE PROPOSED STREET --\ LIGHT 2% CROZET AVENUE (SR 240) Avenue PROFILE GRADE LINE � 1.5" MILLING, OVERLAY M SLOPE CORRECTION 1.5" MILLING, OVERT & SLOPE CORRECTI PROPOSED STREET TREE PROPOSED STREET LIGHT z� PROP: R/W STD, STD. STD. " STD. MS -2 STD. CG 3 �► CG--2 CG -2 Q SEE INSET A MIN` / SEE INSET B SAWCUT 1 ~* - SAWCUT FROM FROM EXIST. EXIST. EDGE EDGE EXIST. '�-- -� PAVEMENT VARIES 5' MEDIAN 5' 0 -6.5' BIKE 12' -T -�--�— VARIES -- 12' —T- BIKE -- - -- — -."- � LANE* 4 -8, LANE* LANDSCAPE SIDEWALK STA. 105 +95 TO 106 +48 VERGE 1.5" MILLING, OVERLAY - f & SLO E CORRECTION PROFILE GRADE LINE � STD. CG -2 3' �i— SEE INSET A 1 VARIES 5' BIKE LANE* 2% 1' SAWCUT 1' SAWCUT �=— FROM EXIST, FROM EXIST, EDGE EDGE VAR S EXIST. PAVEMENT ill 10? STA. 106 +48 TO 109.1 � 1.5" ASPHALT CONCRETE SURFACE (_`.J u =� _ PROPOSED RETAINING COURSE w ,z� �,��1 . MILLING, OVERLAY & ��,�w WALL SLOPE CORRECTION e r �, TYPE SM -9.5A G 165 LBS /SY PROFILE GRADE LINE r STD. STD.' 2% CL C �`�._, 2 2" ASPHALT CONCRETE jft INTERMEDIATE COURSE -! RET, WALL TYPE IM -19.0D @ 220 LBS /SY SEE INSET A 'fir "'(SEE DETAIL SHEETS) SEE INSET B y= 2% 2% ,, 2 'r 3" ASPHALT CONCRETE BASE COURSE SAWCUT 1' SAWCUT TYPE BM-25.0 --- Opp - -F FROM EXIST. FROM EXIST. 6" AGGREGATE BASE COURSE, EDGE EDGE TYPE I, NO. 21 B 7t 7' 1 VA S IST. VARIES SIDEWALK STD. CG -2 PAV EN � VARIES 5 i 2' VARIES 5 0 -6.5 0--6,5 BIKE 12' -16' BIKE �— ' 6 MOD. UD4 LANE* LANE* LANDSCAPE 2 STA. 104 +52.95 TO 105 +95 VERGE STD. ' CG--2 C00 SEE INSET B__" . PROPOSED STREET TREE PROPOSED STREET , LIGHT CK z < M__j 4 PROP. R/W , i N 0 N In L n t U 2% VARIES 5' 0-6.5' 8' 11' ----- BIKE SIDEWALK LANE* LANDSCAPE INSET B NTS 'ROP 'ETAII VALL RET. WALL (SEE DETAIL SHEETS) PROP. R /W -1 2' 1- .,- -- STA. 109 +25 TO 109 +32 ` '1 'I 'i 1 'II >�, Q l C a saC ¢ a r3 Ro , 00 C'4o a= S LT H op A. DETERS .iC. No. 041406 Li 0 Z, M Q m C3 z Uj V) CA 0 Q J U) Z 0 _... F— W UJI PROJECT N0. 113038009 < 4 C3 � 4, Ur N In 0 0 CL DATE 07/26/13 PROJECT N0. 113038009 SHEET NUMBER 4 C3 4, Ur .2 W W >1 PROPOSED STREET TREE PROPOSED STREET LIGHT PROP. R/W 1.5" MILLING, OVERLAY ?A SLOPE CORRECTION STD, CG-2 3) SEE INSET A Ml 2% a EXISTING 7) VARIES 'z BUI al cs Q SEE INSET A TYPICAL SECTIONS NOT TO SCALE CROZET AVENUE (SR 240) PROPOSED STREET Avenu TREE e PROPOSED STREET tw (- FLIGHT PROFILE GRADE LINE 1.5" MILLING, OVER & SLOP E CORRECT FLUSH MEDIAN W/CONCR, PAVERS - SEE SHT. 9 STD, A �11 CG-2 MIN, SEE INSET B 2% IV Nel 1) l' SAWCUT VCUT EXIST. FROM EXIST. EDGE V E'S EXIST_ ST- PAVEMENT MEDIAN 12' VARIES -1 4' _ 8' STA. 109+32 TO 109+72 SAWCUT FROM EXIST. EDGE 12' 2% VARIES 0-6.5' LANDSCAPE SIDEWALK VERGE PROP, R/W PROPOSED RETAINING WALL 2% RFT WAI I (SEE DETAIL SHEETS) 1,5" MILLING, OVERLAY & SLOPE CORRECTION( SEE INSET A SEE INSET B, w 1 2 2% — — — — — — — — — — — — — — — — 1' SAWCUT 1' SAWCUT p- — FROM EXIST. FROM EXIST. EDGE EDGE VARIES VARIES STA. 109+72 110+75 INSET A NTS A 3 Mk 2% 7' VARIES INSET B INITS STD. IJID-3 REQ'D. Crozet Ave. Sta. 108+00 to 1 12+61.69 LT. RT. Tabor St. Sta. 200+16 to 202+49 LT. PROPOSED STREET TREE PROPOSED STREET--\ LIGHT PROP. R/W 2% pill VARIES 11 7? ---l- 0-6,5, RET. WALL (SEE DETAIL SHEETS) PROP.. R/W X y m GROZET AVENUE (SR 240) I I I I Ill- Avenue "2 < PROFILE GRADE LINE 1,5" MILLING, OVERLAY -SLOPE CORRECTION SEE INSET A 2%— 1' SAWCUT 1' SAWCUT FROM EXIST. FROM EXIST, EDGE EDGE I— VARIES VARIES VARIES STA. 110+75 112+61.69 r PROPOSED RETAINING 2% WALL 2% 2' 1 4- 4' MIN. STA. 112+00 TO 1112+61.69 TABOR STREET (SR 691) Avenue c- r- F- It, I (-r--r A I IN PROP R/W SEE INSET B :2 < VARIES 0 LLJ CD N m Z 04 2% to LL. . tU ic) > Ld Z Z 0 < Q) 0 Ld ut 0 LLJ w M 0-5, V) M 0 SIDEWALK o STA. 109+46 TO 109+72 v PROPOSED STREET TREE :3 PROPOSED STREET LIGHT V) V PROP R/W 3' MIN. 2% w 1 2 Q1 - C I' 1,5 ASPHALT CONCRETE SURFACE COURSE VARIES TYPE SM-9.50A @ 165 LBS/SY SSE y 2" ASPHALT CONCRETE INTERMEDIATE COURSE a TYPE IM-19.OD @ 220 LBS/SY 0 0 .3" ASPHALT CONCRETE BAS E (A CL 0 COURSE TYPE DM-25-0 6" AGGREGATE BASE COURSE, TYPE 1, NO, 21 B O STD. CG-2 MOD. UD-4 Xl X -Q 0 7" AGGREGATE BASE COURSE, TYPICAL SECTIONS NOT TO SCALE CROZET AVENUE (SR 240) PROPOSED STREET Avenu TREE e PROPOSED STREET tw (- FLIGHT PROFILE GRADE LINE 1.5" MILLING, OVER & SLOP E CORRECT FLUSH MEDIAN W/CONCR, PAVERS - SEE SHT. 9 STD, A �11 CG-2 MIN, SEE INSET B 2% IV Nel 1) l' SAWCUT VCUT EXIST. FROM EXIST. EDGE V E'S EXIST_ ST- PAVEMENT MEDIAN 12' VARIES -1 4' _ 8' STA. 109+32 TO 109+72 SAWCUT FROM EXIST. EDGE 12' 2% VARIES 0-6.5' LANDSCAPE SIDEWALK VERGE PROP, R/W PROPOSED RETAINING WALL 2% RFT WAI I (SEE DETAIL SHEETS) 1,5" MILLING, OVERLAY & SLOPE CORRECTION( SEE INSET A SEE INSET B, w 1 2 2% — — — — — — — — — — — — — — — — 1' SAWCUT 1' SAWCUT p- — FROM EXIST. FROM EXIST. EDGE EDGE VARIES VARIES STA. 109+72 110+75 INSET A NTS A 3 Mk 2% 7' VARIES INSET B INITS STD. IJID-3 REQ'D. Crozet Ave. Sta. 108+00 to 1 12+61.69 LT. RT. Tabor St. Sta. 200+16 to 202+49 LT. PROPOSED STREET TREE PROPOSED STREET--\ LIGHT PROP. R/W 2% pill VARIES 11 7? ---l- 0-6,5, RET. WALL (SEE DETAIL SHEETS) PROP.. R/W X y m GROZET AVENUE (SR 240) I I I I Ill- Avenue "2 < PROFILE GRADE LINE 1,5" MILLING, OVERLAY -SLOPE CORRECTION SEE INSET A 2%— 1' SAWCUT 1' SAWCUT FROM EXIST. FROM EXIST, EDGE EDGE I— VARIES VARIES VARIES STA. 110+75 112+61.69 r PROPOSED RETAINING 2% WALL 2% 2' 1 4- 4' MIN. STA. 112+00 TO 1112+61.69 TABOR STREET (SR 691) Avenue c- r- F- It, I (-r--r A I IN PROP R/W SEE INSET B :2 < VARIES lklclr--r m U L WALK STA. 200+16 201+82 1,5 MILLING OVERLAY t SEE INSET A 3 2% — — — — — — - \-- 1' SAWCUT FROM EXIST. CON EDGE 6 I VARIES ------------ SIDEWALK STA. 201+82 202+49 BLUE GOOSE - CROZET METHODIST DRIVEWAY PROP. R/W 2 5' CONC SIDEWAL 3' 12 -1 12' STA. 10+14.33 11+48,,18 PROP, R/W SEE INSET 8 2% NOTE 1. SEE PLAN SHEETS FOR LOCATIONS OF TAPERS AND TRANSITIONS, 2. MEASURED CBR VALUE = 7.5 BASED ON THE REPORT BY F&R DATED 8-25-08. 3. WIDENING SHALL BE IN CONFORMANCE TO VOOT STD. WP-2. 4. UNDERDRAIN IS TO BE TIED INTO DROP INLET UNLESS OTHERWISE INDICATED. Vi E so_ H0 V, r, X 03 00 rn J "l) < 00 .0 <3 .gj,LTH op BRIAN A. MoPETERS UO� No. 041M* AL 0') :2 < 0 LLJ CD N m Z 04 m V) LL. . tU ic) > Ld Z Z 0 < Vi E so_ H0 V, r, X 03 00 rn J "l) < 00 .0 <3 .gj,LTH op BRIAN A. MoPETERS UO� No. 041M* AL < Z 0 CL W U) LLJ 0') < 0 LLJ CD N m 04 m V) LL. . tU ic) Ld Z Z 0 < Q) 0 Ld %a 0 LLJ w M V) M 0 Q < Z 0 CL W U) LLJ 0') < LLJ CD N m 04 > LL. . tU 0 Z 0 Cc 0 "w %a CL DATE 07/26/13 PROJECT NO, 113038009 SHEET NUMBER 4A is Q) -Q) 0- U I It , c1 .2 � _0 11) _ 2 I . I � (0 (If —.- -1 �-' J (.0 " q) .k) -�7 1 11) : " 6 " CA -j - cl) �- d) C-) 01 0) 2 x V) 0 "I - I , '4; , �- (0 q) O-) 11 , 0 i�) .1. U I" 11-1� I 16 lz� 1 0 �c 0- 4)1 CL i-) Ul Q, , i) 9) - -� �/) tu 7. , c 1) > < ,� , I Q Q C;11 0 CD 00 I ! 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'21k ,vR[TA'f tins£ PRQFlt_E _...- -12' WN.-- _.....- �';RtiS #StV� Ez�;rJliJ" "n SEDIMENT 1 ti;u t =rMO DE'-rC 3 ✓ • L'Y::J�t{i , n {r - .. -... sEc'PIQN A-� TQM ;aUEx iili E €A? .. IdkL;iRC: " Lift F Q11V 0i C 'ltt`.IrIG�± nn.vrl PAVED WASH RACK HEIGHT THE MINIMUM ALLOWABLE HEIGHT MEASURED FROM THE UPSLOPE SIDE OF THE DICE IS IS 16 "J HM (SEE PLKIZ 3.09.1) TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC PLATE 109 --1 SIDE S1JDPES 1 1/2 : 1 OR FLATTER, ALONG WITH A MINIMUM BASE WIDTH OF 44 FEET (SEE PLATE CE DD THE CHANNEL BEHIND THE DIKE SHALL HAVE A POSRTVE GRADE TO A STABIUZED OUTLET, IF THE CHANNEL SLOPE IS LESS THAN OR EQUAL TO 276, NO STABILIZATION IS REWIRED. IF THE SLOPE IS GREATER THEN 2X, THE CHANNEL SHALL BE STABILIZED IN ACCORDANCE WITH STD. & SPEC. 3.17, OUTLET 1. THE DIVERTED RUNOFF, IF FREE OF SEDIMENT MUST BE RELEASED THROUGH A STABILIZED OUTLET OR CHANNEL TEMPORARY SEDIMENT TRAP ST VARIABLE •I 67 CU. YD. /ACRE 1.5' 117 CU. YD. ACRE (EXCAVATED 2` + SEE PLATE 3.13 -1 COARSE A(6GREGAM CLASS I RIP RAP !n Hates CROSS SECTION CLASS I RIP RAP gi kNGTN (IIEF'EE 8' 4 S;tl €1SiRtiC115ta k CE / F-0 ��J k�aPEr.mi,.PAVE:D �iP i- tRRC:C DIVERSION DIKE Lime 1 tar agricultural Broadcast or dr#1 seed uniformly and 1.5 to 2 tons clean out. Wheat -2 BU /AC or Aug. 1 - Dec, 15 limestone or equivalent cover to a depth of 114" to approx, small grain straw sediment buildup reaches the clean out point indicated on the Rye - 20--JO LBS /AC SWM --OR. E 2 inch (dt:anding on seed mixture). per acre immediately after vegetation shall not be considered established until a 3. Erosion and sediment control measures will be checked regularly Fertlttxe 1000 LBS ..... _... I sediment. Corrective action will be taken immediately. Spring Oats -- 3 BU /AC or 4. All seeded areas will be checked regularly to see that a good 1 >_�i -du JKtit 9 c than ditch banks.) Stabilization measures shall be applied to I T!, 5 70 ;:!f'!dT +: tiSn ZME'%() per acr& Or rurvira; VJCc JNCRE $s ANU E!18UiS disposed of within thirty (30) days after final site plus Korean Le a CPCRAI"O" during construction shall be protected so that sediment- colt/packer. Seeding implements should laden water cannot enter the conveyance system without first MANAGEMENT STRATEGIES AND SEQUENCE -20 IBS /Ac) or _...- -12' WN.-- _.....- �';RtiS #StV� Ez�;rJliJ" "n SEDIMENT 1 ti;u t =rMO DE'-rC 3 ✓ • L'Y::J�t{i , n {r - .. -... sEc'PIQN A-� TQM ;aUEx iili E €A? .. IdkL;iRC: " Lift F Q11V 0i C 'ltt`.IrIG�± nn.vrl PAVED WASH RACK HEIGHT THE MINIMUM ALLOWABLE HEIGHT MEASURED FROM THE UPSLOPE SIDE OF THE DICE IS IS 16 "J HM (SEE PLKIZ 3.09.1) TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC PLATE 109 --1 SIDE S1JDPES 1 1/2 : 1 OR FLATTER, ALONG WITH A MINIMUM BASE WIDTH OF 44 FEET (SEE PLATE CE DD THE CHANNEL BEHIND THE DIKE SHALL HAVE A POSRTVE GRADE TO A STABIUZED OUTLET, IF THE CHANNEL SLOPE IS LESS THAN OR EQUAL TO 276, NO STABILIZATION IS REWIRED. IF THE SLOPE IS GREATER THEN 2X, THE CHANNEL SHALL BE STABILIZED IN ACCORDANCE WITH STD. & SPEC. 3.17, OUTLET 1. THE DIVERTED RUNOFF, IF FREE OF SEDIMENT MUST BE RELEASED THROUGH A STABILIZED OUTLET OR CHANNEL TEMPORARY SEDIMENT TRAP ST VARIABLE •I 67 CU. YD. /ACRE 1.5' 117 CU. YD. ACRE (EXCAVATED 2` + SEE PLATE 3.13 -1 COARSE A(6GREGAM CLASS I RIP RAP !n Hates CROSS SECTION CLASS I RIP RAP gi kNGTN (IIEF'EE 8' 4 F0 (IN ACDR1Aj AM r DIVERSION DIKE Lime 1 tar agricultural Broadcast or dr#1 seed uniformly and 1.5 to 2 tons clean out. �E� AGGRE? I*V/ ` O FILTER EXCAVATE M AREA _r •• COARSE AGGREGATE SHALL. BE VDOT /3. #337 OR f5 OUTLET PERSPECTIVE VIEW SFFnffil ONSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 47x4' 2. STAPLE MARE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. Alt` FLOW 4' FAB 3, OCCH AND FILTER EXTEND IT INT0 THE TRENCH. 4. AACKFIiL AND COMPACT THE EXCAVATEA SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH FILTER FABRIC SILT FENCE CULVERT INLET PROTECTION t- DONAU W OF Axe ---a I -Y-- -^ "WRT rx of Ixt s�rrn mow fww OPTIONAL. STONE COM8iNA TION 1w 7 7'w •iri -a iIIJCF x mNMdt�51A0B ` F" t -aASS E Ja�naw AM WICCIrr a° now $s A PIPE OUTLET CONDITIONS A e WE 00W TO FLAT larA WIN NO 1ff#iW 1 s d SECTION A -A tzua aom ar rr r-n AA;a AAlerum lea w KRUM l A JdQ (MUM) FWC OUTLET TO W4 PLAN VIEW A> clr . ._.. L a O)r J- ., d SECTION A -A T ILM? txom X" x r-o; ^%%&t o tar ow FlFAAA -Aft MOnM 1, AP" LNW MAY aE RiMLw. MOO" MW. aura+ UNO � S - e R WnX AM UW WM 6110E5 TEMPORARY Norriq o es !n Hates Ulme and Fertfflxer Seedln rocedure Mutchn Maintenance R)e-- 3 BU /AC or CU Lime 1 tar agricultural Broadcast or dr#1 seed uniformly and 1.5 to 2 tons clean out. Wheat -2 BU /AC or Aug. 1 - Dec, 15 limestone or equivalent cover to a depth of 114" to approx, small grain straw sediment buildup reaches the clean out point indicated on the Rye - 20--JO LBS /AC SWM --OR. par acre 2 inch (dt:anding on seed mixture). per acre immediately after vegetation shall not be considered established until a 3. Erosion and sediment control measures will be checked regularly Fertlttxe 1000 LBS Exeegot wtie a grain drill Is users seed seeding. sediment. Corrective action will be taken immediately. Spring Oats -- 3 BU /AC or 4. All seeded areas will be checked regularly to see that a good 10- -10-10 or equivalent should be covered and the seedbed formed than ditch banks.) Stabilization measures shall be applied to necessary, Spring Oats - (1.5 BU AC per acr& by the use of corrugated agricultural Spec, 3.36 VE &SC Handbook.) disposed of within thirty (30) days after final site plus Korean Le a stabilization is achieved and vegetation is established. during construction shall be protected so that sediment- colt/packer. Seeding implements should laden water cannot enter the conveyance system without first MANAGEMENT STRATEGIES AND SEQUENCE -20 IBS /Ac) or Feb. 1 - May 1 b. Before newly constructed conveyance channels are made be used at right angles to the general operational, adequate outlet protection and any required Lm pedeza Sudangrass - 30-40 LBS /AC or Unless otherwise indicated, all erosion and sediment control practices both the conveyance channel and receiving channel. slap* to m/n/mire erasion. standards and specifications of the latest edition of the Virginia MOW -30-40 IBS /AC or Erosion and Sediment Control Law and Regulations and the Virginia manner that will minimize erosion, Slopes that are found to Erosion and Sediment Control Handbook. be eroding excessively within one (1) year of permanent V) Sorghum Gross - ,30-40 LBS /AC The following sequence of events and erosion control measures shall be stabilization measures until the problem is corrected. incorporated into the construction schedule for this project and shall apply to all construction activities within project limits: SEMi PERMANENT AND PERMANENT SeadIng R0F0$ Seed1na Dotes Lime and Fertilizer Seeding rocedure Mulch ho Molntenance (RATE PER ACRE wiHo r TURF RE=RmENT) Sediment Control Handbook (Std. & Spec. 3.02). Wash racks 10. The contractor is responsible for the installation of any additional are to be provided where water is available. 40-70 LBS Toll fescue (KY -31) Fall dates: Lime: 2 tons ground Seeding may be a hydroseeder or convan- 1 to 2 tons straw irlgate, repair 2 LBS Lodira Aug. 1 - Nov 1 !lmestone or equivalent tional methods. With conventional per era or replace and reseed as B LBS Ref doynr Spring dales par acre seeding a cultl{iacker should ba usad 1000 IBS wood necessary to flimly or Fab 1 - May 15 12. The plan approving authority must be notified one (1) week prior before curd after seedJng This !s fibers per oars estabilah healthy 20-40 LBS Toll fescue (KY -31) individual subdivision lots as well as larger land accanplfshad with a se*d*w- cultlpaaker or 43,560 SF Jute grass. 25 LBS Ssrcea Lopedexa for Fortfter• 1000 LBS combbatfon, mat per acre traffic is prohibited from crossing drainage swales and spring seeding 10 -20-10 r equivalent otherwise authorized by the local program administrator. Trapped or sediment and the disturbed soil areas resulting from the per a1Ye Pres9oare graand and grade to mlt use Mulch immediately entrances, and erosion control stone are to be placed prior to clearing and grubbing and prior to the first phase of % of aonw�nttonat equ 4414 for lining after seeding Is control measure at all times during land disturbing activities. MISC. NOTES fort/lizing, cultivating and seeding. complete. Apply 3. All permanent storm water management facilities including erosion (RATE PER 1000 SF WITH TURF REQUIREMENT) control measures are to be installed and made operational at the con letely oror/ng 8 -10 LBS Tall fescue (KY -31) SFW ap - Mar G. -Oct. (30) days following completion of rough grading at any point evaded area. of within the project. 2 IBS Common Bermuda (hulled seed) Spring 5. Construction will be sequenced so that grading operations can begin and end as quickly as possible. 7 LBS Common Bermuda (unhulled seed) Fall fencing, flags, signs, etc. 7. a. Permanent or temporary soil stabilization shall be applied Tufcote (Bermuda) Mar. - Apr# to denuded areas within seven (7) days after final grade is sod plugs on 1' canters Tap soAW9 to required for saml permanent and permanent seeding If. springs 7 BU broadcast denuded areas that may not be at final grade but will remain 1. Existing soil contains two than 259 fine grglned materials (afJt and dormant (undisturbed) for longer than thirty (30) days. 01 )ling to be left dormant for more than one (1) year. Z Ex soil porosity preYetta adequate root penetration U -3 Bermuda) Mar. -Jul ( y 3 E)*Ifng soft contains conc+xrtrot /ans of toxic element& sod plugs on 1 centers sprigs 7 BU broadcast Composition of topsoN 1. 35X minimum of fine grained materials 2. 1.5X minimum of organic materials Zopla (meyars & emerald) Mar. - April Topsoil sholl be placed at tour (4) Inch depth sod plugs on 1' centers sprigs 7 BU broadcast MAINTENANCE OF EROSION CONTROL MEASURES SF 0 V') In general, all erosion and sediment control measures shall be checked N O after each rainfall or weekly, whichever is most frequent, and should be cleaned and repaired according to the following schedule: b. During construction of the project, soil stockpiles shall be CU stabilized or protected with sediment trapping measures. 1. The sediment traps will be checked regularly for sediment The applicant is responsible for the temporary protection clean out. and permanent stabilization of all soil stockpiles on site ■ N as well as soil intentionally transported from the project 2. The sediment basins will be cleaned out when the level of site. sediment buildup reaches the clean out point indicated on the C) SWM --OR. C. A permanent vegetative cover shall be established on denuded C%q areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a 3. Erosion and sediment control measures will be checked regularly ground cover is achieved that, in the opinion of the local for undermining or deterioration and buildup or clogging with program administrator or his designated agent, is uniform, sediment. Corrective action will be taken immediately. mature enough to survive and will inhibit erosion. 4. All seeded areas will be checked regularly to see that a good (Hydroseeding may be used in place of mulching on areas other stand is maintained. Areas should be fertilized and re- seeded as than ditch banks.) Stabilization measures shall be applied to necessary, earthen structures such as dams, diversions, and ditch or watercourse beds and banks immediately after installation (Std. & 5. All temporary erosion and sediment control measures shall be Spec, 3.36 VE &SC Handbook.) disposed of within thirty (30) days after final site 8, CI, All storm sewer inlets that are to be used for drainage stabilization is achieved and vegetation is established. during construction shall be protected so that sediment- UJ laden water cannot enter the conveyance system without first MANAGEMENT STRATEGIES AND SEQUENCE being filtered or otherwise treated to remove sediment. b. Before newly constructed conveyance channels are made OF EROSION CONTROL MEASURES operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in Unless otherwise indicated, all erosion and sediment control practices both the conveyance channel and receiving channel. shall be constructed and maintained in accordance with the minimum standards and specifications of the latest edition of the Virginia 9. a. Cut and fill slopes shall be designed and constructed in a Erosion and Sediment Control Law and Regulations and the Virginia manner that will minimize erosion, Slopes that are found to Erosion and Sediment Control Handbook. be eroding excessively within one (1) year of permanent V) stabilization shall be provided with additional slope The following sequence of events and erosion control measures shall be stabilization measures until the problem is corrected. incorporated into the construction schedule for this project and shall apply to all construction activities within project limits: b. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent 1. a. Temporary construction entrance(s) shall be provided at the channel, flume, or slope drain structure. location(s) shown on the plans. Entrance(s) shall be constructed in accordance with the Virginia Erosion and Sediment Control Handbook (Std. & Spec. 3.02). Wash racks 10. The contractor is responsible for the installation of any additional are to be provided where water is available. erosion and sediment controls necessary to prevent erosion and sedimentation as determined by the Environmental Engineering Dept. b. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the 11. Periodic inspections and required maintenance must be provided, transport of sediment onto the paved surface. Where especially after each significant storm. The project sediment is transported onto a paved public road surface, superintendent shall be responsible for the installation and the road shall be cleaned thoroughly at the end of each day. maintenance of all erosion and sediment control measures. OP Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal 12. The plan approving authority must be notified one (1) week prior area. Street washing shall be allowed only after sediment to the pre construction conference, one (1) week prior to the is removed in this manner. This provision shall apply to commencement of land disturbing activity, and one (1) week prior individual subdivision lots as well as larger land to the final inspection. disturbing activities. 13. All temporary erosion and sediment control measures shall be C. Construction traffic shall be limited to access roads. All removed within thirty (30) days after final site stabilization or traffic is prohibited from crossing drainage swales and after the temporary measures are no longer needed, unless streams except where absolutely necessary (Std. & Spec. 3.24 otherwise authorized by the local program administrator. Trapped VE&SC Handbook). sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized 2. Temporary sediment traps, sediment barriers, construction to prevent further erosion and sedimentation. entrances, and erosion control stone are to be placed prior to clearing and grubbing and prior to the first phase of construction and all disturbed areas are to drain to approved sediment control measure at all times during land disturbing activities. MISC. NOTES 1. A VDOT land use permit is required for this project prior to 3. All permanent storm water management facilities including erosion issuance of a land disturbance permit. control measures are to be installed and made operational at the start of clearing operations, including approved sediment basins. 4. The contractor shall complete drainage facilities within thirty (30) days following completion of rough grading at any point within the project. 5. Construction will be sequenced so that grading operations can begin and end as quickly as possible. 6. Areas which are not to be disturbed will be clearly marked by fencing, flags, signs, etc. 7. a. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than thirty (30) days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one (1) year. I Ift cn 0 V) a Ld o BRIAN A. ca MGPETERS LiC. No, 041405 As sIQNAL 0 V') (� N O J c�S Z >, CU u; z SHEET NUMBER f 7 Q cn 0 2 OC) 0 2 ■ N CN � Q Q a L C) CT3 Z C%q CO Q 00 CN -J a r- < o�00 � CA O Q O�Z u o oM 00- E ' �,.1�,. �� 6L.. o BRIAN A. ca MGPETERS LiC. No, 041405 As sIQNAL F- Z W Z W CL (/) �J 00 Z � 0 Z (/)0 00 W W W (7) M J LO <£ Q SHEET NUMBER f 7 6 << ■ N CN � o Ec, W z� C%q CO CN -J c a < � Q w -1 E ' �,.1�,. �� 6L.. 6 Q Q .- UJ 't U " a_ 0 © „C O 0 4i' V) O An Q F- Z W Z W CL (/) �J 00 Z � 0 Z (/)0 00 W W W (7) M J LO o f') SHEET NUMBER f 7 6 << ■ N CN � Ec, W C%q CO CN -J -0 < � 0/ -1 E ' �,.1�,. �� 6L.. 6 Q 0a) .- 't Z " a_ 0 © „C O 0 4i' 0 Cl DATE 07/26/13 , PROJECT NO 113038009 E, f') SHEET NUMBER f 7 6 << Ec, - ,,�-�- ��rl Sl� IiI - :.- + 7r "' . -, .. . �: I - .. I... . 'F , .I..". . � ., - - �t�m,�,,,�.7�.' �t.tp- .�. i�, . .� .... ._ 1. - 11. ,; 1. _,�, ,,�� 'n, �,'��,,,'z,%��',��i ��.� 'k, , � �� 11 I .1 ", , M , - " � I _ ;/ ��- - --,-,, _ , ,,:7 ___- -..-.-. - � ...... i.. .. .. --zl -.- 6 I � . .... , � ,3 0 -1 _v _- " ��_�, ,_- _.. ,i . � Rt, , I - ". . I / . .� 1% - -,- ". .... � I.,..,,: , ,�. I 11t. - .; �. .. . -.-�, - - , " �_�'. -, �,, , ... 1, : ..., I -_ _______1.__'1 - _�, - _� �"/ , ". 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I "I . , " . . � 11 , [ I 0- n_ ., .. .. . ,,, it. �1 , �....3. :� I ( 4 .1 ,;.,' j " . !i CO p 1. 0 t�j - V3 so - 'A i / / GRAVEL CURB INLET SEDIMENT FILTER I / le . - r1l .c : / / EROSION CONTRUDL NARRATIVE & SEQUENCE OF CONSTRUCTION- : ;��_ - C _/ � , @ - -13) IV 5 (VDOT) STD, DIST I u I U) x 0 I I Qj M u - SILT FENCE INLET PROTECTION PHASE I EXIMING SOILS INFORMATION 0 w ,� a . _r- -Q ,i3 al , Map Unit symbol Map Unit Name ��, IN J> g �: _c ON FENCING 1. CONTACT THE COUNTY EROSION CONTROL INSPECTOR TO SCHEDULE A PRE-CONSTRUCTION 0- .1 < -1 13 U �- 0 MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT TO BE HELD IN THE 5B Belvoir loam, 2 to 7 pffCent �5lQpes i "-0 q. N 0 Q 0 & - OUTLET PROTECTION ALBEMARLE COUNTY OFFICE BUILDING COMMUNITY DEVELOPMENT OFFICE, 48-HOUR 7B Braddock loam, 2 to 7 percent slopes > "� V 0 1 "_ 8C3 Braddock clay loam, 7 to 15 percent 0 x 0. NOTIFICATION IS REQUIRED. Vj slopes, severely eroded _C_ a, V) a- 0 C to"-- PE DRAIN 0 .2, V w 01 36C Hayesville loorn, 7 to 15 percent 0- IV 2. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE 0 f�) 'U . slopes 88 Udorthents, barny 00 PRE- CONSTRUCTION MEETING. Q, n -Q - - r I W ! - EC-2 DITCH LINING I 0 �, - �. � - --- - - I OF , I 0 4, Y) X a 3. AFTER LAND DISTURBANCE PERMIT IS ISSUED, INSTALL CONSTRUCTION ENTRANCES WITH 49�_,� QIP j, � A . , � 11 - I I ,q I k i . 1) Q M a X_ - -30 z C: C3 0 � OU 0 rl�[ 1) <0 �c - 4, INSTALL PERIMETER EROSION CONTROLS IDENTIFIED ON PHASE I EC PLANS (SILT FENCE, . ro ,,, OR �wm Mm M - - 0 :� .F- 1,j 0 11 DROP INLET PROTECTION, AND CULVERT INLET PROTECTION), 1� �� :_� (i I , -* 0 0 - - �)Ul L IVI/-\ M X Q .0 CD CY; - 00 ,4; . 5, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL ou 0 U w 9 f') - @ - SEDIMENT TRAP TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 0 r�) -) <D Is Z:: �2 , Q STABILIZATION IS ACHIEVED. I" Q DIVERSION DIKE _>_ S 0 0. - , �� , � 0 (@ 0 I 0 1 6. INSTALLATION, MAINTENANCE AND REMOVAL E&S ITEMS SHALL BE PER THE VESCH. oi:� X ") . <j Oi �2 .Ah . F2 u� fs w 4w (@ - _:� Ir Y x 0 0 0 i V - �. ;- . I I I . It � 11 r I � : I I I I I t . � 5 f i I I I � I � I I I- - - - p . I ? 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I "I . , " . . � 11 , [ I 0- n_ ., .. .. . ,,, it. �1 , �....3. :� I ( 4 .1 ,;.,' j " . !i CO p 1. 0 t�j - V3 so - 'A i / / GRAVEL CURB INLET SEDIMENT FILTER I / le . - r1l .c : / / EROSION CONTRUDL NARRATIVE & SEQUENCE OF CONSTRUCTION- : ;��_ - C _/ � , @ - -13) IV 5 (VDOT) STD, DIST I u I U) x 0 I I Qj M u - SILT FENCE INLET PROTECTION PHASE I EXIMING SOILS INFORMATION 0 w ,� a . _r- -Q ,i3 al , Map Unit symbol Map Unit Name ��, IN J> g �: _c ON FENCING 1. CONTACT THE COUNTY EROSION CONTROL INSPECTOR TO SCHEDULE A PRE-CONSTRUCTION 0- .1 < -1 13 U �- 0 MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT TO BE HELD IN THE 5B Belvoir loam, 2 to 7 pffCent �5lQpes i "-0 q. N 0 Q 0 & - OUTLET PROTECTION ALBEMARLE COUNTY OFFICE BUILDING COMMUNITY DEVELOPMENT OFFICE, 48-HOUR 7B Braddock loam, 2 to 7 percent slopes > "� V 0 1 "_ 8C3 Braddock clay loam, 7 to 15 percent 0 x 0. NOTIFICATION IS REQUIRED. Vj slopes, severely eroded _C_ a, V) a- 0 C to"-- PE DRAIN 0 .2, V w 01 36C Hayesville loorn, 7 to 15 percent 0- IV 2. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE 0 f�) 'U . slopes 88 Udorthents, barny 00 PRE- CONSTRUCTION MEETING. Q, n -Q - - r I W ! - EC-2 DITCH LINING I 0 �, - �. � - --- - - I OF , I 0 4, Y) X a 3. AFTER LAND DISTURBANCE PERMIT IS ISSUED, INSTALL CONSTRUCTION ENTRANCES WITH 49�_,� QIP j, � A . , � 11 - I I ,q I k i . 1) Q M a X_ - -30 z C: C3 0 � OU 0 rl�[ 1) <0 �c - 4, INSTALL PERIMETER EROSION CONTROLS IDENTIFIED ON PHASE I EC PLANS (SILT FENCE, . ro ,,, OR �wm Mm M - - 0 :� .F- 1,j 0 11 DROP INLET PROTECTION, AND CULVERT INLET PROTECTION), 1� �� :_� (i I , -* 0 0 - - �)Ul L IVI/-\ M X Q .0 CD CY; - 00 ,4; . 5, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL ou 0 U w 9 f') - @ - SEDIMENT TRAP TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 0 r�) -) <D Is Z:: �2 , Q STABILIZATION IS ACHIEVED. I" Q DIVERSION DIKE _>_ S 0 0. - , �� , � 0 (@ 0 I 0 1 6. INSTALLATION, MAINTENANCE AND REMOVAL E&S ITEMS SHALL BE PER THE VESCH. oi:� X ") . <j Oi �2 .Ah . F2 u� fs w 4w (@ - _:� Ir Y x 0 0 0 i V - �. ;- . I I I . It � 11 r I � : I I I I I t . � 5 f i I I I � I � I I I- - - - p . I ? 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V�_ At=*4- �, I A. 1- MoPETERS � LIM N*.041440 a J-1-1 4,;V 4� of/4", � - _y L e ��, 'M �,V. ��OXA 0 Z �_ >_ L/) Cu >_ M < 8 M ow w z 1-i 0 � 6 M X 8 0 0 Kd Issss- z W z 2E <`ssssss`ss1ssssss"s" r') _j W LL] U) _j u) ,,,6 0 < O� -r z Issss- 0- 0 z (j) 0 00 10�_ w cc UJ M - (b _j to !� w 'T C4 < cq t� (=� I M C> ;;; ui " IS ca CN .. .5 -0 < ra < (0 _-:1, IL 0 01- V_:1 U. M - C) 0 !? 2 3 "r-1 = 00 �_� C .01-. Z CO.) 9 0 114t =) M -C .. 0 V- A I (0 j= 0 qcr 9 EL V1 �, DATE "� 07/26/13 <w C) 0 PROJECT NO� a, 0 0 113038009 00 K) 0 SHEET NUMBER "I i� 6A E 0 z Issss- z W z 2E <`ssssss`ss1ssssss"s" r') _j W LL] U) _j u) ,,,6 0 < O� -r z Issss- 0- 0 z (j) 0 00 10�_ w cc UJ M - (b _j to !� w 'T C4 < cq t� (=� I M C> ;;; ui " IS ca CN .. .5 -0 < ra < (0 _-:1, IL 0 01- V_:1 U. M - C) 0 !? 2 3 "r-1 = 00 �_� C .01-. Z CO.) 9 0 114t =) M -C .. 0 V- A I (0 j= 0 qcr 9 EL V1 �, DATE "� 07/26/13 <w C) 0 PROJECT NO� a, 0 0 113038009 00 K) 0 SHEET NUMBER "I i� 6A E 0 z V1 �, DATE "� 07/26/13 <w C) 0 PROJECT NO� a, 0 0 113038009 00 K) 0 SHEET NUMBER "I i� 6A E 0 z 41 k < C, A j . . ..... ... 41 .... . ...... .... . .. ..... rACSAI ........ .. ......... . ... ..... . . IP c lop, CL . . . . ....... .......... . .... . ..... D . ........ ....... omit" -emao- Ir r . ..... .. ....... P 1p .... . .. .... 2 . ......... 16 -OSION'DE . ........ ... 'B O.0 I P P % HT --_O F7-- A w L IN E 'Ilk ............ 'LIMITS. OF" DISTURBANCE P, ..... .. .. . .. ... zi x x CONTOUR ELEVATIONS t DRAIN STORM' . ....... TC TURBIDITY CURTAIN . .. . . . -1 41 -X-X- SILT FENCE . .. ..... .. v i'I p- <2 JINLET PROTECTION 00 x r v VULVERT INLET PROTECTION IP- . ......... < Ek-2 MATTING x i /* ERMSION CONTRO"L NARRATIVE & SEQUENCE OF C0 NSTRUCTION GRAVEL CURB INLET SEDIMENT FILTER 7. PLACE LIGHTING POLES, LUMINAIRES, AND CONDUIT, (VDOT) STD. DIST—B) d SILT FENCE INLET PROTECTION PHASE 11 (SEE MOT PLANS — STAGING NARRATIVE FOR DETAILS) 8. PLACE BASE STONE. oj t� 6 V) b 1 CLEAR AND GRUB SITE. STRIP TOPSOIL FROM THE SITE AND PLACE IN SOIL STOCKPILE. 9. POUR CURB & GUTTER & SIDEWALK. TREE PROTECTION FENCING n 2. RELOCATE UTILITIES WITHIN EXISTING ASPHALT ALONG CROZET AVENUE, TABOR STREET, 10. PLACE ASPHALT. OUTLET PROTECTION AND JARMANS CAP ROAD. Q) I i_ fil x CL 0 11. FINISH ALL. PAVEMENT MARKINGS AND SIGNAGE. TEMPORARY SLOPE DRAIN 3. INSTALL MAJOR DRAINAGE PIPES AND INLETS ALONG CROZET AVENUE TABOR STREET. 12, INSTALL LANDSCAPING. 4, ROUGH GRADE ROADS. EXCESS SOIL SHALL BE PLACED IN THE AREAS IDENTIFIED ON EC-2 DITCH LINING V; THE PLANS. PLACEMENT AND COMPACTION OF THE SOIL SHALL MEET THE REQUIREMENTS 13. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES CAN ONLY BE REMOVED WITH x —CL OF THE GEOTECHNICAL ENGINEER, SAFETY FENCE THE APPROVAL OF THE EROSION CONTROL INSPECTOR ONCE THE CONTRIBUTING DRAINAGE Q; cu Q AREAS HAVE BEEN STABILIZED. > 5, IMMEDIATELY FOLLOWING ROUGH GRADING, PROVIDE TEMPORARY SEEDING/MULCH FOR �mg DRAINAGE BOUNDRY ALL UNPAVED AREAS PER TEMPORARY SEEDING SCHEDULE. 14. THE CONTRACTOR SHALL KEEP THE ROADWAY(S) ADJACENT TO THE CONSTRUCTION SOIL MAP ENTRANCE(S) FREE OF DIRT AND DEBRIS AT ALL TIMES. 6. INSTALL REMAINING UNDERGROUND UTILITIES, DRAINAGE PIPE, DROP INLETS, AND INLET OUTLET PROTECTION. 0 r�) SEDIMENT TRAP 5- DIVERSION DIKE X X 0 u- ROCK CHECK DAM w ax: L THIS PLAN FOOK"EROSION & SEDIMENT CONTROL ONLY a (n 71 0 uj Q� �3 C3 �N 0 V1 cn Z > V) (o E ILJ z < a V) w 03 V) x < Ec4 < cc Z 0 00 r LIS Go LLJ _j 4- E5 00 C,4 0 Lu 0§� 6 Q r <) TH BRIAN A. 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I �V % ,I I , , 11 , I � - "', ", i il / 3 1 / � 1, , a I , I /_'1 I ��rj�-�� . , . .1 . '� . 1 ""? �' .' , 1" 3' .'." - ,- I ' " '_' \ " - / t '�' .; 7 I r , 'fl � I � �.i 11 14 I , , I I -1 ,-. - I , � - I I., I _- �` 1:1 Y i _." . t' I v .I , - , 1 - , � 3 1 i 6 if , I - - V, f ,�', ',� 11 , " -, I -.. , �;'_� I I ' , I_ f1j , I I _Ii:�' _1 I I " i i I , . I F , � % ; - 2 � I/ i �• ./ , A, / - . , I , t - . I j r` t�> � q I I � 4 ; � , '1`1 • I � . I � � . I /I � -1 '. .. .... "k '- �. / ) / i f \ I � ' } � � I c i I ' � 0 i / ; f il I 11 / . � I � 1. I e ' C , 1. ' 11 � i , .V, IV, ll / / I i j !' / / / a i i / �"' " THIS PLAN FOR EARTHWORK ' AND GRADING ONLY .192 w I— < 0 w z 0 (n > w 0� EMEMEMI N i w 0 N C:) co 4m / � c3 fl) * I _/ I v d O' "-/, 9 I ' = § /01 # 'y _w .< - IE c� ____ I 1' -' I , �11 z K IN . . � I / I 1111111 0- 4) / I _....'... 11.11".. . � I � 1. I e ' C , 1. ' 11 � i , .V, IV, ll / / I i j !' / / / a i i / �"' " THIS PLAN FOR EARTHWORK ' AND GRADING ONLY .192 w I— < 0 w z 0 (n > w 0� EMEMEMI N i w 0 N C:) co 4m Na, N a, � c3 fl) * I z I to .s v d O' E A -0 0 _ fn n I I >_ fy- 0- 4) U _j r_ >_ - - y t - w < �t e) _j 0 I I N V) -1 ' ' j LU �§: Z Q . u 0 a: 8 CL 0T- r� eS-NLTH & s � , - '� %.� 4. T � . MOPBRLAN ETERAS Ur-% No. 0414M ova/47 , W, 9 + w < 0 D I T_ z o. 0 w 0 < Z C) 0 �- C) + w C) N 0 � IT-- ( D c) �. O� < 0 �_ U) W co 4m , m w I CN a t'i; C" 0 M cq 0+4 , 't . . Z >_ < r < W m LL >_ fn 0 0- 4) 't.:- q• >_ Q w = cQ 0) W 4111. 0 ui 0T- w tv I 1-z C) 4%1* X: 0 Az A- < V5 < w u w E x" to 0 W, 9 + w < 0 D I T_ z o. 0 w 0 < Z C) 0 �- C) + w C) N 0 � IT-- ( D c) �. O� < 0 �_ U) W co 4m , m w I CN a t'i; C" A M cq 0+4 , 't . . .j -v < r < W %..tj, LL 0 0- 4) 't.:- q• = cQ 0) W 4111. 0 -'r 0T- tv I 0 C) 4%1* X: 0 Az A- DATE 07/26/13 PROJECT NO, 113038009 SHEET NUMBER 7 E 0 tom. r� C.S rj a U X >m � tS7 Q7 C7 tt> {s} tr7 05 x 0> o E7 n7 � E as r vl a; _ o a ca ^i ,2 CY 4 0n X ) tSi (J uj '7 � O V) r� 0 X o p c7 Q U Q (7) w o� 0o Q, X Y u vi va O v <C �a C c7 c y_ a x v a c. r� O v .fJ s: uz v vi v r3 U O U1 N d s. a h X A O v a i� 0 O C a a ti _c c fi M Q U Q d u u a v c u O v rn a v R= as ea o. C1. N 0 s O a� Q� fa .a N 4 �1 [J. 7 El vx fl T a v c v n ti u a c m 5.7 C �r C W v p 41 f� p v 0 1 0 20' 40' 1'1%,/ 1 L-%Ju 1. MINOR CONTOUR INTERVAL = 1' MAJOR CONTOUR INTERVAL. = 5' 2, ELEVATIONS SHOWN ARE IN US FEET. 1 VERTICAL DATUM = NAVD 88 THIS PLAN FOR EARTHWORK AND GRADING ONLY c; " BRIAN A. U. NQ. 4414% 6 0113 QNAL I .i '( '11 *I ,lI :z 00 SHEET NUMBER Q M C� O N 00 UJI ci a� 0 c "o, < -v Q LL CT > Q Q � LL E Q N 'r ,=lf Z } CC UPI CV C7 00 La t�I tc.4 —c "t u_r � Z � 10 z �/ � r2 0 0 �w Q LA °o° n Ld E'L' Q VI C3 Q U c; " BRIAN A. U. NQ. 4414% 6 0113 QNAL I .i '( '11 *I ,lI :z 00 SHEET NUMBER Q M C� O N 00 UJI ci a� a c "o, < -v Q LL V) a x > Q Q � LL E Q N 'r ,=lf (/4�j iii/ } CC UPI CV C7 00 La t�I —c "t u_r � Z � 10 z �/ � r2 0 0 �w Q LA °o° n EcF c; " BRIAN A. U. NQ. 4414% 6 0113 QNAL Fw- + W Q :D :� T- Z ol_Q.+. w R Q `n Q ";t N aQ �.....w V J C� 0 m M� 113038009 00 SHEET NUMBER r� C� UJI C-4 a� a < -v Q LL > LL a] 'r ,=lf (/4�j iii/ } 4 —c "t u_r 10 z �/ � Ci EcF E'L' � VI C3 Q U Fw- + W Q :D :� T- Z ol_Q.+. w R Q `n Q ";t N aQ �.....w V J Lo N " PROJECT NO. 113038009 00 SHEET NUMBER r� C� UJI C-4 a� co < -v Q LL > LL 'r ,=lf (/4�j iii/ —c "t D r/�+�� 10 1 �/ DATE 07/26/13 PROJECT NO. 113038009 00 SHEET NUMBER r� 7A a� r C,. e) U U =J 1i k iL _. ci> c> 3�? � 7k e�3 tom? r- r � tj � k q3 X V) CIS .. r.J _s 2 L7 x 0 0 "3 0 Q a, ix µ,ms J C:x 1 ci G J (� co" u �r (I) . :i ems; k EJ :u o3 Ca 1 may. Y x V C: ui vi a L) Ei N N C} E {J S, q fa G .c: c: a� (i (j N US C} E? x c G T p C: CS O ri v C: N O Qi i� US .C: C: 4 f. Cj 4_ 4) li. CA i� i1 G :l N QS Q N D M S: t_ GS U 7 i� v u Q. U `fJ ti !,5 v 1? ti- f: J e; v C v .v N N O Vi G C v a; N N a3 0 c ci Qi 4 Q .0 a r 1 J N F- W W U) W W U) N E© W / 0) 0 t � i U- ) W z J T -4 -n --n i! W NI OTF.q - t MINOR CONTOUR INTERVAL = 1' MAJOR CONTOUR INTERVAL. = 5' 2. ELEVATIONS SHOWN ARE IN US FEET, 3. VERTICAL. DATUM = NAVD 88 THIS PLAN FOR EARTHWORK AND GRADING ONLY W C --a L- i cs �[ N d' Cf co V V--7 >N tl- 0^`` ^_ M W Y U © .�t- � CJ CL Q DATE 07/26/13 PROJECT NO, 113038009 SHEET NUMBER 7B P 4 ill ii. cj t �N 'C3 a v .a k S7 0 cs> ca Q) [f? rYl" x G� 0 C} Lo Ml tr} n) cn f X x C�, a° a} c, C� N f �x � o> v(0 N �t .� En 6a of o o� � va 10 cC � ra C7 a- 0 t Ql X u� a CO y Q 4 x °t � L7 �f iW Yx 6 E N Gi a 0 m a 0 t7 p :L F X T .tea U O .0 7' 47 C7 N t1 N 4? U U a N Q U k Q x 4 Ck 4. ICL a `D U Q N 0 4 C v i a u a O 0 n z, c v v N !Z 97 S? 0. N C� M u U w U v O a Q4 7 a 'a v v ii. UI Q) t7 U v v VERT. SCALE MfE 5' 0 Q �z 5' 0 0 )) A" WE 660.00 co cQ a� 00 700 :.......,.:,,.,..... :.... co 00 0000 00 <o c Z cfl �°0 , cn 0 20 a C'4 : 04 : v � ca 4 a 0 00 Cp? Ln p to � Cl c 690 V) <10 V) Q) cv , . . .. . . W En W 685. :. z z, 0 () PROP. 6" BURY DEPTH 680 4.40 FINISHED GRADE AT FACE OF WALL ; 675 :.... ...........................:... : PROP. 6" BURY' EPTH : 680 PROP: =FINISHED- GRAD. AT - BACK OF WALL 1 'EXIST. GROUND AT FACE OF WALL PROP. FINISHED GRADE AT FACE F WALE 670 :..........:..........:...... DATUM ELEV WE 660.00 co cQ a� 00 tn to 0 C14 co 002 co 00 0000 00 <o c Z cfl �°0 , cn 0 ` ¢ «x CD to RETAINING ALL "B" 710• 705- Nf r'' N IZONTAL 10 +50 113038009 r- .00 C SHEET NUMBER 0 20 mW e0fi0 e0W 04 00 ED v � ca V) V) • ¢ V�V) RETAINING ALL "B" 710• 705- 5A Tr)-Illr Fr. ,FV 670.00 Nf r'' N PROJECT N0. 113038009 r- .00 C SHEET NUMBER 0 00 mW e0fi0 e0W 04 00 ED v � ca .i • ¢ ? OP. FINISHED Cp? Ln p GRADE AT BACK OF WALL � Cl c V) <10 V) Q) cv , . . .. . . +o,63% +0.6 0 685. :. z z, 0 () PROP. 6" BURY DEPTH 680 EXISST., GRQVNQ .AT. FACE, OF . WALE.. ;.. . PROP. FINISHED GRADE AT FACE OF WALL ; 675 :.... ...........................:... 5A Tr)-Illr Fr. ,FV 670.00 U co PROJECT N0. 113038009 IN to IN C-c .00 C SHEET NUMBER 7C mW e0fi0 e0W C) 2n co v � ca .i wW ? c w IJR m 0� HCD �(ZI + W(n +50 21 • r !i i RETAINING WALL ?9 c " NOTE: 1. SEE RETAINING WALL DETAILS AND NOTES ON SHEET 7D, 2. WHEN PLACING RETAINING WALLS "A" AND "B ", THE CONTRACTOR SHALL SMOOTH OUT THE TOP OF THE MALL TO AVOID JAGGED TRANSITIONS AT ANY REQUIRED GRADE BREAKS. 3, WHEN CONSTRUCTING WALL "C" CONTRACTOR SHALL COORDINATE WALL HEIGHT TO MEET EXISTING WALL. CONSTRUCTED BY OTHERS 700: :..........:............ : END WALL CONSTR. : ..........:........... . : MATCH EXIST. WALL• HEIGHT EXISTING GROUND AT FACE OF WALL 690 ��'........ , , , ..... +1,68 PROP. FINISHED GRADE AT BACK OF WALL. PROP. 6" BURY DEPTH 680 PROP. FINISHED' GRADE. : AT FACE OF WAIT. .DATUM .E'LEV :. .. .... , :.. 670.00 co c�. C 0'^0 to W W , 30 +00 kl U co PROJECT N0. 113038009 C SHEET NUMBER 7C C) 2n v � v ca cq �— Cp? Ln p a � Cl c V) <10 V) Q) THIS PLAN FOR RETAININNG WALL CONSTRUCTION ONLY Q z x r_a E t 0 r t� z W cl L1 sr d Q Z Q (n Elf z a N to C) .�„ N cof vi mo „►.fit Vex 4? a Q N cc tn CV Q 00 W CN0' C� Q i 4 C- 0 BRA A. MCPETERS Lb, No. o41406 S,'SZQNAL <cr:< O Z M LLj V♦ � W U) .rrs F- W W = :) Q z .. W e _ y t F-- -� W ...., 0 Z, 0� < 0 H W [SATE co PROJECT N0. 113038009 C SHEET NUMBER 7C W ca cq 0 a � 0 cv z z, 0 () Q.. [SATE 07/26/13 PROJECT N0. 113038009 SHEET NUMBER 7C z ca 0 2 ou n Q rq > cl, Q 0 C-4 v) 0 r- ct 2 :2 x 0. .0 cn n0 C>0 ")ao rq V) V) --o 0, 0 n 0 x CL 00 Q fl) ,,> 'o V1 x 14 X 00) 0 C) co o < BE :7 13, c ftdft Bkoft fAmoubu Walk c s i . ...... .......... WuhirV . ..... A . ... ........ . COG* 0 z i t t; Now iii, ui tit. AShu fM m :.._. ^._.__.,..,,.. > -- -------- ArTl*m* L t Aw w m L AE77XZ7: w A.� WA .S 40 G SPA, . ........ law it WON GmAwft 39.60 LF RWf ► 9APAd LOW 10"i DESIGN, ,,-; AW SID. w t. C> H IES CROZET 'AVE. CONSTR.' !T1 t . .. ...... ... . z K/ Uf < 0 X -A o a:f ,E < C; < (D LL. It 0 It, - . ..... tr _ ----- - c o1a - z. ........... < � > 0 N k 2 V) co co t k*ww" ■ A LLry . ..... ..... LLC a _e Ld < t, "Yt lll�lM so Amato amows"im" aw xd*M li :3 .... ............. r i- "C, . ......... (SR A,* bzvtT AV '40) K 0 CON ST R. /1L TIf "o U8011 with U" "IM M29M iddle Mink ]m $all I zl' Vom*44Acl too Or- BRLAN A. MCPETERS L�.% NO. 04140 4W Jw 4q �► , nw ow 'DIVAL Conw 13b* F1 111ma 814" Lmo �-ft < < Us" RETAINING WALL llDll RETAINING WALL "Ell . mm Z >. U) 1wr < z UAto 3mum LU LAJ "=U WAN WO old$* v 720 . . . . . . . . . . . . . . . . . . . 730 U) Zwm c:, w v In �;z ce 40 Tow ow PROP. FINISHED 00 W 0 ul) w vy GRADE AT BACK OF WALL *p.h.ft■Q I iy yam. 04 W Z + + pow *0 fib gk w owboamcww I UJ c> PROP. FINISHED GRADE AT 1w BACK OF WALL 1w _j- RW WO *4kVM4N% "10W It PON# A UM WAMa W�*B **06M u) < + . . . . . . . . ER 710 720: . dami"Im"aft CL a- CONTRACTOR SHALL VERIFY _j v~i CONTRACTOR SHALL MATCH THE LLJ LO' & ELEVATION OF EXIST. WALL'S ELEV AT THIS POINT LOCATION CONNECTION TO EXIST. WALL. z TIE TO FACE OF o C4 > Q> I= fill" QQNNECT TO EXIST. WALL EXIST. BLDG. �-0.05%' 0� C) SAW CUT & GROUT CONNECTION .. ... .... NOTES RAWROCK PROP. 6" BURY DEPTH w 700: 710, r__4 CID I C1 EXIST. GROUND §1"9m A� eq 1. RETAINING WALL WILL BE REDI-ROCK 28" SERIES WALL C.-I AT FACE. OF WALL C"4 es j WITH "COBBLESTONE" FACE AND CAP BLOCK cr- PROP. FINISHED GRADE EXIST.'GROUND C3 I (MANUFACTURED BY H. T. FERRON) OR APPROVED Lo + cp I AT FACE OF WALL EQUAL. 64 + AT FACE OF WALL � C? I I I . I . . . . w 'T EE V), PROP. 6v BURY DEPTH, -PROP, FINISHED GRADE V> 2. WALL DESIGN SHALL BE THE RESPONSIBILITY OF THE m co v AT FACE WALL -4 _1__+ CONTRACTOR'S PROFESSIONAL ENGINEER. SHOP co c%q an DRAWINGS SHALL BE SUBMITTED TO THE COUNTY _DA TUff ELEV PROJECT MANAGER AND APPROVED PRIOR TO < w > u- 690. 0 700.00 CONSTRUCTION OF THE WALL. <v C> ul.ifi 3. WALL DESIGN SHALL INCLUDE A VDOT STD, HR-1 (PAINTED BLACK) ALONG THE TOP OF THE WALL. Kmb Z C�l ............ wo mft 7 11r akm 0 0 2 4. NON-BEARING SIDE OF WALL TO BE STAINED. COLOR 50+00 o TO BE A BASE OF "CANYON" WITH ACCENTS IN "BLACK" "AGED BRONZE" AND "CORAL RED". THE GOAL 21 YAW 9* OF THE STAIN SHALL BE TO MATCH THE EXISTING DA TUAf ELE V 680,00 RETAINING WALL ALONG CROZET AVENUE AT TABOR to U-3 co, 4A PRESBYTARIAN CHURCH, COLOR SAMPLES SHALL BE ul APPROVED BY THE COUNTY ENGINEER WITH SHOP t "A Lu 0 0 041 W V> DRAWINGS BEFORE DEMOLITION OF THE WALL, 2r Bddft�w VER 5' 5. THE CONTRACTOR SHALL REMOVE THE EXISTING WOODEN SCA 40+00 FENCE TD HACIO QLE�ITIN, THIS PLAN FOR RETAININNAND REINSALL THE FENCE AFTER OMPLETION 0 7/26/13 WALL CONSTRUCTION. Rod4owk*ww*x* LLC PROJECT NO. _7 WALL �t�NTRLITI�N ONLY I_X i 71 E 0 1 HORIZONTAL ----- -- - SHEET NUMBER tFy 0 20 SCALE 7D �,i S? O -v X >-1 Q ,I c: qj E D W 0 44 fl OL :113 -c of 0 0 C) V) A-- o ?A V CL c Qw cm 0.50' 0,50, TAPER CURB HEIGHT TO MATCH CG-2 ALONG ROADWAY MOD. DI-3A (SEE SECTION B---B) 0.50' SIDEWALK BIO MEDIA (REFER TO SECTION B-13) MOD. CG-r- 2 ROAD SURFACE 0.6 7' 1 oo? t K) IN STREET 1310-FILTER DETAILS < ASPHALT PAVEMEN'r SEE PLAN SHEETS FOR ACTUAL NUMBER AND LOCATION OF CURB CUTS STD. UD-4 CLEANOUT (TYP.) 2.5' FOREBAY 0.8' 2.5* CURB CUT /'�j *D '"J' (WATERTIGHT LID) CUT CLOSEST TO DI-3A ' cv 3. SEE OF 1310FILTERS MOD. UD-4 MOD. CG-2 A DETAIL SHEET 9 04 04 B F SEE DRAINAGE DESCRIPTIONS FOR HEIGHT (H), ON PLAN SHEET 6. MOD. UD-4 IS VDOT STD. WITH fit 11 if 7. L( FLOW FLOW OF ROCK CHECK DAMS TO BE DETERMINED BY GRADE, SO THAT u THEY MAY ARE SPACED EVERY 8" FROM TOP OF ONE TO TOP OF THE NEXT. \c- < SEE SHEET I I C FOR MOD, CG -2 FOREBAY Q 6.0' 6.0' -- --------- (TYP.) MOD. CG-2 o 0 4U ---- ------- 6" H t. A "---CLASS Al RIPRAP 6.0' 1g , a, 6.0' "PROPOSED 6" CURB CUT AT PLANTER WALL 0 12' SPACING C-C CONCRETE SIDEWALK B An I c- c' PLAN NOT TO $1ME STD, UD-4 CLEANOUT (TYP.) (WATERTIGHT LID) SPREAD MAX. 50' C-C CLEAN OUTS 6" HEIGHT ROAD SIDE ROCK CHECK DAM TOP OF CURB - --------- ..... .... . k: - ----- --.111.1 .... .... ... . .... ......... . . .. ...... . .... ......... ...... . .... .. . . . .... ........ . .. ..... . . ........ MOD, UD-4 AT MIN. 1 X SLOPE PROFILE NOT TO SCALE MOD. CG-2 CLASS I RIPRAP SIDEWALK -V RETENTION CLASS Al RIPRAP SVBGRADE VDOT STD, GEOTEXTILE FABRIC SECTION A-A AT FOREBAY NOT TO SCALE 2.5' CURB CUT I SUBGRADE VDOT SM. GEOTEXTILE FABRIC MOD. CG-2 1—'ROAD SURFA 0.67' 7//7 3,5' 3' LUCK BIOFILTER MIX OR APPROVED EQUAL 4" PEAGRAVEL FILTER LAYER 8" VDOT 21—B AGGREGATE VDOT STD. GEO—TEXTILE DRAINAGE FABRIC SIDEWALK 7-7777-777 TOP TO BE MOD. CG-2 CAST IN PLACE MOD, DI-3A SIDEWALK `7; 7- f 7 RETENTION ... . ...... ....... .... . ................ .......... .. ... ........ ... ... ..... VARIES . . ......... MOD. UD-4 (CONNECT TO DOWNSTREAM D.I.) SECTION B-13 NOT TO SCALE 8" ROCK CHECK DAM CROS5 SECTION NOT TO SCALE NOTES: 'D TO y 1. SEE PLAN SHEETS FOR ACTUAL NUMBER AND LOCATION OF CURB CUTS 2. FOREBAY EXTENDS FROM FIRST SERIES OF CURB CUTS TO 6" PAST CURB CUT CLOSEST TO DI-3A ' cv 3. SEE PLAN SHEETS FOR LENGTH OF 1310FILTERS 4. SEE DETAIL SHEET 9 04 04 5, SEE DRAINAGE DESCRIPTIONS FOR HEIGHT (H), ON PLAN SHEET 6. MOD. UD-4 IS VDOT STD. WITH 6" UNDERDRAIN PIPE 7. SPACING OF ROCK CHECK DAMS TO BE DETERMINED BY GRADE, SO THAT u THEY MAY ARE SPACED EVERY 8" FROM TOP OF ONE TO TOP OF THE NEXT. B. SEE SHEET I I C FOR MOD, CG -2 DETAIL SHEET 1 OF 2 C3 p! 0 v) C3 E -so— P g r v<> d L S Z' < LLJ Z 0 Co Ld E14 C) 00- NLTHop OBRIAN AL Mt PETERS LJO� No. 04140 qw 'Q�CwAL w ww < U. OW .0-0 ED ui co 0-1 cv co 04 04 V) 1 ,ne U < 0 w u uj x x T 0 0 Q Q w ww < U. OW .0-0 ED ui co 0-1 cv co 04 04 o T o 0 4U Cc- DATE 07/26/13 PROJECT NO. 113038009 SHEET NUMBER 8 Yu Cl r.� u t cv <a: 3'D n :f1 J- ?X; �J , t�5 i- l li lz1 1 Y: S O Y 3 .i v :Ss < 45 4 E Y s� .N r� } a :l v c�+1 .3 �a Jt ,X :J i u E -J} y a �s �0. w 41 IN STREET BIO- FILTER DETAILS LABEL DI DRAINAGE AREA (AC.) IMPERVIOUS AREA (AC.) LENGTH (FEET) SURFACE AREA (SF) PROP. STORAGE VOLUME (CF) NO. OF RCD A 13 -3 0.039 0.039 59.6 328 220 2 B 14 -1 0.032 0.032 23.6 130 87 1 C 14 -2 0.094 0.092 34.2 188 126 1 D 14 -3 0.264 0.264 81.2 441 295 3 F 14 -10 0.112 0.112 66.1 364 244 3 G 14 -14 0.027 0.027 27.4 151 101 3 H 1 14 -15 1 0.025 1 0.025 1 46.8 257 1 172 1 5 3' TYP. 21-61? TYP. 1" LOCAL DEPRESSION, WARP PAVEMENT ROAD SURFACE CURB PLATE — NEENAH FOUNDRY R -3280 OR APPROVED EQUIV. COMPACTED SOIL TO PREVENT INFILTRATION INTO BIOFILTER % 0 M %X� .! N o N CO O.WN: FT i CO Z O 3" MULCH LAYER vi Z tD E. C) V a o N P. CURB CUT SECTION ��: `"�::: • I/1T T/� nn III I"' BEVEL CURB CUT AT 45e DOWN FROM ROAD SIDEWALK 6" REF. BEVEL CUT) CLASS Al RIPRAP CLASS Al RIPRAP TYP. CURB CUT PROFILE NOT TO SCALE RETENTION 6" TYP. (OPENING) f CURB PLATE DETAIL NOT TO SCALE LANDSCAPE - TYPICAL PLANTING PLANS SECTION 9 W F-- 0 O GROUNDCOVER 0 M Cj C N o N CO O.WN: FT it; ' CO Z O 3" MULCH LAYER vi Z tD E. C) V a o CURB PLATE DETAIL NOT TO SCALE LANDSCAPE - TYPICAL PLANTING PLANS SECTION 9 W F-- 0 O GROUNDCOVER 0 M Cj C N o N CO —J SHEET NUMBER CO Z O 3" MULCH LAYER vi Z tD E. C) V a o N Oa 402 V) O 10 MIL. WEED MAT 0 E'� O N z Y CU a � base 0 AS PER SPEC. oa'00 co W E 2 WB J n V) y� O "SHOVEL EDGE" TYP. o 4 o 000 N 0 min. ht., space per plans, Full O J W U O Lagerstroemia indica LU LU WHERE BEDS MEET BB., 6' min. ht., space per plans, Fulll PAB * Plantanus x acerifolia ' Bloodgood' London Planetree Bloodgood 9 BB., 12 LAWN 2.5" cal., 6'ct, Full TD * Taxodium distichum Bald Cypress 8 BB., 12 O BACKFILL W /SOIL AS 2.5" cal., 6'ct, Full QA * Quercus albs White Oak 7 BB., 12 PER SPECIFICATIONS 2.5" cal., 6'ct, Full SHRUBS O UNDISTURBED EARTH CA Clethra alnifolia Summersweet Clethra 40 3 gal., 3' min. ht., GROUNDCOVER PLANTING DETAIL SCALE: N.T.S. SHRUB PLANTING DETAIL SCALE: N.T.S. Typical guying using ArborTie Specified ArborTie green (or white) staking and guying material is to be flat woven polypropylene material Y4" wide. 900 lb. break strength. ArborTie shall be fastened to stakes in a manner which permits tree movement and supports the tree. O 3" MULCH LAYER O 10 MIL. WEED MAT AS PER SPECIFICATIONS O BACKFILL W /SOIL AS PER SPECIFICATIONS. MAKE O 3" HIGH EARTH SAUCER O "SHOVEL EDGE" TYP. WHERE BED MEETS LAWN. (REF. DET. 5 THIS SHEET) O ROOT BALL OPLANTING MIX CONTINUOUS IN CLUSTER BED PLANTINGS. REMOVE THE BURLAP, BURLAP TIES AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS AND SYNTHETIC BURLAP -TYPE OF MATERIALS FROM THE ENTIRE ROOTBALL. O SCARIFY ROOTBALL AND BOTTOM / SIDES OF PLANT PIT O9 EXCAVATE PLANTING PIT TWO TO THREE TIMES AS WIDE AS THE ROOTBALL, INSTALL ROOTBALL 1/4 - 1/3 ABOVE EXISTING / PROPOSED GRADE. LOCATE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. 10 UNDISTURBED EARTH trborl<not Instructions he ArborKnot is a uniqe knot for uying which expands to allow for irdle free growth. This end wrapped around \ I tree We, knot is tlyhtened. YYY mple knot (depending on Step 3 Follow motion of ArborTie as shown, finishing the knot by pulling tightly on points A and B at the some time. This end to slake peter of tree) Step 4 her end of the Slide knot just completed up to the knot tied in Step 1. Fasten tree end to stake or anchor. TW and to stoke Step 2 Wrap this end around tree. Begin a new knot below the knot that was tied in step 1. O TYPICAL GUYING DETAIL and to stare �v This end to stole Step 5 The ArborKnot provides —� secure, girdle free attachment the ArborTie to tree. Thia end to stake lie L V QP1 Lio. No, 011440 c?� ,APC ABC %�'�� 0 M Cj C N o N CO —J SHEET NUMBER CO Z KEY 1BOTANICAL vi Z tD E. C) V a o N Oa 402 Q N X M G7 0 E'� O N z Y CU a � base BP * Betula papyrifera 'Uenci' oa'00 co W E 2 WB J n V) O M o 4 o 000 N 0 min. ht., space per plans, Full O J W U O Lagerstroemia indica o = C, IL 2 BB., 6' L V QP1 Lio. No, 011440 c?� ,APC ABC %�'�� GROUND COVER Q LL 113038009_i —J SHEET NUMBER L o KEY 1BOTANICAL NAME O I QTY I REMARKS New Zealand Orange Sedge 402 V) J M G7 >_ m m o U O.C., U to base BP * Betula papyrifera 'Uenci' Renaissance Upright Paper Birch W BB., 12 2 2.5" col., V) O M U 4 GROUND COVER PLANT LEGEND PROJECT NO. 113038009_i —J SHEET NUMBER L o KEY 1BOTANICAL NAME ICOMMON NAME I QTY I REMARKS New Zealand Orange Sedge 402 TREES 18" min. ht., 18" O.C., full to base BP * Betula papyrifera 'Uenci' Renaissance Upright Paper Birch 8 BB., 12 -14' OA. ht., 2.5" col., 6'ct, Full CJ Cryptomeria japonica 'Yoshino' Japanese Cedar 4 BB., 6' min. ht., space per plans, Full LI Lagerstroemia indica Crape Myrtle 2 BB., 6' min. ht., space per plans, Fulll PAB * Plantanus x acerifolia ' Bloodgood' London Planetree Bloodgood 9 BB., 12 -14' OA. ht,, 2.5" cal., 6'ct, Full TD * Taxodium distichum Bald Cypress 8 BB., 12 -14' OA. ht., 2.5" cal., 6'ct, Full QA * Quercus albs White Oak 7 BB., 12 -14' OA. ht., 2.5" cal., 6'ct, Full SHRUBS CA Clethra alnifolia Summersweet Clethra 40 3 gal., 3' min. ht., 3' O.C., full to base IG Ilex glabra Inkberry Holly 47 3 gal., 3' min. ht., 3' O.C., full to base IV Ilex verticillata Winterberry Holly 52 3 gal., 3' min. ht., 3' O.C., full to base GROUND COVER PROJECT NO. 113038009_i —J SHEET NUMBER L o Q N CT Carex testacea New Zealand Orange Sedge 402 1 gal., 18" min. ht., 18" O.C., full to base DC Deschampsia caespitosa 'Northern Lights' Variegated Tufted Hair Grass 236 1 gal., 18" min. ht., 18" O.C., full to base LM Liriope muscari Liriope 77 1 gal., 18" min. ht., 18" O.C., full to base PAH Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass 5 1 gal., 18" min. ht., 18" O.C., full to base * Contractor to prune trees to provide minimum 6' clearance from lowest hanging branch w Q U D Z (I) �Q 0� W W Q H J LL 0 W PROJECT NO. 113038009_i —J SHEET NUMBER L o Q N CN W CN Ca Or _ LL Qj 0 0) FE IT > Cn N co Z U p 0C�o U mot° U a DATE 07/26/13 PROJECT NO. 113038009_i SHEET NUMBER 8A i iJ c �1 4 1: t9 c a x v a 2 .4 Q .Sv v .A Ts sa s= Yi .Q u a N -cj C x r a i1 r� a S= b D D v C A r r ~u E U a V1 E CL �1 V a a n c 0 v r� i} dl 17 a. Q u u 7� 17 c� v � a C ry u CL v to Q in � 4 w 0 g 0 CD o c 0 in ;u v in Ca �1 �, rs � v �1 rU u Q v t•t a xw � � 4 �1 # a 0� x _0 I t{y � w ;1 SIDEWALK PAVING DETAIL % SCALE: N.T,S, E- =--1 BELGARD DUBLIN COBBLE FOSSIL BEIGE PAVERS Retractafile MIXED PALLET 3X6, 6x6 AND 9x6 (TH �! - 7r4ace PAVERS PT CONCRETE SANDS I RIVERBED I COLOR. AT H JO TS. E ED GE C N v t3 I3� Exlstillu CONC. PAVER SD K, PATTER WITHIN PHASE 2A LIMI Z EXTEND CONCRETE AND USE PVC EDGE Pe " "K: C� RESTRAIN SECURAED 3' EXPANDING amt`Ieb! 1�WIITH OREWALLRE IS NO 4- BQRDERINGNPAVEMENT 3 3/4" TO 1" SAND SETTING BED Hc?l ht CO CRETE BASE WITH THICKENED SECTION tteru' ALONG ENTIRE STREET SIDE :,•# �z R 4•" COMPACTED 21 -A GRAVEL BASED ON 0 c 7 9879 COMPACTED SUBGRADE EXPANSION JOINT Q MODIFIED CONCRETE CURB AND GUTTER. ' �• REFER TO SITE PLAN AND DETAILS FOR A� int.tlatxq I~I EXACT CONDITIONS THE CONTRACTOR SHALL DELIVER LINE EXTRA PALLET OF PAVERS (MIXED SIZES) TO THE VDOT YANCEY MILL MAINTENANCE YARD. A O. 01 .V�..P.J� t. ... b It GRAMERCY BiCK RACK (GRR- •2- SF(10)) 2 BIKE CAPACITY.' 34" LENGTH IN- GROUND MOUNTED OR SURFACE MOUNT HAND WELDED STEEL WITH POWDER COAT FINISH COLOR; BLACK 2X I C CAIN\ �•r ` Ft. P V F9 =1_ __...i. FRCOUCT'GRP A $RI! t:l f.::l- II ;)fJ: C'hA?fFHf.,y FXJ- h :K. A BIEEi $I � =ACE 0 IN SROUND MOUNT i TI«IIatF'w: itd4:. 1111iUUY LK 1 ?VL.' Vr U'I00F_ V.II 2_597 P(Tt 44 7M 1, F(0)�£r`1011. F;FQ3)'3491%1 1t4ryY idr; OFAX .0, t »I k.: 3'3 c I Lu.I M t CkIECK.I:'QUYTlI+C QF"ICi, 0%4 =1: EPITI L. CR4ri Ix0 41) [IFCR%iAT] 11: N -iT TO @E 1XPIED 7 hl•J E k: =: mot. t t � a , FE.. ,.tIH' ""Tii= i{c a1�aT J c �F�t,. � i�. _ca s 4 5R7GIFP: A'( ICt` 1?ti. R, E�IlaJEC ;i"CGG-# ?1`1;�;t,IiHCUT`IJ'1'"E 1, IPI�T;'L. 11, Q TFAA ?1'; If& AU. ;'ROPRIET.A ;Y ;,IGHTS RE4ERVE) BICYCLE FLACK SCALEr N.T.S. U V rRC}J rJ '.*Jt4T E)ETA L 2?' 3IR li I IH r4.C_Ul �D "AC fCs ?r"G . f r &+L.C!RTIGfI PIE.' ELL F05 . ';Pp :2 X 3',X 12' FL^ EIISERrs�;St4;,�) °'. ?IItiG ,? �. 1f, �I .!PriCTIREf;�SEE�IFI.`.'STIOIIS LTAtdT. LE -7T �L�?:r,CIE`1G'I iICC%ulltt "hC.T€1P._( PL�;1. "ICfTlt:l1s, NLr .wrs�,LCx:,�Il�;f��rz;:�n.�..Lt o`rrrJr� (W VAC-MR �T"I�i.�'�r NC" P.O. 310 aLt[1i�.r VIII 3)� L� 1E1- (30 1 115 -M - Ft4•`(141W 257 -tea9 CI SITE: HTT L1UI•,11L° 11al3 tiil.E JII1 THIS IMF =S B:REYEII ET MS. PPITEW [d1 ?,€h: 020, lauvA1. Ill.Ill UK RIME 2V W) 3dr s Ir YRITUL KID � IT 9116 PR Le 111sifI` Nk"m LIhBk SITS 1 Y4` SIllT (ENCITi' (41 LEVELTIJE ftET Mill ° W RLE 19" A 3B' DIMERE TH�1,UH1 Sl®. �-IAFz Nidiltfl; IPTJI6: I'm IMTI% StTlk[IY III ST►tt IIlII , tiEfQN C[tli`S EII[114if i T>C PJ1 SCE} LO IS Zf_LR.H11lll1F T� k QIr O f111.YV#iChli STIT:L ABUIFT 01H. ME TS IIISiIN RJRE i RU LIDHI 01.i11111 01 LIT ERb IS 0 [MO Ib FLAEE. HULMLE 11111 SID. FL1'81ES IN WRI9fi M AC LIAS I'mm'OSM)c lllltt N11m IECIu ST#YtV>1[I III FAFE0 WED LIG JETS S A'11l RM1iILA E ffffl I]TMI COLOR; BLACK S42) MCI) ME, S -A FF&NM ON YUH STMI DS S ETI. I&MT, AHI M--T FMM IL!E VIA XF -MM MR KHES: I, €lell,VX KF 11 KAE. I11 Nlf'WIE 10W. 2. a FRIC.ATEI WTAL [T.>gum #W SIE$. HTI)II-C a, ET;381, P-0HRTI>TIIi, Pm7R ON Egimw Rm i;-&_ffi 111H T.6.I ,C, 1`1111 FT11m WmC PuiCS Off RLLY IL *a ma NEWT87,1'REIfl,TE1l MII [EAT@ WILE -[TT TE FILI. MR9 AT ELT 1UTTI6 FM, LTIt`Hl FJI -S 9 TIETI RL1Y IRR T1 ATING IWIFkW5 ff"L .T31S. IFE IMIU S OF T1£ OL.TIN FINN]% Hill AME IFM MILS: W-ZO 010M). �. TI{IS Yli1lk STIMII RI 1M[. PPUIE` m IF 19l1A#OMT AFFIILTI TIT RE gas. fl ar 't1R MAL CUS Rk F.S>! ll- Im. 4, iM IIIL'S '6T 1`111111® ITr VIEW ST110, IINL. 5. IiR HO SkY KM E OWE, IITT GIP U-M IM LEW RM1R (INNING I5 IAiATLAE, Rf VU BI SPEQFCA1IW :W IiET11LS, 6, K VEIFDTM NEE S1S U TO CTE, 3TAff WIFE M FE [ET,41.5• T. T�I€QQS WILT I5 Rl ppffl RLLY AM" ('I,' ]J S1I15 I- G41I)fl LITTER EB`T!#tl.E %A:1TI1 M TM TIM IT>IIEl LID ®P`<Fio W 'fiat WWI It. VlL P_.6}ITS IIESER 1 U. V13Z Wim C.D.B. 3TiI4 -116 it Exlsthg. Retractafile coilcfet_e �! - 7r4ace Fay thvir+np Flll,y Existing Exlstillu 4 P. 74a."." ". rh4in n -k il[d. Mee { - d:xd . Pe " "K: C� I? New co crete amt`Ieb! �YIi�XtFTILi[it 4- damIni 0mi"lya agtlard Main Nu116eN Ctwin AU QCtjtlCl'mW Insert AC1�14'';Ive Hc?l ht QuicSst�l!il�r�Cian�ncdya:StL tteru' .•i''�' '',M '• :,•# �z R — ..J018. 1Fw.dQtaatt+,l 0 c 7 t'� Q ' �• G"Nfl A� int.tlatxq I~I EXISTING ASPHA.TCONCRETE 0 NEW V DEEP CONCRETE Bb"l1DINGSAND ol-K -3 :'_tY•K c" KLAN U.'t {if. •r'i (D EXISTING AGGREGATE SUB -BASE 0 NEW 6" HYDRAULIC CEMENT CONCRETEBASECOU16Ei Vail ;.0!101 ✓'i 7J (-w/ EXISTING SUBGRAM' 0 NEW 6" VDOT #21A AGGREGATESUB -BAST✓ �4 BELGARD DU 3LIN COBBLE FOSSIL BEIGE PAVERS 8 B$L ART) t /JBLIN OBBI, FOSS .BET. AVERS » 3 g" (801nm) THICK; MIXED PAILEi (3X6, 6x6 - 8" x 8 "_3 " maim) THICK; MATCH PAI'(ER WIIIiIN q [ AND 9x6), INSTALLED FLIJSII WITH THEEEXiEBC)RI>ER, PHASE I LIMITS; PLACE ALONG EDGE: INS`TALLEDFLUSH Cc WITH THE SAW CUT ASPHALT, HAND TIGIfT.,ANI>SAND HAND TIGHT, AND SAND S WEPT: MATCHPATI'ERN Q WITHIN PETASE 1 LIMITS. SWE,P"T 'F5• 1. COLOR OF THE PAVING UNITS SHALL MATCH THE COLOR OF PAVERS IN THE PREVIOUSLY CONS -IRU(; EDPIIASF;1. LIMITS AT CROZET AVIENUE AND THREE NOTCH'D ROAD. A SAMPLE OF THE PAVING UMTSTOBEUSEiDSHALLBE SUBMITTED ANU THE FINAL COLOR SELECTION SHALL BE APPROVEDBYI'HEENGINbER_ 2. PAVING WORK WILL BE PLUMB AND TRUE TO LINE AND GRADE AND SHALL BEINSTALLEDTOPROPERI.Y COINCIDE WITH ADJACENT WORK AND ELEVATIONS. THE CUTTING OF THE PAVERS SHALL BECLEAN WITHNO APPARENT SPALLS OR BREAKS. 7. 3. PAVING UNITS SHALL BE PLACED AND VIBRATED ACCORDING TO MANUFAG"11)RER'S RECOMMFND.ATI()F1.S WITH A MINIMUM OF THREE PASSES OVERTI-IEPAVEKS. 4, PAVING UNITS SHALL BE PLACED IN AN INTERLOCKING PATTERN WITHIN`II- IECROSSWALKTHATIS ACCEPTABLE TO THEA/E. 5. JOINTS (EXCEPT FOR EXPANSION JOINTS) BETWEEN PAVING UNITS SHALL BEI-AND`1iGH1'.SANDSWEPT, AND A MAXIMUM OF % " WIDE. 6, JOINTS AROUND ALL APPURTENANCES (SUCH AS MANHOLES, WATER VAI.VES,[- I•C.)'T -IA'rE IENI)INTO OR THROUGH TIIE CROSSWALK SHALL REFILLED WITH z " JOINT FILLER AND SEALED WITH SILICON IE;J(NNI• SEALANT ACCORDING TO VDOT STANDARDPR2. 7, EXISTING PAVEMENT TO BE REMOVED WILL BE "DOUBLE SAW CUT ". THE FIRSTSAW C UFBEINGARO(JOH 4 V21 OD CUT FOR REMOVAL OF THE ASPHALT AND TILE SECOND SAW CUT TO DEFINFITIE FINAL CROSSWALK EDGE. �42,i" 8. THE CROSSWALK SUBGRADE AND AGGREGATE BASE .SHALL BE COMPAC"ITDINACCORDANCE WI.TTI - .,, vooT SPECIFICATIONS, TESTS SHALL BE CONDUCTED, PER VDOT STANDARDS,TO VERIFY DIE ADEQUACY OF, IE P , 9. THE CONTRACTOR SHALL DELIVER ONE EXTRA PALLET OF ALL ST'LEPAVERS'TO"TktB v1]OT YANCEY MULLS MAINTENANCE YARD. SL1lAPtpA Crozet Streetscape Project Phase 2 Date: 14 June 2007 -w 33 3M` PEDESTRIAN CROSSWALK stCt1 CONCRETE PAVERS ALTERNATIVE Ji= AiIMtR Scale: NTS 01 .V�..P.J� t. ... b It GRAMERCY BiCK RACK (GRR- •2- SF(10)) 2 BIKE CAPACITY.' 34" LENGTH IN- GROUND MOUNTED OR SURFACE MOUNT HAND WELDED STEEL WITH POWDER COAT FINISH COLOR; BLACK 2X I C CAIN\ �•r ` Ft. P V F9 =1_ __...i. FRCOUCT'GRP A $RI! t:l f.::l- II ;)fJ: C'hA?fFHf.,y FXJ- h :K. A BIEEi $I � =ACE 0 IN SROUND MOUNT i TI«IIatF'w: itd4:. 1111iUUY LK 1 ?VL.' Vr U'I00F_ V.II 2_597 P(Tt 44 7M 1, F(0)�£r`1011. F;FQ3)'3491%1 1t4ryY idr; OFAX .0, t »I k.: 3'3 c I Lu.I M t CkIECK.I:'QUYTlI+C QF"ICi, 0%4 =1: EPITI L. CR4ri Ix0 41) [IFCR%iAT] 11: N -iT TO @E 1XPIED 7 hl•J E k: =: mot. t t � a , FE.. ,.tIH' ""Tii= i{c a1�aT J c �F�t,. � i�. _ca s 4 5R7GIFP: A'( ICt` 1?ti. 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MIYI�15 KNJEE UATI?9, PULU-4 ME FILLY LIA'f SID ski MI11, Plat -B IS CAT.R )NILE TUT *C FILL CWff 1W 3ILII ITIAT% FILM CIAI M MIS ARE T131 FL.L.T OE91 TE C311T116 LfbllFACil1Tt' S 39C:A-IMS, THE 1112a OF THE U111% R'021 MIT AVERUS P-D I(II.`i I1Ti-Z[l 1419iI X 4, IT I� MIT REEIHBUE3 -M MATE AiCRR HLiS WM SM U 31 AJI€, MIS VIED S-AtH it. RiI 11I;T f MOW1 NEW] M THE IT;Illli. IMLT t1ilti' LIXAL CUS FIE RFTILWEI S 5, P,Y}IR 50 IMIE1 v Q(NiS, 6, HE H93 SAI..I IV ir= U-NIES, HTI CIP Gt.,YN(MG Ux PHIUE LUTING Ti WIL.1LI , STE 1iltFiTEII TEFY -AT.I 6 fiR LIE1+JLS, T 41, IGIFJL"J4TIUE & MET III GAGE EhI1 T A W ALTJER FR UTTAq.S. B my ( ROW IS WP51 P I-101.'I LINlLtMRE. 1 �L9 IG S Ri f -WORD IB,I11CH avu Intl alp Tlt<lv UM; S"t>IL1 11-Eff L.E'Et1H (PEW c9ft3 AOM SINLFA, x TELL MIS KZNII tbl� for ladlac# fCl' T�.r rr% A A K1 � Q b Q �# r. Vi 0 Est ( ! Q V ttyy W hh V V �A V) EX X sz Q Ls. r U! vo LU a � Q G* o 0 IITH (3:VM A. MOPETERB U06 No.0414ft � A L�C3 © m as � V) M <t v V! W 0 W �V VJ (Q h.i.t. Z � m r3 m Q j w r CV Q W ca c� K1 � Q b Q �# r. Vi 0 Est ( ! Q V ttyy W hh V V �A V) EX X sz Q Ls. r U! vo LU a � Q G* o 0 IITH (3:VM A. MOPETERB U06 No.0414ft � A L�C3 © m as � V) M <t v V! W 0 W �V VJ (Q h.i.t. Z E(1 m Q W ca C O LL. LL Cc UJ Q K1 � Q b Q �# r. Vi 0 Est ( ! Q V ttyy W hh V V �A V) EX X sz Q Ls. r U! vo LU a � Q G* o 0 IITH (3:VM A. MOPETERB U06 No.0414ft � A L�C3 © m as � V) M <t v V! W 0 W �V VJ (Q h.i.t. Z DATE ° 07/26/13; PROJECT NO. 11,3038009 [URBAN RESOURCE GROUP SHEET NUMBER 1 CIYIStAN 01` t11iEtT -NdAt< 1Md A55pCUlE� i�t v Wit 0411165 lilt 1#44 still at 111##4 }1 tim o rt•totaa ra�••r+a -»«t rux a�:f -tofu :� w W ca C LL. LL Cc DATE ° 07/26/13; PROJECT NO. 11,3038009 [URBAN RESOURCE GROUP SHEET NUMBER 1 CIYIStAN 01` t11iEtT -NdAt< 1Md A55pCUlE� i�t v Wit 0411165 lilt 1#44 still at 111##4 }1 tim o rt•totaa ra�••r+a -»«t rux a�:f -tofu :� w (ri �7 �i V CI. V) TA s �a Qi f, i a1 TA r; ca o cr} o y 'w' C" V c Ri Uj a F-- c; Q m p -v c a c: c A" t {{"J 4• v ,} o C) r. v z 0 00 uj z > � r a> _: d trs © z3 o X O '000 4� Q < Q U U E -c3 M G z r- Q c o §z 0 Qa � LTH Q 0 B IAN A. McPETERS s L.IC. No. 041405 IVAL s -. 0 0 €D � F- o 00 LEGEND Cn } r 0 CA p LU N W WATER Q MANHOLE U0? Q Q C�� G GAS @O DROP INLET /CATCH BASIN T TELEPHONE [� POLE /MARKER z TV CATV cx � VALVE } E--- -- ELECTRIC FIRE HYDRANT F— SAN SANITARY /SFM HANDHOLE /BOX ' UNK UNKNOWN e �( PED %TRANSFORMER ST STORM Q METER r P PETROLEUM A FURNISHED SURVEY CONTROL U. U. Lij � T7 QL —C} OR (QL- D) LIGHT POLE "°" W W U) J 4 0 U M f � ! T) V W L0 '-T � N- � N � ce U_ ILL ry 0 _ Ci A 1 � 0 w co f NOTES: Z v o It OL (1) ALL TEST HOLES ARE REFERENCED FROM THE CONSTRUCTION a �' Co BASELINE UNLESS OTHERWISE NOTED. (2) ELEVATIONS SHOWN HEREON ARE TO THE TOP OF THE FACILITY UNLESS OTHERWISE NOTED. qj (3) YES OR NO; NO INDICATES NO DIRECT CONFLICT, L HOWEVER, CLEARANCE MAY BE LESS THAN ACCEPTABLE TO UTILITY OWNER. ..._ fi (4) REMARKS TO INCLUDE CLEARANCE DIMENSION DATE (REGARDLESS OF DISTANCE). o� /2s�1 Revised 1--95 PROJECT Nu. SPECIAL DESIGN SECTION 113038009 t; DRAWING NO. A--41 SHEET NUMBER z !j 10 L.: T PLAN TEST DISTANCE (1 } (2) (3} (4} UTILITY SHEET HALE (FEET} STATION &ROADWAY OWNER TYPE OF FACILITY ELEV. CONFLICT REMARKS ADJUSTMENT (FEET} YES /NO REQUIRED 13 1 11.49 R 101 +04 CROZET AVE. ACSA 6" WATER LINE 674.39 NO CLEARANCE -- 1.66' NO W.L. TO BE RE- 13 2 5.38 L 200 +20 TABOR ST. ACSA 6 WATER LINE 679.84 NO CLEARANCE -= N/A MOVED ABANDONE 13 3 25.74 R 2Q0 +42 TABOR ST. RWSA 12" D.I. WATER LINE 678.14 NO CLEARANCE = 1.50' NO 13 4 20.23 R 2Q0 +48 TABOR ST. EMBARQ VERIZON LINE 678.66 NO CLEARANCE = 1.91' NO 13 5 7.20 L 200 +60 TABOR ST. ACSA 6" C. 1. WATER LINE 681.68 NO CLEARANCE -- N/A W. L. TO BE RE- 13 MOVED ABANDONED 13 6 7.Q8 L 201 +49 TABOR ST. ACSA 6" C.I. WATER LINE 687.72 NO CLEARANCE -- N/A W. L. PLAN SHEETS The Subsurface DISTANCE (FEET} Utility Engineering � Company Rim 8397 EUCUA AVENUE (4) REMARKS MANASSAS PARK, VA 20111 (743) 361 -8405 Performing out -of- -sight work ...with vision! EZME3032. ©WG RESEGNATEQ BY: L.C. HORIZONTAL: N/A DRAFTED BY: G.P. SHEEP: COVER CHECKED BY: C.A.S. PATE: Q$- �31 -07 — TO MOVED BE RE-- ABANDONED 14 7 9.68 R 105 +05 CROZET AVE. ACSA $" WATER LINE 679.79 NO CLEARANCE = 4.17' NO 14 8 41.76 L 104 +94 CROZET AVE. RWSA 12" D.I. WATER LINE 678.82 NO CLEARANCE = 3.50' NO 13 9 17.23' R 200 +19.30 TABOR ST. RWSA 12" D.I. WATER LINE 676.95 NO COVER == 5.12' N0. CIP TO EXIST. 6' BE REMOVED PLAN SHEETS The Subsurface DISTANCE (FEET} Utility Engineering � Company Rim 8397 EUCUA AVENUE (4) REMARKS MANASSAS PARK, VA 20111 (743) 361 -8405 Performing out -of- -sight work ...with vision! EZME3032. ©WG RESEGNATEQ BY: L.C. HORIZONTAL: N/A DRAFTED BY: G.P. SHEEP: COVER CHECKED BY: C.A.S. PATE: Q$- �31 -07 PLAN SHEETS TEST HOLES DISTANCE (FEET} (1) STATION Bc ROADWAY OWNER TYPE OF FACILITY (2} ELEV. (FEET} (3} CONFLICT YES /NO (4) REMARKS UTILITY (5) ADJUSTMENT REQUIRED v r.: p� S) 0 Q -a C. V E: G V Q r G .G 6 ,w } i z t� rj a Q 0 a C) C et D 0 v u.� 0 Q a ;4 b. a; 0.. 9z r} 0 z 7 ik •r v" cz 0 0 U c_ Q Q c) �t N t. e) v S' ci Q 7;� f C N� r) � '- cT v d3 I 0 c < Q, r rll � 'n C� VF (] L o, T) N 'J U w c Q. if C_ Q ni Q 0 a} • F._ a ') i JB-RI & R2 ATTACH TO FRAME (00 NOT ATTACH TO THE FRAME 86LT HOLE) : E :.: CONCRETE COLLAR w _:..' "S:• :` :� -J CLASS A3 ` GROUNDING ' 14 BARS 0 CONDUCTOR 12" C•C. J•"OOK WOE SUS'- PORT 6" BELOW TOP ON ALL WALLS STANDARD DIMENSIONS E F is-RI 20 " 20" JB -82 27" ST" wiTN A NEOPRENE WASHER OR AN EXPANSION FITTING- CONDUIT ENTRANCES SHALL BE LOCATED AS SHOWN ON THE PLANS, CONDUITS SHALL EXTEMSD 2" UK TO 3" VAX. INTO THE INSIDE WALL OF THE JUNCTION aft 'j BELL ENDS SHALL BE INSTALLED ON THE EMA OF PVC CONDUITS, 6ROtMWId BU",,t.NOS SHALL .BE INSTALLED ON THE ENDS Or METAL CONDUITS, w CONDUITS AND WSSta1OS SHALL 09 PLUGGED TO PREVENT MOISTURE & ROMr ENTRY. II DEPTH OF CONDUIT ENTRANCES FOR UAGWIIC DETECTORS SHALL BE 01 ACCORDANCE WITH THE PLANS, ALI�QNFllF,iCt STEEL SHALL SH&L VBEE Cf� t r " CONCRETE "M C(kiOANYSIT,BfNFORG/1G STEEL THE JUNNCTION BOX MAY BE PRECAST OR CAST N RACE CONCRETE. in x 'R Q A AIMI14diR 2' pWfETER COHDWT ENTRANCE IS REOIXREq Urd.E$S gTNERtI?$E SPEClGED ION PLANS, 4 "1 E A CONCRETE COLLAR IS IiEQMD ONLY WHEN JUNCTION BOX I$ 06TXLED N EARTH AREAS. H.GH STRENGTH GROUT CONFORW4 10 THE ROM & BRIDGE SPECIFICATIONS $HALL BE USED TO SECURE TK FRAME TO DIE 4W.T104 60X. ALL JUNCTION BOXES SHALL, BE 11517ALLED WITH A QWUtD.M ELECTRODE PLAN VIEW VOOS RESULTING FROM ENTRM4CE OF CONDUITS INTO .UNCTION BOX SHALL BE COWKZTELY FILLED WIT" 4ff3M1E CO R REMOVED) HYDRMXIC CEMENT WOO CONFOfIMNO TO THE ROAD & M! SPECf4ATK SPECIFICATION \v. 1)0'T" REFERENCE JUNCTION BOX ROAD AND (3R10fiE STANDARDS 740 FOR TRAFFIC USE REVISION DATE SHEET I OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION 46415.2409 1317.10 `V J !: r. r I ) tlAi SEttV..IC .L -f ire r1 t.;;' •r.. c:•. INGI F iFR.Vi (_E LEAN. TYPICAL SERVICE LATERAL INSTALLATION NT _S FIG. vv-6 TO -9 J8 -RI! R2 TOP VIEW t' /:° ?�, V il')t HEAD S. ABOLTS WIWA$WRSt4)PLACES QQQQQ QQ� �� X QQ VIP f /q' NEOPRENE y z o �� RAFT GLUED TO BOLT DETAIL C%QQ V DETAIL A RING OR HN40LE RECESSED LIFT �__..._•_- �� 1 ` �� 1'" A DETAIL B" $.5- P� x - Fmi p ,L��L tEOPRENE GASKET [- LRLfAT&NTLY ATTACHED TO FRAME. SIDE VIEW a1r�N�GNs STANDARD oo B G CONDUIT ENTRANCE E .- --;J -- ; .'- ,' G H ► "• • GROUND" ELECTRODE �rA -. ( 168, 8713, OR 1 6 AGGREGATE N t2" 50, x 24" DEPTH t� }# t6" 1>) 19` 20" 2O" 21" 2t' 24" J•HIOOK WK SUPPORTS SHALL BE SECtRELY ATTACHED TO THE JuNcTWN OQX WITH A BOLT HQ HANr wiTN A NEOPRENE WASHER OR AN EXPANSION FITTING- CONDUIT ENTRANCES SHALL BE LOCATED AS SHOWN ON THE PLANS, CONDUITS SHALL EXTEMSD 2" UK TO 3" VAX. INTO THE INSIDE WALL OF THE JUNCTION aft 'j BELL ENDS SHALL BE INSTALLED ON THE EMA OF PVC CONDUITS, 6ROtMWId BU",,t.NOS SHALL .BE INSTALLED ON THE ENDS Or METAL CONDUITS, w CONDUITS AND WSSta1OS SHALL 09 PLUGGED TO PREVENT MOISTURE & ROMr ENTRY. II DEPTH OF CONDUIT ENTRANCES FOR UAGWIIC DETECTORS SHALL BE 01 ACCORDANCE WITH THE PLANS, ALI�QNFllF,iCt STEEL SHALL SH&L VBEE Cf� t r " CONCRETE "M C(kiOANYSIT,BfNFORG/1G STEEL THE JUNNCTION BOX MAY BE PRECAST OR CAST N RACE CONCRETE. in x 'R Q A AIMI14diR 2' pWfETER COHDWT ENTRANCE IS REOIXREq Urd.E$S gTNERtI?$E SPEClGED ION PLANS, 4 "1 E A CONCRETE COLLAR IS IiEQMD ONLY WHEN JUNCTION BOX I$ 06TXLED N EARTH AREAS. H.GH STRENGTH GROUT CONFORW4 10 THE ROM & BRIDGE SPECIFICATIONS $HALL BE USED TO SECURE TK FRAME TO DIE 4W.T104 60X. ALL JUNCTION BOXES SHALL, BE 11517ALLED WITH A QWUtD.M ELECTRODE PLAN VIEW VOOS RESULTING FROM ENTRM4CE OF CONDUITS INTO .UNCTION BOX SHALL BE COWKZTELY FILLED WIT" 4ff3M1E CO R REMOVED) HYDRMXIC CEMENT WOO CONFOfIMNO TO THE ROAD & M! SPECf4ATK SPECIFICATION \v. 1)0'T" REFERENCE JUNCTION BOX ROAD AND (3R10fiE STANDARDS 740 FOR TRAFFIC USE REVISION DATE SHEET I OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION 46415.2409 1317.10 `V J !: r. r I ) tlAi SEttV..IC .L -f ire r1 t.;;' •r.. c:•. INGI F iFR.Vi (_E LEAN. TYPICAL SERVICE LATERAL INSTALLATION NT _S FIG. vv-6 TO -9 J8 -RI! R2 TOP VIEW t' /:° ?�, V il')t HEAD S. ABOLTS WIWA$WRSt4)PLACES QQQQQ QQ� �� X QQ VIP f /q' NEOPRENE y z o �� RAFT GLUED TO BOLT DETAIL C%QQ V DETAIL A RING OR HN40LE RECESSED LIFT �__..._•_- �� 1 ` �� 1'" A DETAIL B" $.5- P� x - Fmi p ,L��L tEOPRENE GASKET [- LRLfAT&NTLY ATTACHED TO FRAME. SIDE VIEW NOTES: THE COVER SHALL HAVE A NON -$KID SURFACE WITH LETTERS CAST IN THE DEPRESSION ON TOP, THE LETTERS "VDDT �k£C`. "VDDT TRAFF ", "VWr COMM, OR " UTLITY" AS APPLICABLE ARE TO BE ONE (,1) W A WIDE AND RYSVDOT HIGH, COVERS REQUIRE FOR >�TTION BOXES R45TALLED WITHIN MLtl` WALITIES' AND NOT MAINTAINED FOUR RECESSED JN" HEX BOLTS ARE REODURED FOR. EACH COVER. CASTINGS SHALL MEET ALL REOUIREIANTS Of AASHTO M.306 AND AASHTO M105, 1VDO- JUNCTION BOX SPREF ENCEE ON ROAD AND BRIDGE STANDARDS SHEET 2_ OF 2_ REVISION DATE FOR TRAFFIC USE 700 t3t7,it 06- 15-2009 VIRGINIA DEPARTMENT OF TRANSPORTATION I.. PLACE V CALV ' .W11NESS PQ$T PAINTED it�. � - FOR: BENDS 6' & WAALLkK BLUE: TO. INDICATE- VALVE LOCATION AS I3Etd..: 00ECTED-MARKER LOCATIOp MAY 8E 5V8JEQT v F. ' , ANCHOR BOLT. ON' CENTEti i ONE To N H. PARTMEPJT APPEitIVAL: , QF.8ENt). tTZQx _ Y mp -: FOR; SENDS .TO. THROUGH 12 U USE '2 STRAPS ON:.8ENDS A .. t v .. I PLUG. ADJACENT To Bt L1 . FINISHED GRADE - f� ) a.. : :� :' } f ; : - FQR 19" BEND USE 3 STRAI?5 4 BAR5 12 ON Smi 'rows .1 ~mow.= _. �'�� ..' t . ;� �,�_ -__ -� � • C' I ' . A�. SHC1S�, 2. O - f. .. 1. I M r AO,It7STABLE VALVE BOX N/ . UO ( 0 4 05 A cI� F G. N .. t .T1PdGS 81NGHAIA :dc. T..Yk ,. FOR ALL. BENDS rbR TEE: WYE T (SGITEW. TYPE) OR APPROVED EQUAL _ . WDEN TRENCHi TO I _ _ ADGOMMOD61F ANCHOR: IF ELEVATION `, R QUIREO: mtn M PAINT ALL EXPOSED STEEL W11H 2 COATS OF aITUMINOQ$ PAINT: ° tkOD)NG AS REQUIRE(? M.,I.. GATE VALVE N I- SEO rION 1 -.1 SECTION 2 It CONCRETE COLLAR CLASS A3 JJ COVER DETAIL TOP VIEW GROUND LINE -go f 4-HOOK WIRE SUPPC [ 6" BELOW TOP F A SECTION A -A JB -SI, 52, S3 STANDARD. a1r�N�GNs STANDARD A B G 1 O E F G H 1 I J I K M N JB RI 16" t6" 1>) 19` 20" 2O" 21" 2t' 24" 24" 4" 516" 11. i R2 24" 24" 2&" 26" 27" 27" ?6" 28" 33" 1 33" 1 4" 516' C` NOTES: THE COVER SHALL HAVE A NON -$KID SURFACE WITH LETTERS CAST IN THE DEPRESSION ON TOP, THE LETTERS "VDDT �k£C`. "VDDT TRAFF ", "VWr COMM, OR " UTLITY" AS APPLICABLE ARE TO BE ONE (,1) W A WIDE AND RYSVDOT HIGH, COVERS REQUIRE FOR >�TTION BOXES R45TALLED WITHIN MLtl` WALITIES' AND NOT MAINTAINED FOUR RECESSED JN" HEX BOLTS ARE REODURED FOR. EACH COVER. CASTINGS SHALL MEET ALL REOUIREIANTS Of AASHTO M.306 AND AASHTO M105, 1VDO- JUNCTION BOX SPREF ENCEE ON ROAD AND BRIDGE STANDARDS SHEET 2_ OF 2_ REVISION DATE FOR TRAFFIC USE 700 t3t7,it 06- 15-2009 VIRGINIA DEPARTMENT OF TRANSPORTATION I.. PLACE V CALV ' .W11NESS PQ$T PAINTED it�. � - FOR: BENDS 6' & WAALLkK BLUE: TO. INDICATE- VALVE LOCATION AS I3Etd..: 00ECTED-MARKER LOCATIOp MAY 8E 5V8JEQT v F. ' , ANCHOR BOLT. ON' CENTEti i ONE To N H. PARTMEPJT APPEitIVAL: , QF.8ENt). tTZQx _ Y mp -: FOR; SENDS .TO. THROUGH 12 U USE '2 STRAPS ON:.8ENDS A .. t v .. I PLUG. ADJACENT To Bt L1 . FINISHED GRADE - f� ) a.. : :� :' } f ; : - FQR 19" BEND USE 3 STRAI?5 4 BAR5 12 ON Smi 'rows .1 ~mow.= _. �'�� ..' t . ;� �,�_ -__ -� � • C' I ' . A�. SHC1S�, 2. O - f. .. 1. I M r AO,It7STABLE VALVE BOX N/ . UO ( 0 4 05 A cI� F G. N .. t .T1PdGS 81NGHAIA :dc. T..Yk ,. FOR ALL. BENDS rbR TEE: WYE T (SGITEW. TYPE) OR APPROVED EQUAL _ . WDEN TRENCHi TO I _ _ ADGOMMOD61F ANCHOR: IF ELEVATION `, R QUIREO: mtn M PAINT ALL EXPOSED STEEL W11H 2 COATS OF aITUMINOQ$ PAINT: ° tkOD)NG AS REQUIRE(? M.,I.. GATE VALVE N I- SEO rION 1 -.1 SECTION 2 It CONCRETE COLLAR CLASS A3 JJ COVER DETAIL TOP VIEW GROUND LINE -go f 4-HOOK WIRE SUPPC [ 6" BELOW TOP F A SECTION A -A JB -SI, 52, S3 STANDARD. DIME A JB•SI TWO RECESSED 'W" S•S.HEX HEAD BOLTS ARE REQUIRED FOR EACH COVER• CONFORM TO SECTION 238 OF THE ROAD & BRIDGE SPECIFICATIONS. J" BELL ENDS SMALL BE INSTALLEO.ON THE ENDS OF PVC CONDUITS. SPECIFIED ON THE PLANS. 7NGUtT ENTRANCE A NOTES: SECTION VIEW DEGREE.I BET p- piMEtIS167NNS V. U.~ JUNCTION BOXES MAY BE STRAIGHT OR FLARED WALL IN DESIGN. MATERIALS SHALL TWO RECESSED 'W" S•S.HEX HEAD BOLTS ARE REQUIRED FOR EACH COVER• CONFORM TO SECTION 238 OF THE ROAD & BRIDGE SPECIFICATIONS. ♦ A MINIMUM 2" DIAMETER CONDUIT ENTRANCE IS REQUIRED, UNLESS OTHERVIISE BELL ENDS SMALL BE INSTALLEO.ON THE ENDS OF PVC CONDUITS. SPECIFIED ON THE PLANS. GROtXVgtNC BUSHINGS SHALL BE INSTALLED ON THE ENDS OF METAL CONDUITS. J -HOOK WIRE SUPPORTS SHALL BE SECURELY ATTACHED TO THE JUNCTION BOX BELL ENDS AND BUSHINGS SHALL BE PLUGGED TO PREVENT MOISTURE AND RODENT ENTRY. WITH A BOLT AND NUT WITH A NEOPRENE WASHER OR AN EXPANSION FITTtNG- •DEPTH OF CONDUIT ENTRANCE FOR USE OF MAGNETIC DETECTORS SHALL BE IN CONDUITS SHALL EXTEND 2" TO 3" MAX. INTO THE INSIDE WALL OF THE ACCORDANCE WITH STANDARD TD-2. JUNCTION BOX. CONCEIT ENTRANCES SHALL BE LOCATED AS SHOWN ON THE PLANS, THE JUNCTION BOX MAY BE A TWO PIECE DESIGN WITH THE TOP SECTION NO THE COVER SHALL HAVE A NON -SKID SURFACE WITH LETTERS CAST IN THE DEPRESSION LESS THAN IT' IN DEPTH, ON TOP, THIS LETTERS "VDOT ELEC" "VDOT TRAP" "VDOT COMA OR UTILITY AS VOIDS RESULTING FROM ENTRANCE OF CONDUITS INTO JUNCTION BOXES SHALL BE COMPLETELY FILLED WITH AN APPROVED MATERIAL. APPLICABLE ARE TO BE r' WIDE. COVERS USED FOR JUNCTION BOXES INSTALLED WITHIN 11 1/4 MUtRC1PALITIES AND NOT MAINTA(tdED BY VDOT SHALL NOT REOURE THE VDOT REFERENCE. j 4 & 64 ALL JUNCTION BOXES SHALL BE INSTALLED WITH A GROUNDING ELECTRODE .2 25 SPECIFICATION REFERENCE (� ©(� JUNCTION BOX �Vt tit' 2 26 2,�0. 0.13 ROAD AND BRIDGE STANDARDS 7� FOR NON - DELIBERATE TRAFFIC USE v6:1s,09 Si±eET t OF t 236 ViROMA DEPARTMENT OF TRANSPORTATION DO 1317.20 ".� i CLASS. U PIPE DEGREE.I BET p- piMEtIS167NNS V. U.~ Tl~E ANID PLUGS. VOL: :SIZE : [3f.. I FEET}" .. Cti. N FEE C%YO, I H T k` 2 Y 0' 1 1 � E� �a 3.01 0:24. N Q 00 11 1/4 j 4 & 64 46 400 .2 25 : 2. &O O:t5 2 tKl ` 2 26 2,�0. 0.13 4'- 3'13 22.1/2.' 1 SO 2.0,0:, 2.52 0.10 DO LO I 11 i/4 . 150 .2.0Q, 2.50 0;10 _ P- L- _.M.., 66..:3 a• a -a t' -s r a r. -a• V_ $ SS 12 BB' 22 i /2. I 1 fP : 2 65 2 t6 2.7y 2,6Q 4.26 D.t3 J 1s '.8t 266 0.32 T pi�H 0 it 11/9 . t i,6.6 .' fi, 2.67 4.T3 � r I = o ;10 8c 12' ao 4 a3 a9 t 3 33 03 3 8. 3 2,95 0 4� 383: ADD I.283. [ 0.52` T(+ S� 22 t/2 12 33 2 58 2.Sb 0:2A 214 :45 © Q Y. JV P 2;$4 0.18 ' td• 4'°.6 .'erg. 3' ^0 1, TH.RU$I BLO+ KS ARE: REQUIRED WHikP?E!/fR THE PI PELINE : /RANGES OIRECTION. CHANGES D£TND. 'PIPE SIZE CD a, el a, V) 1 4� V A F _. °4: : 4 "•... fi I 2' »y 2' 6' k` 2 Y 0' 1 1 � E� �a CU w Z N Q 00 11 1/4 x U1 =( Q O Lx4.. �.! O 0 3c.. ^., 12' b' d 4'- 3'13 -O•'0" 2' -3 A 6' Z' DO LO Q P- ~ SD a• a -a t' -s r a r. -a• V_ z' 4) 0 Q � C? a' U >Z W-0, 2' T pi�H 0 U) � r Lu � U U = o BRIAN A. McPETERS Q Ix W r -, W LiC. N9.041405 Ila vJ �_V s. T(+ S� Vt 03 -q'3-y -r 214 :45 © Q Y. JV P S 2'i a ' td• 4'°.6 .'erg. 3' ^0 s' Y d -. ?. t A GO OQ P Lu W Z tts" 8`�a IV -u 3 4" 6'- 9 7 Y 2.i 2 S" THREAD N IdI ALI i... 14M &ER Ee(TRA TRONG: STEM L AiPE WIDTH . -'.'. �i , r=1 S. ST t .LATE w- CHART FOR UPPER, aSECTION VERTICAL BLOCKING N¢� STANDARD HOOK ON EF10 CF. ANC BC.LTS TO FACE. CENTER; Of BLOCKS T'VALVES NG?TE::' IN REMOTE AREAS, VALVE BOXES :.SHALL EXTENR.:$IX (G) INCHES ABOVE GRADE. 2.�rSE P.Si�GONGct£7E _ 3, PI0 GfktCRTEIAk4. P4!JRFO ON MY PART .OF:Tt1E !DINT.. .'' CONCRETI BI QCIINU FOR 4, THi . SaA3#5UL11NG' GNGaNEf R 'SHALL.'8E FtESPQNSlBtF TQ TrIE 1t>»RIFY.;fiHE TYPE. 4c 51ZE' OF TYPICAL GA I E .VALVE 1311 MS. ' '.. R `JI R. -__. ALL THRUST 4JPE�E CICAI Ba EIVC ' NTSaRTI� 'TT. BLOCs.. . N. Ts. FOG. H -S FIG. W -3A FIG W_3. JI UNDISTURBED EARTH 2 -' 3/4" DA ALL- THREAD ROD$,,, - ,yam. -._ NASTM A36 AND HEX NUT AMU A588 (TIP) UNDISTURBED 801E (iYP) . -WATER MAIN NEI 29 _�. VALVE s ( 24" MIN UNpISTURBEO FAIiMN f?l @kI . '_� S A -3 CONCRETE 4 F-. :�1 .-- --CIAS £ MIN UNDISTURBED E SEGIlS2ti NOTE: 1, ALL RODS AND FASTENERS SHALT. 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. 04MFNSIONS 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 F17, W-3C Addod Fab. 16 OS GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL e : ?f MIN INITIAL BACKFIL 6' LIFOUNG 068 STONE " STA BLE SJIi_ RUCK $CRAPE THE BUT'IUM OF THE TRt NCH. REMOVE ALL - T _TUNES TO INSL)RG THE PIPE DOESN'T R!^S, UCJ ROCK AND TIEI N COMPACT THE SOIL, OR PRC)VIDE A 4" BEDDING OF 1168 ;TONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION Tss,' `� INITIAL 8ACKFIL' UNSTABLE I a' SOF 46B ST {)NE :J .z °�__.. -.gam 3 F -' :GRANULAR FILL AS 1 "s F ?et O BY AC .m - � _OI .0 "i>x 1ABLE $OIL QR Rl' NOTE : I. NO ROCKS SOMALI, BE ALLOWED WITHIN 24" OF T- WATER I_INE.`,i, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE 'I HE INITIAL BACKPILL. 3.THE INITIAL BACKFILL SHALL BF PLACED AND COMPACTED IN G" LIFTS, 4. NO ORGANIC OR FROZE€`! MATERIAL OR DEGRIS SHALL BE ALLOWE=D IN THE TRENCH. 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS F I .". IN - 2 TD -2 CW 1: <ieRVIC:E LAI'ERAL (,ONNF.< :11Q1, NO1[5; t t11 F.RE. A SF VA 'y,HIVICA- [Aft tint <f)NIIF r "IS 10 A MANHU11- ANU NO INVTM LU ALION JOR Ili( `, l"ItCl. IAIRRAt, 1'• VUWAltfJ , 01t 101 (( ..HQvni) i•LbV, }HON of 11,1f; 5owtC'I: IAIIRA. PIPI. all\LL E E At LEAS) tl 2' HIGHER IRAN (III. 1-I1 (CRO 2IA L ^LP -n l'1< :IN. 01 Ilif INh IOWESI PIPE CUNNHC"frl, lI} 111E MANHOLE 7. SVIM-ti IAIHt(AI,S IA1111H ). )NtO AN k -nt',f IP!?i '�PWHI: ,M•AIII S:1A 131. CONNLI (1E) E;SIN:; A PIPL SADLAL. NINIMUNI cJViDr TOP 5T'ATf; I, I'( :VtCT I; VNHNF CTIC -IN Sl b"+ €N L'I 4. ALI. SFWTR tARF.RA1.5 St1A).t IIFAri ; .-'t'I114I.VV : -t)'d 1'{Y t t CTft. _ ,,,;,; AI I. 5EWTR tAIFRAI, 5 SHAH IIAVI: A S6IN(45U,,. COVER TSEA1'Fi: FIni15([[iO f;ht)UND etAQKC NIAlil SE r- _ i _ C .1 S�.VJCR SERVICE. LATERAL ONNI�C. ION 1{ 4 2 1` j j`L�1 ��yy, __.._.. .__ - REMAININ(' 'SAC:K ILL 1.�1(ALL NOT CC)NTAIN ROCK MATERIAL, 36 MI 'j LARtiEt CH AN 5" IN ANY 1 1)INI ENS ION I 24"Iy l ri ENFAt BACKHILi_' R "hitN (Fj LID= r;) EtviBELNIENI' i , THOROUGHLY COPAPAC:TED I 1 I3`f NAND OR. APPROVED SPRING TINE: i ti� ?tAtt_hiANICAI. DAMPER OF P IW6 HAUNC MINI; ( IVb Gt i T S a N E max min I rOUNDATION (SHALL LIE 1 ! REOUIRED WFICM SOIL, CON©r IONS ARE I,JNSI "ABLE D,OPEN CUT; IN PAVED AREAS WITHIN CXI!iTING VL:OT RIGHT -OF -WAY SHALL BE 13 , i <FIL FD CNrIRCLY 4� 11H NIL), 21A STONE, ...FOR DUCTILE IRON PIPE TII 60TTC)M C}f rI-It TRf NC II SIAALI. 1.3f " 12APt :0 AND (.QNiPACTGD, ANC) ALL- STONE$ REMOVED OR A A" 13EVOINC', OF NO. CIS ;If3NE SHALL. BE PROVIDED 1,; ^!HERE: RUCK IS ENCOUNTERED PIPE SHALL BE INSTALL-E.13 ON A Iv11NIMUM 0' BEDDING OF NC7, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN ] -RENCH Nis FIG. S -.5 TD -28 COVER LIFT NOTCH 14 1/2' 12 3/$.. 12 1/2, WATER CA$7 IRON LID j IRS" M.[~TER E30X . H: !`) {,` �. fr" EXTENSlOIY- " PIPE SLOT BROOKS (2 PLACES) 2200 SERIES NOTES; (1) UNPAVED AR EAS.(PREFERRED. LOCATION': PLASTIC .QRO.OKS 2200 - SERIES W1711: 6' EXTENSION OR:- APPRa.VEQ. EQUAL. (2) PAVED AREAS (ALTERNATI LOCATION); CAST IRON 91NGHAM .ond TA OR No. 6 01 D OR APPROVED EQUAI%.B" 05 BRICK and/or BLOCK TO 'INCREASE DEPTH TO .24 ". (31 FOR TOUCH READ METERS A 1 -3/.4" DIAMETER HOLE IS REQUIRED IN THE. LID. TYPICAL METER M ETE RBOXES (5 j8I-«1 ) METERS) NTS FIG, W -7 SEE CURRENT EDITION OF ACSA NOTE: HYDRANT MUST BE APPROVED PRODUCTS LIST EQUtPPED NTH CHARLOTTES - FOR ACCEPTABLE VILLE THREADS WHICH IS 1 MANUFACTURERS THE LOCAL STANDARD. 3 } LENGTH OF BRANCH VARIES i 1 6' IN I M - 2' TO 10' (270) I ." 1 'wF';. 7 CU. FT. 1g" VALVE BOX >6$ STONE I h. .,l " ij 36 "M!N „'� VALVE I V_ I r TEE 2500 P.S.I. CONCRETE•- ,- t+ tt;U,� BASE AND THRUST. BLOCK AGAINST 3/ UNDISTURBED STABLE ,. SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN WHEN THE SOIL IS DISTUR ED O B R MAIN IN ALL INSTALLATIONS, A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE EIRE 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 TD -7 T CD a, el a, V) 1 4� V A Z r) O t+T U cv 0 co E tat 11; i ..I 7i ci. � E� �a CU w Z N Q 00 E �m �E - a _.._.._ 1 f 4 aEaY °v oEL5 O c' nit n� ~ 41 Q sy lE L 0 0 va a S E S 6 CS- �Z r E' _.. N NO Mt- �T L..._._ , ca YQ0 ^ co E 0 s I ,L I E 3 F U NE'vF, aE aE ca W W I N 0 0 TYPICAL MANHOLE FRAME & COVER N.T,S FIG, S-1 -D TO -25 Q D O Q Z Lu z r� Q 0 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. rr a, r+ 0 Z o_ V) LLJ SET OOGfIOUSE BASF EXISTING SANITARY ON CONCRETE, BLOCKS -•. "�'" SEWER PIPE OOGHDUSF, OPENING SHALL. •, L MIN, 12" CLEARANCE BE PREFORMED BY ' BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO HIT PIPE OUTSIDE DIAMATER PLUS 6 ". t 12" THICK VOOr . No. 68 STONE BEDDING 8'x6'x16" AND 4 "x8N16" SOUD CONCRETE BLOCKS CENTER W RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL FILL EXISTING PIPE BE CONSTRUCTED AS S1iOWN AhTli 3,000 PSI CONCRETE ON FIGURES i A OR NON - SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1' O" BEYOND BASE BEFORE FILLING THE OPENING I OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW ..:.,.,........ . ... ........... ... :................... .... . NOTES: ...., j 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE, 2- POUR A SHELF TO THE LOWER HALF OF THE EXIS IING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE. WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS, TYPICAL MANHOLE BASE I SHOWING "DOGHOUSE" INSTALLATION N. T. S FIG. S -1 -Al ____j IU -1L W CD J V A rn CD Z r) O t+T U cv 0 co 1 11; i � cto`N 7i ci. y Al CU w Z N Q 00 x U1 =( Q O Lx4.. �.! O 0 3c.. ^., (� Imo• 0 p U) 00 1_ DO LO Q P- ~ SD 00 O Ci V_ G 4) 0 Q � C? a' U >Z LU T pi�H 0 U) � r Lu � U U = o BRIAN A. McPETERS Q Ix W r -, W LiC. N9.041405 Ila vJ �_V T(+ S� LU LL. d ""W,3A L �X © Q Q Z a- Q W 0 U O pp GO OQ P Lu W Z W F- U ` "'"I p o a o x R n W �w Za W in p w iZ W x Q 1) ca W Lu W Q =W �U ZW zm W ..,.. W ZJ J Q rj = w LU W W _j a = ao U) U) z :E rr. SET OOGfIOUSE BASF EXISTING SANITARY ON CONCRETE, BLOCKS -•. "�'" SEWER PIPE OOGHDUSF, OPENING SHALL. •, L MIN, 12" CLEARANCE BE PREFORMED BY ' BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO HIT PIPE OUTSIDE DIAMATER PLUS 6 ". t 12" THICK VOOr . No. 68 STONE BEDDING 8'x6'x16" AND 4 "x8N16" SOUD CONCRETE BLOCKS CENTER W RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL FILL EXISTING PIPE BE CONSTRUCTED AS S1iOWN AhTli 3,000 PSI CONCRETE ON FIGURES i A OR NON - SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1' O" BEYOND BASE BEFORE FILLING THE OPENING I OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW ..:.,.,........ . ... ........... ... :................... .... . NOTES: ...., j 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE, 2- POUR A SHELF TO THE LOWER HALF OF THE EXIS IING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE. WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS, TYPICAL MANHOLE BASE I SHOWING "DOGHOUSE" INSTALLATION N. T. S FIG. S -1 -Al ____j IU -1L W CD J V A rn CD 1L/'RAii /-, r) SHEET NUMBER 1 11; i N 7i ci. m N (� Lk' 0 1_ W LO Q r> ~ SD O V_ 4) 0 et- U >Z DATE 07/26/13 PROJECT NO. 113038009 r) SHEET NUMBER 1 11; i 7i ci. 03 � i :0 1 '. n C's (; CN, j 1) ci Q .J izi _ n C) 1) Y) 47 t) ,% (11) Q3 QA Nn ,r C) ;. -r C.1 CV 11. T, 0 _C,, L? 13) 0- J G ) 0 (J-1 ti) C ) ;y 4t 0) -) 0) c 3 (-) E..) ,'r) ;t) CA - r1; — , clj I-° ("J i I ., (.J 6I Is` LL. /" sfr : Y. (S �_' ( Q) O Q 0 V) U C. O C 0 I: 1 �-' E, .a U `i N .a 0 r IT CT r, rn Q .O I (6 x ,O O q T - Q1 C x 0 If V r_ 0 4y 0 'i3 C O C 0 Q L. w ) O I 0 Q C 3 U 0 O T11 ti, 0 Q I -I V 'v (1) 4:L 0 t., C, L ,(. J 6 . (11 N 7 0) It Tj ",) 0 Q) a. 111 0 ;s: I- , u "tN U O c v Q 0 21 :) 01 T� 4) W a C c� O 0 0) C} Q C N Q? I. i, bt `'_ 7 i a, V) C C v a ( •0 0 N C 4, 10 cI tI VI -F 2v T:) C. a a W 1) C 0 V Iii .5 -C I 0 z %, u M 0 M C) C -} i, I- L-AII ..L' I• _-v I 1' , 3" D{1ttA€7£R ' �:. OARS E WEEP.I#L?r . NOTE:.- . FRQA(T' ! t! VATtfAii. I. .. OALVa BARS h -t .Q 1Q " -AA • s it p'10 °.C-C ro � BARS. 9 Q.ea C-C 1!4 OARS ;A q .10° C G SECTION .8-8 �. -4,1 2, ON BAR,, . � L V ",�' exy4 "SLd.. .1 - - PIP, µ m k' a: �T �-f f0- A • A .. WARN > WEC- 6. GC s�S `y_t .. . . JCG I IQN . (�7Q ^DECREASE TO r'. iTfif'N HR,€i IS USED 16TH WEDIAN$; 6AL COLLAR cALV woo ' 4. I . (.. ..rT• , Q I, f� {� ACION '-(}. 004 IQ SECTION.: E -E L T RO 107. A -7 ApP Ali. ETi t f a . I y° .II 11._...»...1 0.,. t f Pl OW a -- WEFP,IG1.e N b r« L 2(% ci E� k114" I 1 4 t n BARS A -i. $££.'NOa£ 8 " ALATES r"� t �-.. ,..t ( »._.3 a. IB?VfiS'A . 'c ^SL N NW: C -C. OAr2S FOR. USE ON GRADES. .{{y.; .BARS:tS p: � .1 : .. A a . 2. C re, . C tEf? 1)E R O. . : 1 p`. CrC 2 „a.,,�....,.�.,.+.°„ .t WARPED:-.. , L I t. _.t �, TYPE A. 5U A" TYPE B �. FCDw t' 1 y1 GY1' hKTTE s NOSE OETAri$ '---►. 1 „r TYPE A. NO OE7h'L " SMN L :.6£ USED *T" GG-7 SFAfPAflli, . tI _ .. -t . °- . TYPE 9. NOSE: t)£TP9: SRkL 'BE VsSO ':MBTH C}' a STAhT}Aid I. FOR U IN SM,S .SECTION . A'A . CALYAtGZCO PLATE FO.R TYPE A 7Q t> BF T NX4 AtM'A?iaC' " QF d8 "30'A`i<}.iS TO OE At1CfI0RLrD H<TFI. X4 SRtAf BOTH SIDES TO.OE SY)34@;TtttCAt, FOR. SVI DETAILS. SEE $MST °L `# .AR (X)1$ CTUR3 A£14E0 74 HEN1 1 AT 2'C C: 1\%� ° . SPECIF1 "AD .AND :BRIQGE.STMDARDS STANDARD CURB. DROP INLET TES" ST ET ,t DF x 3iEY (�f .Q.ATE ZIi ._ 24" PIPE; M . X114UM .. DEPTH .04) - . $1 X33 Y11NGitlR D£AARTi"I. CF `WANSPORTANION . ).2 104:03 TABLE OF QUANTITIES Di -3A. 3B, 3C x REFEMRENCE -iZ M1. I STANDARD CURB DROP INLET "``�' ROAD AND BRIDGE STANDARDS 233 1211 - 3011 PIPE; MAXIMUM DEPTH (H) - 8' REVISION DATE: st+EET z of 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 SEGTIQN A-A HARDWARE CLO UTE`a,-/ A L AREA RF REINFORCING STEEL TYPE 7. SLOT Connote 2_ THE ,N" DIMENS70N SHOWN ON THE STANDARDS BARS A BARS O BARS C BARS D BARS E BARS F OARS C WIGHT (Hf OF 5' -2" WITHOUT PIPES. THE AMOUNT Ft. S . Ft. Cu. Yda, No. Lin. Ft. 11 No. W. Ft. 44' No. Lin, Ft, AF No. Un. Ft' No. tin, Ft. No, L(n, Ft,1IF No. LID• Ft. Lba. 04 -3A 21-6" t 15 .26 COVER OF 2 ", - EArm TYPE. F0 NXTi. 4F CREAM DEPTH 10, 1 5' -7" 3 31-2" ALL OPENINGS BY 2 ". 19. ALL REINFORCING OARS TO BE05. 4, PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTtAE.THE INVERT OF THE STRUCTURE 11. & 20. WHEN INLET IS USED IN 4' -Q" MEOIAN, BACK OF 22 NXALIETER 4,113" 4ax(tNEa 4 tyTt IIARAWARE Q,DTR Af D FB+iWl,Y TO THE OUISOE 4' t.8 2 6 5 i' -6" 2 ' -7" 0 8'^ 0" 3 5' -7" 3 3, -2" 4 V -$" 3 1' -B" 4 -0" 64 OR GREATER, FOR DETAILS SEE STANDARD ST-1. 6' 2.?6 3.0 6 3' -g„ $ _ <_ 3 §!7.7- 3 3' "2" 4 , -6" 3 1' -S" 4 119 --"-P _- ___,._---- „- ...- __-, 8 IT ,67 3.46 5 5' -6" T , '' n 3 ,_7„ 3 Sr_2" . 3 t_g" 3 . "g,1 4 , 158 1 DS -38 ta' 4.58 3. D 5 7' -6" 14 W -7" to 6'-IV' k' -3" t 4 6" 5` ^7" 3 31 -2" 4 ' -8" 3 V -611 4 L-01, 3105 *1 121 5.60 t3 5 8' -6•' 18 W -7° B' -t " 3 5' -711 3 31 -2" 4 91- " 3 t' -6" 4' 34 251 ,. W °' 4 5 t1' "B'1 t.. 4. - " : 5•,7n 3 3,.2n 4 y.g,r 3 I'- E' 4 , ,• 13 is, 7M 5.22 6 13'_6" 26 a 3 5' -7" 3 3' -21' S 7^ 13'-6•' 3 V -$" 4 " 5 3 i8' B 26 B8 5 t5' - &'I 3 3' 3 W-71 .11 3 31 -211 4 151_ , 3 p "g" 4 j'_ VI ' Y .4 r,8" 9.77 $. 9 5 17'- &i1 34 - 0 S 5'••7" 3 3' -2" 4 t7` -611 3 1' - &I 4 -O" 3 3'- &" 6`, 2. 6 '7 W Y -9" A 61_7" to 6,_40" 5 1 -7" 3 31_VI 8 • -$1 6 1'16" 2 -" TIT 10 A t9 A 6 - 7 -3-01 3. 5 Hy ,_g,. 8 ,,, ,. o gr_ ,. & 51 "7" 3 3' -N g ._ n g ' -g" 2 Lw, 115S '4'= t ... 0' 4.5 3.89 10 31 -$" 12 6'-7" to W -10" 5 '-7" 3 3` -2" 8 3'- " 6 f -6" 2 - - 20 _ ,...4 1g" 4, -��: to 42' S 4. 3 10 4' -9 16 „ 1, 6 =7' a 5 6' -7 n 3 3' -2" 1'• �T 4' -9" 6 t' ^6" 2 - 1 7)r 3G 4' 132 13.77 14 s' -9" 2 0 6 ? to &,_yD,r 1:&6 6,_7„ 3 3' -2" ;, , -9' _ 12 4• -3. p '- a 1] ,.t2'"NP' • ".g -... 16' 7.33 5.2 10 6'-2!' q r,7" .. n 0 g,_7n 3 3 - -2" A'- 4': _ _).so___.4 ' -9" 6 P- " 2 011_1 3 y,.. 78` O. 6 .. a B 10 7' -9" 28 6' -?" to 6' -t0 6 S' °7" 3 _ " 0 7' -9" 6 1' -fi'1 2 fl .3S 3 - -- 20' 9. 609 10 B'S" 32 " ( ,_ 4" WASTE TO WA WAYS LET 22: OU��H�Q�pAS E E#tNt�A T£R TERbVG 5' -7" 3 3''2" 6 1" 9" 6 I''6" 2 i%t,• 1. x REFEMRENCE -iZ M1. I STANDARD CURB DROP INLET "``�' ROAD AND BRIDGE STANDARDS 233 1211 - 3011 PIPE; MAXIMUM DEPTH (H) - 8' REVISION DATE: st+EET z of 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 SEGTIQN A-A HARDWARE CLO UTE`a,-/ A 41— NOTES t_ENG1N 1, DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE THE EXPANSION JOINTS WILL APPLY ONLY TO 2_ THE ,N" DIMENS70N SHOWN ON THE STANDARDS T1w* TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER, ANA SPECIFIED ON THE PLANS WILL BE U FROM THE INVERT OF TTN£ OUTFACE MEASURED N CH E S. Wt£ 5FEt1F}£p THE PLAtl9 THE tHYFJ? IS 10 (IF ED SHAP W ACCOfMONC.E WITH - STANDARD L SETTLEMENT, QUANTITIES SHOW PRE FORD TN 16. CONCRETE N EP PIPE FR THE TOP OF THE STRUCTURE. 8, 3" DEAMEfER WEEP DOLE. 70 0E LOCATED TO (Hf OF 5' -2" WITHOUT PIPES. THE AMOUNT PLAN "Hi1 DIMENSIONS ARE APPROXIMATE ONLY t I DRAINS IaUASE MATERIAL- WEEP HOL WITH 14" CE B MU DEDUCTED TO DISPLACED Y PIPES ST BE FOR ESTIMATING PURPOSES AtRl THE ACTUAL. O1M£NSIdNS SHALL 6E DETERAGND BY THE It !"4. t2 "' I PLASTIC HARDWARE CLOTH MESH OR CAlVANf2 €O STEEL Wt WIRE OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFIXtENT DEPTHS MD ORSUOTRAGT 0.32 M dND1TSONS. CdNTRADTO#2 FRO FIELD G CT10 ,M,.,,�� H WAR£ PIdET R 0.03 t4t}MH$R 4 M1C�[T ARD W £ FOOT WOIC YARDS OF CONCRETE FOR F OF DEPTH. 3, WHEN SPECIFIED ON THE PLANS THE INVERT 15 TO BE SHAPED IN ACCORDANCE tYSTH STANOARO .PRICE BRED FiR Y TQ THE 0 u75DE CLOTH INCH ML 4F THE S7REICTURE. 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET i IS -1. THE COST OF FURNIS7•tlt(G AND PLACNG ALL 8, ALL REINFORCING STEEL SHALL HAVE A MIN, OF 2 IS TO BE L+161, AT 4,10 LBS•1FT., MATEER ?ALS 7NCIOENTAL TO THE SHAPING IS TO BE INCLUDED M THE am PRICE Fflt THE STRUCTURE. ! 4 X B" SMOOTH DOWELS AT iPPAOXdAA7ELY COVER OF 2 ", 18. iF DENOTES LENGTH OF ONE <17 OAR. EArm TYPE. F0 NXTi. 4F CREAM DEPTH 10, ALL REWFORUM STEEL TO BE CUT CLEAR OF NOT MAY IiE AROY10E0, SEE SYAdfDARD IN SHE EVENT THE INVERT OF THE OUTFACE T- gf•5.4 FAX2 AttEXL'tATE OEWK ALL OPENINGS BY 2 ". 19. ALL REINFORCING OARS TO BE05. 4, PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTtAE.THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4' -Q" MEOIAN, BACK OF WITH CEMENT ORTAR T4 ALi. E APED M SH 8 SHAPED NXALIETER 4,113" 4ax(tNEa 4 tyTt IIARAWARE Q,DTR Af D FB+iWl,Y TO THE OUISOE C IS T BE (3000 PSIS, PRECAST CONCRETE 0 FO F RM INLET IS Td OE APED CON 0 TO SH P S G PRO d ELI IRO, PREVENF 53PNOING OR PtStISING tTF WATER IN THE ST'. TINE COST RUCTUt OF FI NtSFING ANO PLACING AIL MATERIALS INCIDENTAL T4 12, 4000 PSi. F SLOT (L) L N EVERY CASE BE LENGTH 0 WILL, £ 5 THE SHAPING IS TO BE INCLUDED IN THE BID (kaTH It QR aALYANtZED' $tE£t WARE iR+ARIM WIRE SHOWN ON PLA.'NS. f PR1C£ FOR THE STRUCTURE, 13. IF INLET IS CONSTRUCTED IN MEDIAN CURE OR � 5. STEPS ARE TO BE PROVIDED WHEN H IS 4' -O" � WITH INTEGRAL CURD, GUTTER IS 70 BE T34° OR GREATER, FOR DETAILS SEE STANDARD ST-1. 3 .3& OMITTED (SEE DETAAJ. Y•- 6. THIS ITEM MAY BE PRECAST OR CAST -IN- PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH ;4, ,O 7 CONCRETE BLOCKS IN ACCORDANCE WITH THE •r.r.rlarr 0 Cllr DETAILS SHOWN ON STANDARD DRAWING iN -MB. • x REFEMRENCE -iZ M1. I STANDARD CURB DROP INLET "``�' ROAD AND BRIDGE STANDARDS 233 1211 - 3011 PIPE; MAXIMUM DEPTH (H) - 8' REVISION DATE: st+EET z of 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 SEGTIQN A-A HARDWARE CLO UTE`a,-/ A 41— -NO. ItF.aUatED t_ENG1N BARS V I4 a n! O.C. . i '- tv -f3"' STEPS RCO'C.� 'FOR- ;_1TARS R:7, .4(t.;A14tf 4,2 T1w* sr As) vso- ;(• tXk4fRAD: T.Elft ERC}AC FIELD COfYNTKfN3, A N CH E S. Wt£ 5FEt1F}£p THE PLAtl9 THE tHYFJ? IS 10 (IF ED SHAP W ACCOfMONC.E WITH - STANDARD A I4.._13 13. THIS STANDA0 15 WffiWD FOR U% N Q4R$ 4 IERWLS - -Ct To HE A N�gENTAL TO TILE `3tI17v4 cUTT CIA Y A20 A 011 "fIOIt. aN. , E 7LCLODEI 4f T11E.BO. Pi7CE FOR•IHE $TRUOTtpt£,. Q,OS t I 14, IF OP'11DNAL GONSTNt1CTt0tf 4t>NT IN USED IT IS. "F "£ 13 KCHER THAN THE BOTTOM OF THE .. It !"4. IAtS MC. It tx MG. PREVENT" STAN, OR PONDIN0 OF -WATER --I CT10 SECTION THROUGH ELEVATION SC3UULE OF REINfORC1RG.STE£L BARS MARK -NO. ItF.aUatED t_ENG1N it <S1,5H.1t.I0 '- tv -f3"' of .4(t.;A14tf 4,2 T1w* ;.TODD A$ 1),.PNECAST:CrONc9E C rS TO Ix 40DO PSI, tXk4fRAD: T.Elft ERC}AC FIELD COfYNTKfN3, 12, LGhlwli OF SLUT (t,) YM.L, IN EVERY CASE, HC.. .. 1. DY2A4, 2EE. 2FF NQTE 1. DiFIIH OF $+LET (HU TO BE 5HQFT T PR t'f•ANS. 4. ILL ORCIKG STEEP, Simi, tIAVE A lavt CDVL'f4" 2 "'. 2, FtiE "R. CPAkNSTAY 51i_SWN ON THE STMOAROS tcftCTE +tRIR SPCCWICD 014 11 PLANS *%I BE - MEASUREa FROM TFE INVTRT'OF THE OWFAIL 10, ALL RE"QRCNG STEEL TO BC CUT CLEAN CIF, ALL DPE1DM..6Y 1 °. [•I.'E TO THE 7CP Of' TIE. S,RVC7URE: - i,LAV 9f'. f>gtRlStOt15 AIL AAPR W:iE OIL FM t+ygvp it. CATaT•N , ME CONCRETE 15 TO K CLA55 A3 ESTWAY9,C 5 AAO lnt AC'EO4t q'AE�N.N)a5 9HALl $E fI rERR,�cFfpp BY THC ;.TODD A$ 1),.PNECAST:CrONc9E C rS TO Ix 40DO PSI, tXk4fRAD: T.Elft ERC}AC FIELD COfYNTKfN3, 12, LGhlwli OF SLUT (t,) YM.L, IN EVERY CASE, HC.. N CH E S. Wt£ 5FEt1F}£p THE PLAtl9 THE tHYFJ? IS 10 (IF ED SHAP W ACCOfMONC.E WITH - STANDARD S46A4 ON (?LAR'5. ' . '`J ^1�.TK,COST OF FLVMHM AM PLACING *ALL 13. THIS STANDA0 15 WffiWD FOR U% N Q4R$ 4 IERWLS - -Ct To HE A N�gENTAL TO TILE `3tI17v4 cUTT CIA Y A20 A 011 "fIOIt. aN. , E 7LCLODEI 4f T11E.BO. Pi7CE FOR•IHE $TRUOTtpt£,. Q,OS A, H THE £vEN, TIE INVERT 6F rHE" WTFALL 14, IF OP'11DNAL GONSTNt1CTt0tf 4t>NT IN USED IT IS. "F "£ 13 KCHER THAN THE BOTTOM OF THE TO N£YED, M2. %ni"S IN BAR$ V TO ME A U901 4OD (20'7. Ifi. fuze THE NWRT: Of TIC: STTA,CTURE TI All 9tNAP'm' WITH CEMENT II TO . 15. FOR PLM v5EW OF vN(Ef SEE sTANDANO 41.20. PREVENT" STAN, OR PONDIN0 OF -WATER 2£. 2F. . 14 IM: St"TtR£. THE COST OF F4MG MOO PtAC24 ALL MATERM3 KiCINI Tq TtE SNlA+dtG 6' TO ac INCLUDED N THE . M PRO DE SAFETY SEA" WHEN SPECIFIED ON W r#( Tit£ STfTOCTTHd€. 1fE' PLAN. .PRICE 17, FOR OESCRPI)ON ADO. LOCATION OF OW. NWN 5. STEPS ARE TO BE PROYX)EO WI 'H if IS 4• ^O« . 'DR MATER'. FOR DETAILS $Et TANDAM ST -7. L-SEC SHMr 104.46•" .. .. ' � M FOR NUMB" CF RMtS A-11 RECILW.W AM a, PW THIS ITEM MAY NNE CAST' OR CAST -IN- PLACE, t IttB sEE: SH ET:1RS;07: ! 4 X B" SMOOTH DOWELS AT iPPAOXdAA7ELY t9. (XAANt,RE.S 5ri0W4. AT FOR UN, Pa_ET5 OF 7, :Y4^ (: -C Ta tE M-Y o'W x.13 tREAS AWM,Et1i EArm TYPE. F0 NXTi. 4F CREAM DEPTH TO ABUTTW C64CRE ICI PPRREEVENT SETTLEMNT. 74 LTEU OF O01L1ELS A 2- X 4". LIT) OR LARGER -SLOTS TO AC"LmEMS S"N PEk PQOI'.MUST (E AMEI}: "Iw AAAat"T� GF NOT MAY IiE AROY10E0, SEE SYAdfDARD CONC)tGIE:N4p. t3TEei: OtSPiAGETy /MST K. T- gf•5.4 FAX2 AttEXL'tATE OEWK OEMTCD TO OBTAN:'TAUE FiUNRTt[5S, B. S" tXAIIETER SWEEP MILE F0 EK LOCATED TO. 20.. FOR. DETA&S A`,0 DIMENSIONS -OF CURB. SLOT, ORiIFN StA$E MA7EF3AC,.. R'£EA " "F YNTN Y2-M, PLASM WAOp CLOT " RESIT , DEAN. GQLLA4 AARO Sd4AiE, Of:OPP {1S. CUT MR "At . OR CAL VAYZEO STEEL WK. 1tBd581 WIRE' EI•+£. NA REWORCM 31AWTVM 511U NOT �1X[AIIFD P.E.E�STN44AR0 01.20, NXALIETER 4,113" 4ax(tNEa 4 tyTt IIARAWARE Q,DTR Af D FB+iWl,Y TO THE OUISOE 2L IpIpX�F UAY HE USED W+1N LABGfR IOFDGRA',.B7t�fN- pF'TtiE STiriACrtlNE. .. flEARAAN2CE IXT)ITENN '� - . 4 EON ADEQUATE APPROX. MATE "QUANTI1F__5 FOR u."MU4( 9' DEPTH INLET. , L fi %139 ()RCM4G $11" tcftCTE CONY•'RETE STEEL 10e, pi- Yda. 21)13 C"; Yu: 1,6$3 8.93 TEE 0--t)'` 1744 --/ao. 2FP 6'•011 1,713 Q,OS INCRFAAENTS -TO HE A€)DEO FOR EACH ADDITIONAL FOOT Of (H) AND OEPiH C OR SLOT LiNgTH (L) .. � I TAB -E' OF 91UANTITIES . , H 4 -,- D' TYPE CONY•'RETE STEEL 4'aNC„E.TE SLEET, PRECAST. AS TP OLIO M. C"; Yu: Lb., CV..Yd.. LOA. ':COD 4.63 - w .•..,_. — AE, Q,OS -- r91 .m . 4.% 4.% T, 2" O.OS _ kit _-.. 0.16 _ . 17 I REFERENCE STANDARD CURB DROP INLET ROAD AND ONI STANDARDS 233 30" - 48" PIPE-.* DEPTH (H) - T TO 2(iI REY9 PH: DATE. -snEST , cF , 302 Wt4RCIM UEFARIKIAT � I.Y TRNNSACRTAI" 704.46 t ... . I .. I ... .... 1. .. � I TAB -E' OF 91UANTITIES . , ix -?Ar z6.2c . . . L to. �,y, pti Y� qq ST[Ef. TO 6E CUT ct,ErNt OF R lt+ (}RC1NG.:SiTEEL Nl OGEOY 2:. �It CAST -IN PLACE CONCRETE tS�Tp BE CLASS A3 I34Aa PS}, Ca+iXtEtE: BE TYPE . PRECAST. AS TP OLIO M. CO .'-_ BARE A O S A-t TR FR KLO - T CON PR AC1 OAI CAW'. . S' 1 BAR 13. WHEN .MCI IS USED A 4' AE01N4 BACK OF m S E 04 f $}t'PE4 T0: CONF'eXiM WITH M }p MATERIALS �PP411 KTO Iii 4 PTNOO IS �TD � W£t t4Q,IJOfa RI THE w m"..II nic STR7JCTWNE, Ta OE XEYED. ALL %II HAR3 Y -TO � 12. .. G. Yom. tIQ ' Lw FG No PIM IN THE STRUCTURE, TIE. COST QV•FLONISHNG No.' h, ft:wl No .... Us t:. ' cq N €ETB NdP STEEL EMSppL(,M O�jY.}� . 9E OEO(SCT. 0 WtAFf Na>G tt11E5, t: 1,10 .- t No,. a, i. 1,ba, 2A 2. -2'- 17t • 4 9 ° ETE.R STAt, ARO. ST•L T-011-3.4 FOR A'1 INMATE DESSCiN. 4:.° II, 3- DIAMETER WUP t,OLE TO BE LOCATED TO STANDARD EX -)131; .{N1r3C.' pRAy1 5LlBI!&i- TIATEWL, WE FRiL£ PRf" 7• +P4 X 8" SMORYN OOWEtS A7 MAROoIIMATELY 12" C -C'TO M PLACED - N' N.L.-MEAS� ADJACENT fi *X12 ", PtAST1C'IIAHOWA4iG CL07H'a" ,NN 1X4 C:U- VMRZE•R STEEL WAtE,tialrMW W>R _ W4ET){t 13.0.1" IRIMDOZ8 4 ),E$H.R4R0WARE. CLOTH. AJNCtNOReO FftILY TO Tiff QUT50E W M/ yam. Y- al•3.4 FOR A1;TERNATE- DESIGN. 19, FCR ALL DETAILS, O4tl'NS"$; NA R£P4FtXR4X14 4`. i n 4 � 2° 5 1 (kaTH It QR aALYANtZED' $tE£t WARE iR+ARIM WIRE 3 -6^ f w a to ' ^�° . s w � . � t 6° T34° ._ -A-Z 3 .3& 2.23. Y•- ,, 5 -- ;4, ,O 7 .L'- n •r.r.rlarr 0 Cllr .-Oy • 3 119 --"-P _- ___,._---- „- ...- __-, 8 2.31 1'- 4 '- " i I9iTJP' VI-2E t 31 w II h'- k " S .2';,V . 3 ]'T ?„ f9 " 154 . 13.28 IF 2 79' .s '.3'- 3 li tz 316° LTr - k' -3" t 4 6" 5 2.0" 3 14. �: _ --- 8.04. T-6" 189 B:L__ ._'.Emil. IV 3105 *1 . 3' -Z. 5 t3 4 3'••a".. D As-3" to 4 6" 3 :'2 . 3 12 - - " 1'-B° 224 47 7 34 1 ,. 5 °' 4 3'' 7 t.. 4. 2S : 13 6`- " 73 W- wk 3 V KE t Ar 4ti (11, /f T., P.1 YON I,C mm;c ` t. CATF tQACaI,IN k 30 PC 4L x Mriol£K :(111Th *, P4 w am. 3 3 L ,• 13 t •0' Sft J=1 tiACI+A MPMT10a OA TR.NGP Y,TAT*. ti .4•'-3" B,a2. a 5_ 8" 3 Fd 0- 7 S 7^ ZI NIT' t3 6' -8" . .3' -2" 5 3 ;4' �3r••a" 31' to 4'.•ga b'•6" .2'•Q" 3' '3Rd 1'- :T29 M 6.94 .. 20' ' 4,17 I. ... 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SLOT Of. -Z - 2, TIE `H" D,UC14SKN SHOWU OM( TIE STAN() T 5A C1F1ED O4 HE KAHN$ WA,L'BE H�ED. He F to. ALL' REI NF01I STEEL TO. D& CUT GLE.ASQ O. Wi 4PEIaNIS:CtY•$a, WASTE TO WA WAYS LET 22: OU��H�Q�pAS E E#tNt�A T£R TERbVG OF tRRYUREiFALTHE �� -8° LE7iJt�.MAT.Y(5 AM APP84XWMAYT ONLY F�OR,1EVWAW4' KWPC,SES Ft. �.GAST -V Pt.ACE CON TE ,S 7p � GLASS -A3 't301M) . .. ... . /'i 4K. 0&'TUAL. .ti5hiNS SHALL• M OTE3L.NRG{°D Qt../!2 4SR'N -i nA4 1AT FIStrA( rK1.t1 \:,7i'IUf ENfN. PSII.:PRQCAS TE Si.:T.Q Be :44 T w, i%t,• 1. 5 tpq•t RA�£.D TERgNG. WIN 5�F#EfC1F0 t�iI�tT T14t T�''11� IiYEKr }S 3. WTTtfPPl3{,iAyilL t2,_.. TH OF SLOT 1C).WA,L:.W t:VEIiY CASE 8£' �WH 4T(' 1M Ai4S: 30 SOTtl£ (ACC' 6 t�ARD, POA DlpiP t#) YiAS71 fXNANS T4 WA[ERWAYS �MATf72tAL5�DF I THE 5HAP1FiC 0 £SE O t'#ET PRiGE t=at Sr:BUOTV.RE. 0. TM ST IS IM'EIND40 USE IN CL90 utt4T. WvArma Ot6.Y.: . . .IN iii£ W. - D AIL A W 'D TW DIVERT 0F" +£ EVENT 'TTY:CLINFALL PIPl . - E AT` CONST Fl31 WITH 14. STANDART i IS M BE RUC . 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FIRE l° HIGHER THAN T11E fTOTTf%N OF Tt4E (?. LENGTit OF BIOt (L) WILL. IN EVERY CA°.,E, BE AIRS tlil{RND RE7GHT ENS FWALS PTP' OVAOTCO PLUS TMI$ tTCN SPAY fiE P?EOAST :DR ;GAS( ?I P1 ACE,, tiS ?J]� QR SUE(Tf4AS T'4.2fi F Cw.w.T(kiEFQR.Ei F C IN Tk� S'f - T "qF T Q AND U COST AID ftCTIJRE, its COS FUITtISHN CUTTER SITUATIONS tLT, 6. :4134 X 0:' SWk I DOWELS AT ppP . . T, BEE 121x. C G TO. BE Ft v7ED I+.ACL ADJAO£F4T AREmm 171 L[ AS SMfdY(tI #i .$k{EEl _ k7ETd8 A 7. Te0j;rjltG' CO� CRETII 19:FEtSVEt t ' -E k.' id Ai '4:kl,tQS'.!E"[.. 135 ':. . , I404ENr: gIANtETER YNE(P kK)t.E: TO :IOOAir"`0 t0 ::' RTES LEJdCTtt (JF' �Cti 173 iiAR, (%DATE ,"^". 1,$O t 7 LEO CAST IRON ^i1 B. A' N'.StS9aASsE.NATCRtAd,., "tYI:EF WETN 19. ALL.KINFOFCIJC'BARS.TO REINS.: RE DEPTH,, NYDOT STANDARD CURB DROP INLET AGE) E i 20 GRIT£ .TO !�g�giACLED 50 ��CtpfyTS WILL DIRECT GwrT6 TgSt ?E.IIffi,ET Ttt(t(wT ' SECTION : F_F dTH,StN�tOREC !"SiF,..Y TO'TIlt- :f)tJTuIAE SHEET 2 OF 2 REY{S10F! DATE Tom' STftU0iU4E; SF£CTCATSON R£F7 £ .STANDARD CURB .CROP iNL+ET War ROAD AND . BRIDGE S7AAa(?ARAS 11 i2" 24" PIPI~; NAXIMt1M: D1"Pl H (ti }„0, tzkvLStox FAATE ; aeEr aF Y Saz YaCO.FiI, OWARImoff QF TttMt NRTATKIH .. `704,44. 1. DIPFCRt?PET 5t2CS 0pp FWES'ARE F_H(�tA EREO. SHAPE TO ELEVATION Gr .M;AEI-PdWT Its LMGCSr PPE " TEOUR To I I I I' ' I. I ,* , .l I ^. I SLOPE TO DAWN TO 4HYERT OF OUTLET PDT. SEC 1 t, ,N .A' A 1 METHOD OF TREATMENT IN :)ROP INLETS, . .1 . �\ AND MF-f IHYERTS N ACCOROANCE WITH APPLY TO NiOn 1S1m)CtURE$ 1iP e"Ok .\. SLOPE TO DRA94 INVERT Of PP£ t5,4,HQVE.INYERr'OF TO IDYEft 'OF . 1' OUTLET �E Z.: . EAR F AQ. $. OR O f! f '. :i: f K 1 I A1� t S a ONE 1 i �j/�j�f V ' 4 a * , DErALS Of INVFItT 5H(4 WOG AS SHOWN :I EII ARE. FDR EXAMPLE � ~" �`""- � . ° PURP05£5 ONLY. EACH MAN910CE OR DROP 44 ET P3 ED Be SITN'EO FtkYaX)H iY TO HST PIT. -THE PA2STICULAR. MLET AND OUTLET C4Ai(ON AND FLOW .LS, ' SECTION. B ^B PLAN METHOD. OF TREATMENT IN MAiVHOLEs STANDARD METHOD OF 'SMAPlNQ 'V ft0.(tt0 .AJ67- BRIDGE $TM4IAN:US . SHm_'I,f}F I RE'PIS76N ;ATE., MANHOLE & INLET INVERTS 301 .605:1)8 � VIRGINIA l2E,P.ARTMENr tF' TRANSPORTATION : LY•)AA 386. SCC SECTION A-A SEE NO(E W N U^ C -C 11 aPT100"I 1t, fL 4t=-; s'1 4 I T •c — — 1• 95 OAR H EACH COFtNER t-IPt BAR NI EACH A,TERKATE CONNED SECTION THROUGH ELEVATION Ny ocrr ROM) AND WWCE STANDARDS S)I -i or .t RENA" DATE 104,11 L DEPTH Of itf _&T M) TO BE SHOWN ON. NOTES W1�RIpMJM DEPTH TO W -0 ". MA)WOM 9, ALL RE�t'CFSC34a.STEEL SML. HAVE A WK GAYER Of' 2 ". � . pR IOAT 0=.3 �3O.3C'ETS LESS THAN BANS 9'ke to. �,y, pti Y� qq ST[Ef. TO 6E CUT ct,ErNt OF 2. THE "11" Dac"SION SHOWN C41 IK STANOARDa AM SPECIFIED ()N'TN£� p�,AMS� WILL SE THE OF TtiE Nl OGEOY 2:. �It CAST -IN PLACE CONCRETE tS�Tp BE CLASS A3 I34Aa PS}, Ca+iXtEtE: BE MEASSJREgFRf)M f{YERF GUtFAtL PPE 14 TOP DF THE SFY(c1GFLHt; PRECAST. AS TP OLIO M. VT .PLAN ^ff• NIWCNSiQNS ARE API umATE ONLY 4.1H, A SAND T T FOR AMSTAR TtNQ PA.TtAPSE. t(T M UK triMEtas)QN85fiA. BETE Y TttE' 1. DETERMINED H V .T T T Wt R4 CA6 >Z. 11710 H OF 5L0 LS kG . EVERY £, bHONii QM Pt.ANPi. TR FR KLO - T CON PR AC1 OAI CAW'. . 1 315: . 13. WHEN .MCI IS USED A 4' AE01N4 BACK OF ��AyHN3S.. V�. ), WHEN �N HA.GTCMICE 'h1T44 $2ERADrOARl1 04 f $}t'PE4 T0: CONF'eXiM WITH M }p MATERIALS �PP411 KTO Iii 4 PTNOO IS �TD � I4.. i OATiORAL CONSTRUC tfAH JOINT IN 115E0 jr IS t4Q,IJOfa RI THE w m"..II nic STR7JCTWNE, Ta OE XEYED. ALL %II HAR3 Y -TO � 12. 4, H THE EVENT THE Ii EAT or THE IIALL PPE IS, HONER TIM TFtE QOTTOM 0P T, i� h iMf81fI . . 40- . 1{A• FC(! PI•AN VIEW af. AR.CT SEE "STMJPh•� 01 -3h Y $1" sTRt1ttC�TtIRE THE bYYE,RT�toF- THE pTI MII VtNT9tC1R [ �SRO )6 PIM IN THE STRUCTURE, TIE. COST QV•FLONISHNG tb. pcI'(fllE9 6NairN AttE: F rri[TS SX+�ACR TYxPP. tog DF C TEa owl" T'`iq 'AIgL 70 ATP, tR:MiB•tf XA4 Imo(' � T At: 10 (�, [ N�FIacToCMt RRTxE T.WX: T, W4T` -55.1HQIft PWCf. YOtt t7:Y, SFRUCT1A1g. cq N €ETB NdP STEEL EMSppL(,M O�jY.}� . 9E OEO(SCT. 0 WtAFf Na>G tt11E5, 6, BTEAS. /RE ItEaEbREP.. FOR CETNLS SCE N THE ST)?LM1tt.' THE COSY CF F I. SIAAANU St -1L t7. FOR NUMBER OF BARS A -C REQUIRED AND O. TIKE ITEM MAY IM P?.tCAFt.01? C;4T- V-VLACE. LP,10Tk4 SM.SHII IOL -10. 7. 04 X 6" 51Ja0TfT(I "S At APPROMIAIELY NT FOR DESCRIPTION NO LOCATKM OF R>K4OODN pgeyAlt'Ii'tAOJAtti'T ' L SEE,SHEET QW.OA S0?TL[t�T7Maif.�c0� ^v'CH ,biN,- bl SEE STA Ai{ (' ETE.R STAt, ARO. ST•L T-011-3.4 FOR A'1 INMATE DESSCiN. 14. FCt2 N,L.DET+vLS tkM1715roN&, AND t OROM.STEE3.' MOVE TIRE L4£ SEE II, 3- DIAMETER WUP t,OLE TO BE LOCATED TO STANDARD EX -)131; .{N1r3C.' pRAy1 5LlBI!&i- TIATEWL, WE FRiL£ PRf" 7• +P4 X 8" SMORYN OOWEtS A7 MAROoIIMATELY 12" C -C'TO M PLACED - N' N.L.-MEAS� ADJACENT fi *X12 ", PtAST1C'IIAHOWA4iG CL07H'a" ,NN 1X4 C:U- VMRZE•R STEEL WAtE,tialrMW W>R f0 fWFING CONCRE 3£ TO Pra'EVEHT W4ET){t 13.0.1" IRIMDOZ8 4 ),E$H.R4R0WARE. CLOTH. AJNCtNOReO FftILY TO Tiff QUT50E W M/ a' LIE STRGaIU1I -, Y- al•3.4 FOR A1;TERNATE- DESIGN. - QARS'N BARS H BANS Y No.. REQ'D, LU TO rD. REGD, 1.00TH NY). 1EG'D- LEHOTH 4.1H, . Y,61_ 40TH) I y-0" 1 315: H-1 ^4" APPROXIMATE QUANTITIES 1=QR MINIMUM W DEPTH INLET 'T lXffEii ?JON L SEE NOTE' RETW RiCK4 BTF i. CPt1GREtE- p� CCtiCR£TF. Lart. . Cv: Yas. tbs. Ctc Ydr. LAS• 3:N' • ZEROTH A 3CC ••._ -_mat 3.89 TO BE AWW FOR EAI(i ADDITIONAL E00 . H ., - COtK;fTFTP STEP). CCtiCR£TF. STF.F,I• Cu. s•, tbs. Ctc Ydr. LAS• -. 4.3,X 4 ZEROTH AHO ACTUAL pweNxlat+s $KK! 1E DETERMAEO BY THE 317 CANI TOR 1 F , RAQ R01N IFJ- DE:QWX7701L1' A' -0" . 0.311 64 2,2 EN -i, TIE: Ct)St� qqFf it)Rtag}�gIG AND KA:Yi(` KL M4IXOEHTAi Yo. s1+Ai'u40: b TO Be STANDARD CURB DROP INLET 12" - 30" PIPE : DEPTH (H) 8' TQ 20' V1RAO MPATtt$'NF Of IRAPOI"TAIVU ''. . 231 302 01- 3A.36, 3C .-FOR DETAILS OF 44LET EXPANSION KEYED JOINT CQNS7, BARS #01NT Brl BAR C € I, DEPTH OF P€ET INTO BE SHOWN CH PLANI s + WiuWl,&M DEPTH 90 TO SE 6'•4 ". NAY.tAk,+. lt TO 8E' 201.•01. FOR INLETS LESS Ttim COYER OF 2 ": 6' USE STA10AM ' 01-4A, 48. A4) 4C.' 13- ALL REA,FORCxiC STEEL TO BE CUT CLEAR OF ' HAFRS 0 AIL Qfe1IH75 OY 21.1 21 THE "N" DMENSSIDN SHOWN ON THE STAWARDS J1 AND SPECaFEO ON THE FLAT "y AVLL BE OUTFALL 11, CAST -H PLACE CCO�NNCCRETE iS TP FS CLASS A3 BE t2• C -C PW�vO r-. THE INVERT OF-THE . E t0 i}NE TOP OF, THE 3SR,)CTUM. f3ai)0 AID. PREOV. CONCRET IS to 4000 PSI. FEAR{ SH "tX1,II.NSIP0NS'ME APPRQXMATE ONLY FSXt'ESTWATYiT1 (1LACPaSE5' TP5E ZEROTH AHO ACTUAL pweNxlat+s $KK! 1E DETERMAEO BY THE U. LEAX:TH OF ROT ILL WILL, 114 EVERY CAS£, M_ SHOWN OR PLANS. CANI TOR 1 F , RAQ R01N IFJ- DE:QWX7701L1' A' -0" . U,IF UY FLT IS CONiT&i CTCD IR MEDIAN II OA S. WtL)i SPECYIEQ ON LIB: AtA45 TS I4yq{ T Ci TO BE 58.4'm W AaOROAS" M H 5T ;WMAV0 6 'Wit" e4TEGRN. C,AIH,GUTTER is TO BE OMMO, ISU OCTAL WITH STARDARR. Of- EN -i, TIE: Ct)St� qqFf it)Rtag}�gIG AND KA:Yi(` KL M4IXOEHTAi Yo. s1+Ai'u40: b TO Be 4A 48, 4C), . MATERIALS It R4CLtAISiO.XN Tw as PRICE FOR- TNT'STRUC!IKEA Ta, FF aP71ORrl CONSTRtA;t:�: J6Pff IS USED 17 I`' 4, H TIME EVENT TIC NVER.T IX THE 0411 L rlr.;rlr"MIY�'ilYYrtililN IS> �MNIMi ■ ■■ /M�i�ri�ifirM��M�YA1MA111�M 751 FOR PLAN YEW OF MEET %E STANDARD CI-4A . WA,L'Ot :nAMO WITH CEWAT -WRFAR TO PAMNT. ST.AHMOD OR, POkUNC GF WAT R :::.""1.: N THE ST)?LM1tt.' THE COSY CF F I. 6;:1WrYY�irYil�rWYtAlI v40 PLAJAyP Alt MAtrJN00 WOL)CHTAL TP EACtf TYPE. FOR iN ETS OF C9 EATER DEPTH E THE SNAP /tG R.. TO BE Lkkwfo III TIE 64 WFCC FOR THE S`iRJCT1WE. tit) OR 0NgcR ,SLOT ifI,,) v4Gt�a�I+TS, StWW+N PER FOOT 1AW IE Pt>d D. ' RE MY . 6, STEPS 'ADkE TO h5E PROYQED. FGR fX:'TAA.S SEE 1 ETE.R STAt, ARO. ST•L r Palrir 17. FOR NiMER OF BARS MH NEDGRED AND R T, : i9002UIIIIIII>r 7• +P4 X 8" SMORYN OOWEtS A7 MAROoIIMATELY 12" C -C'TO M PLACED - N' N.L.-MEAS� ADJACENT STAT'Y77A14 p =.4A, 48, 4C, f0 fWFING CONCRE 3£ TO Pra'EVEHT rY W M/ p {?MIa1iMt��11wKIKAIIK/wMMIIIIaW Y- al•3.4 FOR A1;TERNATE- DESIGN. 19, FCR ALL DETAILS, O4tl'NS"$; NA R£P4FtXR4X14 7 STlEt'ADOVE TSa5 4.taE, SCE5tAN0ARD G ^AA, 6. 3" 4V4K tER WEEP 11q,C TO BE IOCAFED TO 48. ARA 4C. iNINM1K11Mi1�I •__-. 1 (kaTH It QR aALYANtZED' $tE£t WARE iR+ARIM WIRE 24. PROVIDE SAFETY 3tAtY3 WIDER SPCCIRLO Oht TIE Fth`tS. g Ek1AAETf71 0.IIS" 14ER' 4 ESN HAAOWARE CLOTH AN D fMtia.7 TO 115E QN1TSXlE _ t 'ACE OF THE STRUC IRE. w T3 . 3- 71 ��, OARS A ru__.- ._ -A-Z 3 .3& i Y•- 6 II-- O -- .- " ,O 4`- '^ 4 - Q f3 •r.r.rlarr 0 Cllr 3 • 3 11-64, --"-P _- ___,._---- „- ...- __-, I. f 3 1'- 4 4 Db i I9iTJP' VI-2E t _ _ HAROWME :. BARS F CLOTH WEEP BOLE, 1 SEE NOTE 8 4 STEPS.'SE 'NOTE 5fA�, 8' } l SECTION AAA i�-"H -_ ... KEYED CPNST. JOINT L ^vAR1ABLE - MAX. 20' WARPED 2.,0.. 8. 2, -e,. 6.. S,_0” 2,•- +~fi'..2' GUTTER _ tl APPROACH M•�•� -m� tSARS A GUTTER _ a, n ` .{ti ^� _t A -1 E��, tE-_ ' r I ; HAIRS F ``- BARS E Lr. w Qi BARS E #3" DIAMETER I WEEP HOLE , BARS D FRONT ELEVATION 11 8•' C BARS F - ( TT H M Y 1(fx sX' /4° BENT PLACE , SECTION B'8 a - f a TYPE A NOSE DETAIL SHALL BE USED WITH CG•3 & CG-7 STArIDARD5- `A fa" R �•-- L2 %i'X2 % "X' /4' '� ' • GALVANIZED TYPE D NOSE DETAIL SHALL BE USED WITH CC ^2 d CG -6 STINOARO$, TYPE A +TYPE 6 '-" f;" % 4" STUD SF{EAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON Ati ANGLE OF 66'30' TO ANGLE IRON AT 2,C -C. CONNECTORS A)SO IS ' 0 HQR WITH t" STUD SHEAR WELDED S T OE ANC E4 lz X S NOSE DETAILS tI'£LOEO TO SENT PLATE AT 2'C-O,, 7„ -"` APPR. PAVEMENT 01 -3A r,L •1 OI-33 �„� L � OP 3C I- L ^' WPItPED PAVEMsN}' I 1 - FLOW FL(}rw 1 EL.zW I "_ ""`_ ^� I I 1 DETA(L WHEN USED FOR USE ON GRACES ADJACENT TO CURB FOR USE R4 SAGS WITHOUT GUTTER GOTH SIDE$ TO BE SYMMETRICPL SPEC ROAD AND NIRiOG0E STANOA?OS _REFERS CE STANDARD GIJRB DROP INLET REFERENCE SHEET 1 OF 2 REVISION PATE 1Z "Qt' PIPE- MAXIMUM DEPTH tM) + $' 233 104.09 08/10 VtRGIMA DEPARTMENT OF TRANSPORTATION 302 �. t e roe f I1 N 1f" ii .. ' A °' R ` /,f. R. I I fl TYPICAL SE''TION (metSIONS MAY WVtY -W)TH MANUFACIUHER'& Oesch) NC,.6. GALVANIZED STEEL. STEP I. -. ST -1 404. GRADE 60, M'WORCXNO ROD Et4CA-SEU Iii A CORRT)S1SN2 RESISTANT Rt aiyT£R dA. QTH &R UATERIN:' APPROYF-TS 6Y T"' EH6 ER, i�t45N(tN RAY VARY WITH MALICE!( FtXi[i!`$ DE , ) �___o MAT COM510H 1 TAN f R 1001 R i E INfORC y Op � OAL SECTION i ALL STRUCTURES WITH A DEPTH OF QTIV RWISE.KOTED ON T14C PLANS." ) E 4Jy „ FROM HiS!?6 FACE OF DE 'IV C -C. MIOMIRA FORD£ 300 PO".S WSIEN FAC£•OF THE 5I T. __FSK�ro. iu ult `kLY _Afp )I N , UNFORMALY SPACED FIR(' 7H€ N% i7E.AT}t, c>t FNY M1 160 ,. N PRECAST U1aTS STEPS.tMA] BE CAST IN PLAG kitTAREO too tlOLES,PROYKMO QY Tit .FABRIC,ATOR,OR TMIM,4, IAN”. OF 3" t`.LttBEOMENT STEPS OIFF'FRLVG IN WAN" NS, CCSNFTOURAIM OK MAtEWfiLS fA1bM THOSE SI'O"1 MAY .ALSO BE USER MVIOED THE'Y.WET THE :WN11 tlD REQt� Ni11�Mr. SHCIWN HEREON AW THE - CDNTItAC'TOR HAS I5HEC TF5E EINC�TEE:F? W{TH DETAILS AN0 .i:£RT 0 sr.R^ .Y 3 TIT T£ r,tRRTS RF 1� PROPOSED 31105 UT£ N2lI Iilij CESYED WRITTEN'APPHQYAL FROM THE ENT449ER FOR THE WE .st{ctt STEPS: STEPS ASOUF: PDT PROVIDED �iS OSh9?l t'd SVRFA'-5: ALUh6411M STEPS SFPCL BE-FADR ICATEO 94 ACCORDANCE WITH ASIM 922t ALLOY W05-TS THAT DTEWIA B �un4S�tAAlSNIF_ ADWITH TUM.OLVEN7 YPEWTOS LM C A COATG CO FORKW TO F AL. $EG G "_>,r�^'' ' ALUMIfJUM STEP SPECIFICATION TPkTC jMT ? R ROAD A S AM)AIG5 VIRGINIA MPANRtMWI VF -TR)V S ORIAJIGN REVIS!Qtt OATS ET" F Of t M,09 ' VI 4AA. 461f..4CC I VAP`i 4 ^5 ti4 12' C -C gpi a SECTION A -A NOTES I, DEPTH OF P€ET INTO BE SHOWN CH PLANI 0. ALL RENFORC4NO STCEL SHALL NAVE A MN, WiuWl,&M DEPTH 90 TO SE 6'•4 ". NAY.tAk,+. lt TO 8E' 201.•01. FOR INLETS LESS Ttim COYER OF 2 ": 6' USE STA10AM ' 01-4A, 48. A4) 4C.' 13- ALL REA,FORCxiC STEEL TO BE CUT CLEAR OF ' HAFRS 0 AIL Qfe1IH75 OY 21.1 21 THE "N" DMENSSIDN SHOWN ON THE STAWARDS J1 AND SPECaFEO ON THE FLAT "y AVLL BE OUTFALL 11, CAST -H PLACE CCO�NNCCRETE iS TP FS CLASS A3 BE t2• C -C PW�vO r-. THE INVERT OF-THE . E t0 i}NE TOP OF, THE 3SR,)CTUM. f3ai)0 AID. PREOV. CONCRET IS to 4000 PSI. FEAR{ SH "tX1,II.NSIP0NS'ME APPRQXMATE ONLY FSXt'ESTWATYiT1 (1LACPaSE5' TP5E ZEROTH AHO ACTUAL pweNxlat+s $KK! 1E DETERMAEO BY THE U. LEAX:TH OF ROT ILL WILL, 114 EVERY CAS£, M_ SHOWN OR PLANS. CANI TOR 1 F , RAQ R01N IFJ- DE:QWX7701L1' A' -0" . U,IF UY FLT IS CONiT&i CTCD IR MEDIAN II OA S. WtL)i SPECYIEQ ON LIB: AtA45 TS I4yq{ T Ci TO BE 58.4'm W AaOROAS" M H 5T ;WMAV0 6 'Wit" e4TEGRN. C,AIH,GUTTER is TO BE OMMO, ISU OCTAL WITH STARDARR. Of- EN -i, TIE: Ct)St� qqFf it)Rtag}�gIG AND KA:Yi(` KL M4IXOEHTAi Yo. s1+Ai'u40: b TO Be 4A 48, 4C), . MATERIALS It R4CLtAISiO.XN Tw as PRICE FOR- TNT'STRUC!IKEA Ta, FF aP71ORrl CONSTRtA;t:�: J6Pff IS USED 17 I`' 4, H TIME EVENT TIC NVER.T IX THE 0411 L To BE YM 'ALL SPLICES IN DABS Y TO LSE A. OF 40 Ote1}IETERS (201), TAE IS MITER PAN Tic BOTTOM OF THE .. S'SRJCTt}R[,t,T�ttE INVERT OF T14C STRUGTIARE 751 FOR PLAN YEW OF MEET %E STANDARD CI-4A . WA,L'Ot :nAMO WITH CEWAT -WRFAR TO PAMNT. ST.AHMOD OR, POkUNC GF WAT R 40, 4G. N THE ST)?LM1tt.' THE COSY CF F I. 14. a.N7'litRES Stt6WN ME FOR DNRta`JM f"REFS Of v40 PLAJAyP Alt MAtrJN00 WOL)CHTAL TP EACtf TYPE. FOR iN ETS OF C9 EATER DEPTH E THE SNAP /tG R.. TO BE Lkkwfo III TIE 64 WFCC FOR THE S`iRJCT1WE. tit) OR 0NgcR ,SLOT ifI,,) v4Gt�a�I+TS, StWW+N PER FOOT 1AW IE Pt>d D. ' RE Tta AMOUNT' OF CON[•RETE MA? STEELF,, . 6, STEPS 'ADkE TO h5E PROYQED. FGR fX:'TAA.S SEE fxsPLACea 9Y APES fN15T . REO+lCIED TO ETE.R STAt, ARO. ST•L OBYAgN iRVE gvA*N ims, M' 9 B, THIS HEM VAT M 1'RCCAST ai CAST- #1•NLv,E. 17. FOR NiMER OF BARS MH NEDGRED AND R T, : LENGTH 5[E TAO,E OFgVANT1TIES FOR 7• +P4 X 8" SMORYN OOWEtS A7 MAROoIIMATELY 12" C -C'TO M PLACED - N' N.L.-MEAS� ADJACENT STAT'Y77A14 p =.4A, 48, 4C, f0 fWFING CONCRE 3£ TO Pra'EVEHT I& FOR I)MRIFIION'NQ LOCATION OF DwMK;N :,k:TTIAWNT,'N LIEU 06 DOWELS A 2' X 4" tIPTCH MAY BE PRD'IM SEE ' STANDARD L SEE SIM.ET STAWAiO 01.4A 40,40, Y- al•3.4 FOR A1;TERNATE- DESIGN. 19, FCR ALL DETAILS, O4tl'NS"$; NA R£P4FtXR4X14 7 STlEt'ADOVE TSa5 4.taE, SCE5tAN0ARD G ^AA, 6. 3" 4V4K tER WEEP 11q,C TO BE IOCAFED TO 48. ARA 4C. CHAIN SLR'SASE MAIEfUA,.- Wit t10jJ�,: N'tiH 12'7F72 ". AtAS1IC I4AROW/.R� `i+E5N 1 (kaTH It QR aALYANtZED' $tE£t WARE iR+ARIM WIRE 24. PROVIDE SAFETY 3tAtY3 WIDER SPCCIRLO Oht TIE Fth`tS. g Ek1AAETf71 0.IIS" 14ER' 4 ESN HAAOWARE CLOTH AN D fMtia.7 TO 115E QN1TSXlE _ t 'ACE OF THE STRUC IRE. I a ATFlA14 Gi K R i A11 d SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM BI DEPTH eINLET SCHEQ I OFEREINFORCING ' STEEL TYRE k01C a st CSk4G 2ETE EMS J ' HAFRS 0 BARS Y DI- tFi. F7, L65. GU. YOB. 80. LEt4OYH R(,:AwD HO. RE OWED ZEROTH Na, RECAHRE4 LENGTH 4AA A' -0" ''t4 4110- v -q" B66 '6.Bfi 4XIH ♦y B••U- 41Fi8 S'•6" litl N•F-A•' 4CC B'•01 814 6:87 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH (H) AND /OR SLOT LENGTH (L) )I i CCHGRETE *IM m-CII S1EEk..- CU. YOB. LOS. CU: -IDS, L05. 79 4 WITH- 'J" X VO ST P SHEAR CONNECTORS 1 WEIaaEEf� TO BENT PLATE AT k•0" C-C. - o.479 64 4.22 2_3, s GA. Yda 84 _6.22 - 1_ __ ROAD AN(IBRIXEE.Sr[ANaARaS ST:4F `II.,•!A�+er,/ iAUF \LJ DROP INLET k SHEET I of I 14EV,$ON OA1E 38" -' 48" PIPE- DEPTH tH3 8' TQ 2.O` aoa )O4,Ff Vt"JA %i'RTMt:NT OF TRANSA10fRATIGN EXPANSION NOWT - - - - -- /"°BACx f)T 5WEWALK 8]C MW N JC wt MAIII ____f.- - ._.._._.- -. - _tWE1B BEFORE ex I'0» SEE Hi1'oftTEFtS A-t k -SCE 5TANOARO D-2A `� GALYRW?4 r}" Bp 5" C-C ^Y (/ itlR GNRfE OETAtiS I _N.4 BARS A44 WE 050 4 OARS A - I - . . rYP{vAL . ••{,' - sr`M . K," C-C IAA I-+•"--C HMS R Q - I - c j w C -G^-" In x° BARS A- - SAAB F - FA# Epp �siTT CkatB P TA7 E 4 T —_ -- GAtV'N,J,ID 71_`_t _ • i s' •n•' L11 - ,:.- •.. -^..� FOR 4ETAI.S OF GRATES 1 fi'MAX. SEE at-2AZ$.ZO ,T COLLAR a- a,_B,. 1'.4.. 2- 2._G,. BARS 0. f -- I f' 2:4 "X2 L .•-A �I � GALVANZ vi -27?. 2E, 2F f QQ I f E 1 A-A t;•/NtUtN _E _1AA%24• `- '�,,,Q W' C -C N A U ._....4• Q HARE H UARS a P `" ^ -HAfCT Ei /•0 !0'' C -C c B" G ^C �a �.. .. f S4'MhFACr; BARS L 6 O'• C-C GA_Y. li��7-__ _ 't- 6A44 G C - 1, , -^x GI)PCCREASE TO -.- 11J //' � k y J 1. ', m 10, INLET I I studs o 7 .-.r T,IEOlAtiS, 9 6•• C -C B i I 3" aAAfETER B SECTION C -C WE I UE NOTE TEE0 11 SECTION B.B X ' J 1 4" i 4" 5 X! a // Ia t(At . HENS PLATES qp� FRONT R ELEVATION n ' 4" ST k LO FX•2A L Tx-2E L (X-2F • �,• t :!4 ", v i,NGf.E Ie 'f t - I T` 'I t �t AT 2 4•G. WARPED T f i_ 3_ N I TYPE At A« TYPE s I I -i 1 r } ) I- NOSE DETAILS I I t 1 F4t',N FFF 1 i F 7YPf A NOSE DETAIL SHALL 6E'O7E0 WITH CG -7 STAti6PF(D. F - -t ( t .° -1 ! ., 4 TYPE U NOSE ttE TAA StrAtL (# USI,D WITH CG *I STA'Q'ND_ 5.... cALY - ALIT£ FOR TYPE A'FO eE ON AN "LE -_-._ .__ FOR USE N SAOY OF Gi' AtNO WITH 1X4• STtp FOR USE OR Cft"; .- SHEAR�CTORS WT31.DED Ta NT AT: 2(C'C. 64Tt1 &'s. TO RE SYUI.W,1RIf AL 1E STANDARD CURB DROP (NL�T � ROAD AND BR*-;F STA) MO3 2s3 30" - .48" PIPE- MAXIMUM DEPTH (H) - 9'' IttvSIQ1a DATE SHEET' , QF 2 1q2 V,RII"ARThENT -Or TNA2RSIWTAT" 1!}4,06 (>;- v" 2E, 2F FOR rAA.S CN- H0.F:r FRAME c C6v°�R SEE sTAIS)ANa IC-2. _ TABLE OF QUANTITIES KPAN 7 E 5WH Saw I rPE t CONCRETE REINFORCING STEEL �• HAIRS G ..--. BMX CIF S'DEWAt,K ^'� EXPAN510f4 JO"r ` o WITH- 'J" X VO ST P SHEAR CONNECTORS 1 WEIaaEEf� TO BENT PLATE AT k•0" C-C. w BA`T" A OARS A -f- DAki D ums 0.1 I OARS 0 BARS O -1 BARS E 8A?S F 1LVe. OARS M WE�OHF b.Y - . Ft GA. Yda No _171..' n t4 a iiWiF Na- LI" F t Krt)TO LIA. F4F I. -+t 'Ho VA. Ft. 0 No, E;n -F4,;i Its. Un, Ft.i No, Lfh Ft 4 �, f,tn, Ft.= No. 11_11 Lba - CG•a Ira CC•7 STAAOARO$. TYPE 0 NO5E SE DETAIL SHALL 8 115£0 W)tN CG -2 AX _.__1 t'1 ^FO s. t • _ 4,52 _ t •. S 8. 7 3!_2L, '• t3 6` -$" t3 ,. . '- - 12 5' -8° f3 f` -d" S2g '1 BARS F f 9 D" 4,73' T 5,-8" 5 7___ _4" 7 3 2" S 4 ] to <�6" ti 61.3" 73 5`• • 8, ._D., N -A" '1 S 6" 12 V_8," 13 N -O' 35 R T, : Q'- & . 5,05 ,6 t " 6 - 7 _ 7 k'• -° f3 _-__.- ly'- " t 3 1 _3 3 3 _ t t 2 I 5`•13" T3 V -O" 3- 71 ��, OARS A ADJACENT TO CURB ._ -A-Z 3 .3& i Y•- 6 II-- O 7 .- " ,O 4`- '^ 4 - Q f3 4' -NA" 0 ,, ,• 3 • 3 11-64, t 2 5 • - &" f 3 1'- 4 4 Db VI-2E to d` 5,68 1 5-S' S t3'-C,� 7 ]'T ?„ f9 4 s' to 41•d' LT 13••6„ 11 s 8" .s 7• tT- 3 1 s tz 6`•13" f3 T -W 441 a. Ji I. 11, 1c 14. �: _ --- 8.04. 1 ..g .�.,6 B:L__ ._'.Emil. +1 -. 7 *1 13 4 .3, A,.6+ t3 ,. " 11 ',_ :1 3 �G 3_...I _ 12 - - " 13 F-O" 47 U-1 k'I' -0•' 6.31 t °' S 17 7 PP4N''EE iIO r.s tq• QI t 3rRVCtwa- I, a x a- Iw I-I ..(,K -1 Nw�w. ul,r wsTN£4 rtf.•a:. wv H' Ca,[ 4cY •2• w C !p aC E4K1.0 F a:L SAC rA Ni -Qry: 1'e Aliiu•! 1p MA1tM. CINgwtE tQ Fsa:YLN H. STAWARD M(is MOT �� CC4 vxpctIO Wit, A}YM1O Y f# 'Kt i�lt (BtNA(A4�F 2S t'- " 13 6`- " 73 W- wk 3 V KE t Ar 4ti (11, /f T., P.1 YON I,C mm;c ` t. CATF tQACaI,IN k 30 PC 4L x Mriol£K :(111Th *, P4 w am. 3 t 9" L 1i I(OM AW lutac: s1,NOAxr3 13 t •0' Sft J=1 tiACI+A MPMT10a OA TR.NGP Y,TAT*. t8• -0" B,a2. T 5_ 8" 3 Fd 0- 7 S 7^ ZI 4 1' to 4�•¢" t3 6' -8" . 13 6' -42, 3 E3' -_tl"_ 3 _ t -61' 12 b'•6" t3 y •9 '3Rd a'' -6" M 6.94 1 'I I. _ " 7 _ 31 , 4'• " 13 t3 3 S 1•• 12 13 Y-0 ". f 0'• " 4.73 f '- ° S '7 ? y4t, 2 :. " 4 - 13 61-W 13 "'- " 6 - 0 Y- t2 5'• " 13 1' -0" 353 8 0I f 51- 6•` b 4 0" ? 31_2.• B 4'•3 °to t'•8" 13 6 *- " 8 13 _3'-8•' - 8 `•0" 6 t 6" _ 12 5 '-6° t3 i'• ' O 3 lab I 10' 01' _SACS M 3.3 g 1 � "` 5 111-O' ._ - 7 - - - f0 _ ,...4 1g" 4, -��: to -_,_. 6'- ° 13 51'• 6 _. 8- _ _ i 1' B' -l1" _ f S 1'• �T 4.".�... 2 . 12` -0" 3.66 1 S H" 5 L3'-C^ 7 3' -2" 14 4` -3" to 4' -8•• t3 b• -6° t3 u -8 • 8 A• O' 6 Y-6•' 12 51 -6" 1] 1'-0" 488 Di •ZF 14'•1 _ a .013 i 5 8 9 0 7 �`rx"._ � A'- 4': _ _).so___.4 t3 6' -0" _ t 3 8i1 3 __. _E 3' -0" -_ 9' .�.. P•8" _ f .�. 5' 13 1'_"O° -'S'• -,..5 _ _ .7,_ ,• y - .' ; - „ PP fl .3S {'- 72 4'' 4'• " 13 b'-8" 13 11 f, d': 12 �� -8° 13 _ d' 6,62 1 5 • -G" 7 ' '- 30 4' -3•' w 4'• - 13 1- " ' t3 •= 6 7.- q, 6 ... .- ._.- ._70`:.0" _6 -94 1 S'- 6"5 2l.,0µ' 7 3' -2" 30 4' -T "to 4!-�k° L3 13'•6" t3 B;:.Q;', -_ $_ ..Q.''_.� "__ a• f'III S2 y- �R"• -- 13 1�O "_ 3{ . NOTES 1 DEPTH W F7 E F BE LOCATED TO 0 NG H OF `E N 1 TH OF Ai E! !N2 TO 8E SHOWN tkc ftNvS, R- 3" CAIJJ. ER WEEP fit}( 0 I E T ANCRON AS SNOW OH SHEET ORA1N SUBBASE MATERIAL. tYEEP W)TH OF 2 IS TO 8E Lt'I$" AT NATO L65,lFT,: 2- SHE "H" OItDENSfOtN SrDYtH ON THE sFNOARDS 12"X17". PLASTIC HARDWARE CLOTH f 4`r isH ANA SPEC11I ON THE PLANS WILL RE OR GALVMWO SrEEL'Wvwt� WIRE 15. AIOENOTES LENGTH OF ONE M BAR. NtEA.' r v T 4 HARDWARE S.1R£0 "ROM THE K' FAT OF TT OU FALL OM)�TER 0.03" Nt11t�R . L kSH Y f9 xN NI 13U PIPE 7H THE TOP 0 THE &TTt[1C CLOTH MTRUCTU F1RW. TO THE Oftc� a TO a OP T - Alt. !E. F ABS B 6, PLAN `.'1N" Ut1$NNSDN.4 ARE APPROXIDA7E ONLY OF THE STRUCTURE. FOR ESTIMATING PtRiPOSE.S AND THE ACTUA1 20. CRATE TO DE INSTALLED SO SLOTS 108-1, LXR£CT 01i, tNSNQNS SM1ALt- OE OETEtiAtlNEO [iY 711E B. Ait REN+I'OftgNO STEEL SHALL HAVE A NAS4. WATER TOWARD Tt1E INLET THROAT. 4tjNTRAC70R tTT01t flEtD CONexYIDNS. COYER ()t' 2'(. GRATE WuST BE AV RME abGHT HAND ORATE, SHOWN) . IS SHOWN), WHEN SPECIFIED t 1 T T EAR OF E a FEl1 (N4 Tt� ALIBIS � INTER 5 fO RfNN STEEt R � CU CL PE ALL REPFO G 7p B£ SHAPro N AGCORONV`CE WITH STeU'DARO ACL TES BY 2'1. .. 21. MtNWtA4 HE041 WHEN PW1E5 ARE LOCATED tttiOETN LS-i. THE COST OF FURNISHINC AIRS PLACM ALL, EXTE"IF -0 SLOT OF INLET. IAATE:, s NTAL' TO i STVAFIlC IS TO '9E 1C CAST_1N PLACE CCNCRETi IS TO BE CLASS A3 NCtl2)ED IN T<NE' D44 ARICE FDA THE. STRUCTURE, 13000 PSU: PRECAST, COICRk,7E IS TO SIE 22. INLET MAY BE USED WITH LARCER LOhQTl!)iNAI, 4OW PSI, PIPES (72" M XWW PROVIDED, HORIZONTAL 4, IN TI-Z EVENT THE NNVERT OF ICE Ot TFALL CLCARWE BETWEEN. ADJACENT PIPES IS ADEQUATE FIRE l° HIGHER THAN T11E fTOTTf%N OF Tt4E (?. LENGTit OF BIOt (L) WILL. IN EVERY CA°.,E, BE AIRS tlil{RND RE7GHT ENS FWALS PTP' OVAOTCO PLUS STRUCTURE THE INVERT OF TIE SiTKSCTtY'tE ,°i1KAWtI ON PLM6. 21 -I1 "- . SHALL ESE SHAPED WITH Critelli" MORTAR TO PREVENT ST P - OF A TANDM INTENDED CURB AtWXNfi OR WATER 13. S A TES FOR USE 54 C IN Tk� S'f - T "qF T Q AND U COST AID ftCTIJRE, its COS FUITtISHN CUTTER SITUATIONS tLT, AINO DENTAL TO AP94 A.L MAOINCL T I ht NE SNAP S T � Of� INCLUDED I't� N. STANDARD T MAY Be 8£ C TRUC EO WIT THE S DE R4G O UO D 1Nf @D AtW ME T$ tY45 PRIDE FOR. Tt1,E STRUCTtA CONCRETE BLOCKS I4 ACCORDANCE WITH TIE' OET.AA,S $HCWN'OH STANDI DRAWING Ot -AIR. 5. STEPS ARE TO BE IPROYCEO WHEN H IS 4' -6" Oft GREATER. FOR DETAILS SEE STANOAAD ST -L 15. TIPS AREA MAY BE EARTHII W Wt11CH CASE SWILL APPLY ONLY TO 8. TIll5 ITEM WRY t)= PRECAST OR CAST•tN- PLACE. L'�B hVD G 't'T('R. 7. ,1Y4 X fl" SMODTtt 0.0WEL5 AT APPROXAIATELY 16. CONCRETE QUANTITIES StIOWN ARE FOR DEPTH 12' C-C TO BE PLACED IN ALL AREAS ADJACENT IW Of. WITHOUT Pa'r..S, THE AMOWIT TO ABLItTt?V', COMACTE TO'f1REYENT IMPLALLO BY PFES MUST BE OfIDUCTEO TO ETTLEMENT. IN LIEU OF DOWELS A 2" X 4" O8TAE1't TRUE OUAYUTtES• FOR IRLETS OF NOTC1, W,Y RE PR(WM ) T+FE STANDARD OWFEREHT aEPT114 ADD OR SUBTRACT 0-65 TvM,3 4 I ALTERHAT€� DESIGN. CUBIC YARDS OF CQH.WM FOR EACH FOOT RE DEPTH,, NYDOT STANDARD CURB DROP INLET AGE) E RUAD ANU UR"E STANDARDS 30" - 48" PIPE. MAXIMUM DEPTH (H) - 9' YIiG"A, DEPARTMENT DP TRANSPORTAWN 302 SHEET 2 OF 2 REY{S10F! DATE 104.07 134 -4A, 40. 4C FOR rAA.S CN- H0.F:r FRAME c C6v°�R SEE sTAIS)ANa IC-2. _ I HAMS F KPAN 7 E 5WH Saw __ REINFORCING STEEL T I ? GALVAN4TE0 PLATE TO BE tWNT ON AN T ANGLE OF 6 ' Ls a BE ANCHORED 1 -» �• HAIRS G ..--. BMX CIF S'DEWAt,K ^'� EXPAN510f4 JO"r ` o WITH- 'J" X VO ST P SHEAR CONNECTORS 1 WEIaaEEf� TO BENT PLATE AT k•0" C-C. w _ >� 1 - OARS C_� b.Y TYPE A NOSY MfA$ SHALL BE US-EO WITH HMS l'__ t,}.� CG•a Ira CC•7 STAAOARO$. TYPE 0 NO5E SE DETAIL SHALL 8 115£0 W)tN CG -2 AX 3,•13,. DADS 1 e• IArN_ GG•6 StAt#)AR43s. '1 BARS F f F�1-�t �-1 OARS a y! 3, GS // X'fi KI OARS H. - _ _ I II }° 4 � PLACE t( x" GALVANIZED t -SIR f ' A L • VAR( E • MAX. 0' T 4:- -k ,fi "xR• BAt?S 6 IY't� ARPEO GUTTER BARS A YY OARS C G IT 2" "I 12 1," KEYED GONSTE, J(XNT BARS 0 ,f� AAPR. GUT TER �i_ I.- 1 - _ WARPED CUTTER _w_ __ QARu F as - ..-. BARS E - i l " " T' FRONT ELEVATION VIEW . 1. . • , • Bpi ICVTTER REMOVED) " - - - •, ''�'� SECTION B -B a STEPS. s , i CLOTH �E WEEP HOLE, 0I-4A 1X-40 a•4C ,p SEE NOTE 0. t--�-7 t- -------_,_s�., � j }!jam a-, �°^--- '�Tt'1�f{ ) a - TkgW FcPIN FLOW 40 O.. x)48 *4 FOR USE Off GRADES 5.•1ty.. fPxrld oes io SYUMETRICAL SECTION A -A Zv 00T STANDARD CURB DROP INLET RE ERE "ASH ROAN AttP (#IDLE SrAFmAFOS SHEET 1 of 2 REVISION GATE 36•' - 48" PIPE- MAXIMUM DEPTH (H) - 8' z31 N)ar3 VACX."A DEPARTUENT OF TRANSPORTATION 402 t0 <,i5 TABLE OF QUANTITIES c.ta4e.4c . _ I HAMS F BARS A FAGS OF __ REINFORCING STEEL T I ? t '.•.• Ca•." _ __ - M'4•'e�- Ll-q A 2Q S Y ¢� -f _ ! `Nf..Q R r^»T..1"'1 -- �- -: '15.� CV 47 CR9X CONTROL JOINT CUTTER CRACK CONTRN JPT b.Y TYPE A TYPE B X4" GRID SHEAR - ��A -_.. l'__ t,}.� 2',O. 3,•13,. 1 e• IArN_ y. � NOSE DETAILSikEECTQR WELDED 0 ANClE 1 _ _o,z. 4't_1..W 1111 +a'uAx. PLAN e. Iahl VIEW '- 2., atgT+a rc•c f ' A L • VAR( E • MAX. 0' T 4:- •'. WPB. PART WMiPER PAVEt,(ERT 2. -O.. 4,,0,. 8AR" G � i` 8, ._D., � U '. .R., _A%- N I,- >.._.G ,7Y` .i R T, : Q'- p•4A - JA _?.12..-- _-..A''9_-_ U t� IT" I't f C _ - _�`^�^ 2� ,. t'' L-P__ vA. 2_ {_1y. -.1 - ,f r.: - 1 .�.. AR Huts Fa s E 2., DETAIL WHEN USED -1.- .H..k. - 'u- 4 A:r. Ik;',w wEEPwHUE B ��, OARS A ADJACENT TO CURB ._ -A-Z r'^- 6° APPROACR GVrIER WITHOUT GUTTER BAt?S 6 IY't� ARPEO GUTTER BARS A YY OARS C G IT 2" "I 12 1," KEYED GONSTE, J(XNT BARS 0 ,f� AAPR. GUT TER �i_ I.- 1 - _ WARPED CUTTER _w_ __ QARu F as - ..-. BARS E - i l " " T' FRONT ELEVATION VIEW . 1. . • , • Bpi ICVTTER REMOVED) " - - - •, ''�'� SECTION B -B a STEPS. s , i CLOTH �E WEEP HOLE, 0I-4A 1X-40 a•4C ,p SEE NOTE 0. t--�-7 t- -------_,_s�., � j }!jam a-, �°^--- '�Tt'1�f{ ) a - TkgW FcPIN FLOW 40 O.. x)48 *4 FOR USE Off GRADES 5.•1ty.. fPxrld oes io SYUMETRICAL SECTION A -A Zv 00T STANDARD CURB DROP INLET RE ERE "ASH ROAN AttP (#IDLE SrAFmAFOS SHEET 1 of 2 REVISION GATE 36•' - 48" PIPE- MAXIMUM DEPTH (H) - 8' z31 N)ar3 VACX."A DEPARTUENT OF TRANSPORTATION 402 t0 <,i5 TABLE OF QUANTITIES c.ta4e.4c . _ rtttA4i' PROJECT NO. __ REINFORCING STEEL T I 11K t Si01 Ca•." _ __ - M'4•'e�- Ll-q A 2Q S Y ¢� -f _ ! `Nf..Q R r^»T..1"'1 -- �- -: '15.� CV 47 _7!�_ :q, iE b.Y xk, Ft .l fjw { Ft: y,{, i- "f}jl i�,1MF(;%- N - TI.:3 t�'s1 _ J:4 -c ,;.-I - ��A -_.. l'__ t,}.� ak9..,._ 1 �2 ___ .. -. _R_ ='- -4 +`-'-- r - . �<V y. � 1 _ _o,z. 4't_1..W l 211-1 '- U- AT. T 4:- to ./ � .YI --- .- i,k3.... -_ � i` � U t 1 t� !_z;r_ .R., _A%- ,3,5,,-. '' ,7Y` .i R T, : Q'- p•4A - JA _?.12..-- _-..A''9_-_ U i ?L4-. ti., k,I10.3._Y .•A, ,. t'' L-P__ vA. 2_ {_1y. -.1 ,f r.: ' -Q'._ •$�_ Z_ I -- -A - -9,KL. -1.- .H..k. - 'u- 4 A:r. Ik;',w 4 i'. " ._ -A-Z r'^- .1t -._.f7 _ �_ _.4,1 _._.7 !3_.4 -24 .G 1..kIA_tt_-st ------ _._32:-._. _R :._ri 047 I . . E, -- uk - 0.L2„ 2- - __ C' 111_ _21tC.-.i:R. 11_.A;!: , -j:,&. 14.. „1C_I,ai,%4;:2.._} _W_17_M,t,11 -_ j_t__L•:.£..,. -5t Q_ .-d'm?'.... Jti"_ r• r , - a F z _21_t� .Z.. r' = Q - sz_.,- _-.L ..Tf!az �_uk r_z...i4..i, -w z_t.. ,t •'. . Z .:?:. st• J)1-. a. Ji I. 11, 1c "• -�.3te•- L?:i -_ _ _?,iii i_ B:L__ ._'.Emil. -m,. 41 2_.L_S..YY 22 4 7 Ik + e) >', 4 ,,,Y- i. �Y, 4,. . . ,.3'r9,, A A _, _,. -t1:__ y¢ ..tt '� 71m_ ._._ -.A u_!2k. 213 a 0 :_1 lc5:,0' tr.' .1..-,. -q•... w, _D r _1'S > n.-. _... U-1 �.�C' R- a rya^ , r.a 4 r.w• NOTES x, V. 'J. ¢ KAr -,Q 13'C "" of, v�..�: 5. `Sif': AkC IV 1xk f'0.J5(�YQ 1.Vt 1, 19 '�¢' u. lC!p,H Cf :3A! 'L! t(l[ ri EYIRT ChTC. PR CM.riR. [ql Of ?AA.Y .CE 1tAq+wS" Ft•!. i"o+° 9,r Iti- 2. `NK �r NKKNytCM 4NrtH Cr( TIE S,AY(H4(/S hW ,•,NT''�CCC..N,,E(U Or, I!C Y4 , a& " - I'- YAY { M4G.RSt Q't ,-It" I`— 01 X' it C, . PJrvSlq•., TW H MMi CyRa Cft y'A,tAyQ T1iC(t rI£ FV AY oN ZtiE arAh1 va wi �tk, nme (A(T'1(A Td a( ;I PP4N''EE iIO r.s tq• QI t 3rRVCtwa- I, a x a- Iw I-I ..(,K -1 Nw�w. ul,r wsTN£4 rtf.•a:. wv H' Ca,[ 4cY •2• w C !p aC E4K1.0 F a:L SAC rA Ni -Qry: 1'e Aliiu•! 1p MA1tM. CINgwtE tQ Fsa:YLN H. STAWARD M(is MOT �� CC4 vxpctIO Wit, A}YM1O Y f# 'Kt i�lt (BtNA(A4�F {[xPP1Y016�M{.(tC R6clll . K 6tU'i(S +i KL`dIDAnCC ntN Y•.; (y["y T}+A(C t CAAq(ACT1yI NTRY SS tXpiS• � J1 CN(" CAA'.VI �''';. a x- a""E1CA Ince rM ( TO tE ( w". 10 fS" i�xF�M.g0 ON FM R.n+5 1,4 --KAI 15 Oit+fi °�A4! -ESL YALTNh. NCp r/.I�S Yx � Styy Atgw uwr tlC C�At�.,a e'x9pr �Sf: A aC 3 N KG AYCE mSR TladhWx1• f4AGL. -rV1WRA(L "LORI ! K.It 71E CAE. -I krNe( XAS;tz' G4� TA f.'.,, t�E Cqq I (F f M.1 VSMbMA ut nt ov.zr. 5Ita YSwp, Wi M wpj 4ntfa %0 ruf((" W1FA,45 N(AF -VILE Q',)[ S1iIf'ttO !3 TO !E 6WIitR t}AS" N.LAl2A 4 bE'31 NAMNNQQ Wxi t, N- 11E Pt4`{ TMt IFt IT!P,O nf2. C ¢ :, Aa0iT f,R,- .Tlh IN Cc. VVC F.x UEi SnORe! ANE 1(A( Cf,OT« (. W T1L Ewer 013 AIYETI A TIE i L Of TfE ST NWf, NAC.r'1.1gv'tef.I t1S 4S IA wl" 11 c vA A Itue( "E Trau pptr/�_ a. 1& IKKddtil!1G gTTEL '}•A1i rate A w( �I( 1r� � 3((It)CI(+iL'ii{ gVfAI qT fvi SI9LC• MEA �' i•- CiL'x[/R�[NT [CC xpry Ot( St4,py(,f 014 SrwS!C YO 4Hxli K -1iTN CY k(+ITINi GUpt Y M cQKlf ISX, Y#s (001 OAEY(Ni I OR KWWaA53 v!(.SCa M. -, W.b30FC11:C S1E,t- 1Q K CPT MITI Of QP XpPi, ^- N 1, ,I l TIE i 1III TO i tl[ OFC %iY'T r'r a .N.qd}} .1 WI I1r.0E1fi,l i0 tT. t�EetG et p f{.CEL " A4 QKi.,,r Of( 0,40 I FII I'0 Thy 6 TO �[AED N T?E 00 a Mf -Tk YLK[ C{nfM! rt A SO 5y F(�159 AJ �Ia- V KE t Ar 4ti (11, /f T., P.1 YON I,C mm;c ` t. CATF tQACaI,IN k 30 PC 4L x Mriol£K :(111Th *, P4 w am. V. -A RTNt4(CN,A am$ to R(40. al STANDARD QVR8 CROP INLET 38" - 4 &" P }P(;; MAXISAUM DEPTH (H) • B• 1i I(OM AW lutac: s1,NOAxr3 )IN ''(Y'' '4 aA•TC Derr .1 p, k J=1 tiACI+A MPMT10a OA TR.NGP Y,TAT*. , o+.xi • Z Q (10 t -I O� Z O In CV NO C4 'm P0 Z a � J= CU W m (!i 0 to C) U ¢ M a © C 3 X: DU Q�_ .,,-r W � x W c ¢ 0 1L _ � O N KE cya ¢� p � 00 DO r` tb i N) .�.J 0 N3. Ovf) O G 0 s u r- a a TH 0 P P. �� 'I'll"," a YA vB IAN A. McPETERS LIC. No. 041405 F I 11y, IV AL AL 0 0 m ::E t- (_) 0 m Z 1•' >_ Ef3 co Q w° Z NAt 4 - < W V) n 0 U w W ♦..�..,1 V ! 4j I W 0 3: 0i. w• r 0 iV +i uj �, (.0 m _ PROJECT NO. 6 1 (K) I`) ,cj ° C? : -' 11 A CV 47 7E ;�. 4) w i; ) 0) A! 1 Ce Si M dirt �<V � (13 0 > U- I..L t .+.�+ to ./ � L + > � i` � U = cA 2 0 T_ XZ_ o U b°- U i __ DATE �, (/'��'^77 �� •qj Z 07 /26/1 3 .L PROJECT NO. 6 113038409 (K) I`) SHEET NUMBER C? : -' 11 A { ;�. 4) i; v, _1 �) c� r" c . . 2 � -0 F2 cd (N Lc; (1i __ ) __ I .1 'R , .ij "-) �� __. u '' �� - Ill <--) C.) 00 ) 0 A') 0 " 2 , 1_1 I � " Q) ul t; -z �� , VI "I , C-1 < 0 /, - oll V) 2 a_ Q) 0 i .i , ID 11 :.1 0 11 i� ~M 11 > < 0: k•; 0 ) 0 01 n 0 rj ��) � � fq If" V) 0 1 t"', _ __ _ , CU 0 Ex 1 xx 1_3 �_ of _Q) 10 i- 5 "a (it `11 10 C Q C, � 01 I_ - 1 f "I " E. _< ,2 , -6 ,2 - 5 0 �C 11 �z '!) 0 =- Q "Cl- V) I C 0 , III 2 .2 Q 0 (r W < _0 c- a Z, ,-. 0 x I >1 '2!? E �_. 0 C 0 z Q - C-1 0 11 0 _0 0 c- . C* :2 0 , 111 ,� 2 , 71 I 0 5:�' L 11 3z " 0 _c .., � _� �� - :5 C- Q 0 -a N 1: - C 0 w Q c_ - �p E � 0- 0 " cl- E .11 Q - 1.) 0 Qj :� q) 01 6 lb I 1:11 a I a) CIL V) Q .;� t� ,c. 0 I 10 _f. A! '6 -0 f- u Y, Q Ck_ 1. CA. ZY Q Q C T ;!_ � 0 1;1 'E 0 -7 , 0) -0 C, v � Ic - �D 11� Q �5 ". 'L ff, �a _C Q) E .1 w 11� C. 0 14 0 6 ,� 1 I I _v ro �, c "I 9) N I 0. " c .�?, (n .Q �Iu C, v 0 _Q_ Q 1) C.: 0 0 0 75 WE .,- , al �C ,� 1v 0 0 " .,_� E � C _1 () 0 -0 I . . _ ------- — -,--- . . . I I . I � I I . .. . . �, . I GENERAL 11 PON-1 � . . . 1L WIKW* "Al PIPE BEWING,StALL ISE v5a9 FOR ALL TyKs Or PIPE. CULVERTS WITHIN. THE. I WPLICABLE KWHII OF. COW:RANOE NOTED, *# IK.UTANGMQ.P.G.71 TO&LESI! OTaKWSE NOTED ON TtC. PARS. * . � . * wCaT OF Com LEA UREA raom Top or CmyERT To f,"5HEQ.GRA.VE_ 2. b! - . . . I I . . . . . I � . . . . .. . I . .. . . 3. b - MAVAT100 PIEP AS' SwWWON, PLARS:04� TO fIRM. DICh"a. Soft... TO . ... .. � . CIRCULAR PIPE I � ID - OUTSIDE MAW�JIER OF PPE, 2. d.. NSIOC.D�,AMETER Cf.PK, I . ,. .. . . . . . . . . 3. x - .WIDTH OF CLASS - I BACK, LL MATQUAL UEV OW THE , EXTREMITY OF THE PIPE. X . U* WHEM 0. IS, L', S1 THAN 3W'. X A W WHEW 4 II5:jr AND:Q"(w . � . - I � . 4. . . WHERE MCTED GY THE 041A DEW04 MATERIAL MAY K WMATED. FOR .1 NO RDUtK-ENTF _& PIPE ITEPT PLASTC..P9P ,, -Wr . zw AND tu$ IN %NMETIEWIRT" HEMO.Or 00vtom WoR uq . .. . I , . . . . ..... �. .. . . . . - . . ' * TERI& � ALLFAA TION TYPES:F?A ARCE . (EXCEPT PLASI I PIPET 3O` 40 5,, ACKfALL MA , VU LIM CLASS I BACi(F � A "': fff, , . I ,�L MATERIAL fOR LE114r. of Pmty" WIT." t"i".11 coyell WOR mzs. . . . . ,.. . .1 - I .. . .. . 6. MONO MATERIAL AND CLAY. 145ACKIFILL MATMAL,*MAY 81 fILDANATIED folt SHmm � . � . . . �.. SLOT *4�T MwW OUTLET FW".VqTA TIONS: - . . PIPE " . � . . . I ELLIPTICAL. PIPE .. . . . . 1. .. � �. . . . I— t 81 - wrsm, SPAN Q_wmstcu cf. fn, . 2, S 2 - *V= SPAR OW,NSION OF PPV* I R - fu Irl" IMF Fallom" fw. P%K � 4, X � WWTH OF C IRACKFLL M F SS RK 91�`TOND TK.EXTKWY 0 THE P.M. . . . ...... . I lei TED - TED 5 mmew Off EARTH BY TM . . .- LESS AM HEIGHT OF COVER 13-011 1,�W,- I NORMAL I" FOVNEAATI W wv6ms wl oft 0,..RE% MAY BE US% IN EW CLASS I BAC)CM UATIEMAL FOR L �JAFI. 8&n UATERIA_ , IEM . - . F. . � ALL DkV YPES FOR ROUTINE. E ANC WHERE 52 IS. JWORAESS NNO T I . . I . I.. ... K)ORT % CO WA. ly OR Lml.. . . .. � .. .. I PIPE MCH . � . I A. 5 o- WAN DIMENSION OF PIP /. ?- ,q - ME vw.vwu. OF PIPE, - : . - � . AL -�- 0 - SEE PC ITAUX FOR:AP°L11C.A.8LE:f4PE V.ATLEf� I . _ . .. I ,.. . , , 1 4_)i - wm Cf LAW fOACKf&L WATt YO?Q . 1K ENTREMY Of THE .P L , :A * Si It LC4S . ., . � . 15 ,A . IRITITA . 5. WHO 011TECIF&I BY. THE EWMEX. BLOOM MAIEfd& MAY BE EUMINATED F OR I UORMALLEMIH UNDCR ROWtNE LWM g PPIE WHfn . . _.fGUNOAT]IONS. , ANC _52 tS ;�31 OR 10S.'Aw HEIGHT ,or q0VT.w.0,q Lm. .: - � : . . .. .1 4 I .1.1 . L . I � 6. REOU .. . - . L AR 6AICKF%MA*RAAL.MAY OF USEA 94 �W. MASS I VACKFILL MATEM FOR. I 'SU Ok"ATW T'YPE'S FOR ROUTINE ENTRANC WW-,Rf: S tS0'!I Oft LESS ALL . F, . ., . . . KIGHT OF 000 10'OK:LU&: 11 SPIECIF11CATION. . L . . . . .... ... . . . . . .... . .. .... . I - - xvmxr . REFEREINCE pt;6 " 'L - . - BRIDGE ST"mw . ItISTALLATION OF PIPE cuLVERTS & :STORM SEWER$ R).A0 . . , . .. .1. I - , 302. GENERAL NOTES . .*E�,l 544EET:J:� I . GENERAL . . . .1 . .. . 301 1 VWW" , . 14 1.0,00 1 . L DWARTMOIff Of IR40 �_TANUN — D$-7.7A, 78 1 DEJAILS _ _ - OF CON,CELIE CQVE13 6tjD * I . QRAIE I . T11-8 51,41 X1 DIAMETER BAR Q 10.00 LEIS./FT. N!QIE5 Q al.+• OF GUTTER AND (CU. YDS.) . 1. - . I V, OR NO. 14 BILLET STEEL BAR 0 7.05 LEIS./FT.. tASTM A615, GRADE OD.. 1. GRATE A IS T�O 13E UTILIZED N. . 1-MA. M. . L_,2zm1Z_1'�___ I r•&I ---!�.5- E 6 z L . �: SUBJECT TO TRAFFIC. - '.�-' t�q Z., I I . I . w � 10 3� . ELD . . ;21 GRATE a Is 70 Be UTILIZED IN 1. 01-7 NO GUTTERS. IX-7A NO GUTTER 94 ONE DIRECMN. I 4 b b . .0- � I - rI__ A - � I---2jrjy-I- LOCATIONS NORMALLY SUBJECT TO TRAFFIC� IX-7B GUTTER IN BOTH DiRIECTIONS, A. � I , A _j ±q�_ IV 2, MNTS BETWEEN CUTTERS AND CONCRETE COVER m v . . ___ BLOCK CHAMBER INCREMENTS PER FT. 6 j ("LF , � _. Lg"X2"X ( V�- , J' 4- ,3, FOR DETAILS OF LOAD CARRYING T (CRATE 80EE T�Df-7, MM 1010111 ARE TO BE DOWELED WITH! 04 X IS" SMOOTH RODS 41 APPRQX, I C=C TO PREVENT S K 5' -e.om'"ER AP-PROX.N0. * B.MCKUPT. + . . + . . I W-O-OAJIMEIM AMOKIR), 8RICA(SIFT, + + 11 76�- - lj� -, ST L21/i,,x21/y,XJA,1 T4 ORTLE- DENT. LIEU Of DOWELS A 2" X 4" NOTCH M BE ,4D D . L . MAY w re - 28, 20 20 C DETAIL A I . 4. CONCRETE COVER AND GRATE ARD SEE STAND . . T-DI-,3,4 ALTERNATE OESW. I - CONCRETE COVER / j-(FOR OETAO-S SEE 4. INCLUDED IN THE M PK&N FOR THE STRUCTURE. I I IN THE EVENT THE INVERT Of THE OQTFALL - ARE TO BE FURNISHED AS A . -Ay I__. -1 GRATE TYPE 45X5'-O' BARS A OR 11 (12 REQ,O.) L SINGLE UNIT. OUTS" DIMENSIONS OF _11 W 3'-41 X Z, MIUTE A) IFA 3, VARIABLE Z11 OR FLATTER + PLAN VIEW (FROM PLANS' I . � OR 31-4" X 21-t JI (GRATED). 4. DITCH GRADE MUST BE ADJUSTED TO WET V00,r ELT17t " . . DIFFERENCE IN ELIEVATJON. SEE LONGITUDINAL AGGREGATE. SEE NOTE7� I SEE DUAL A7 - PREVENT STANDING OR PONOM Of WATER 7- ., �4194 5- ALTERNATE METHODS OF SECTION, if -WEEP HOLE. 1: SEE NOTE a. 2 e4 4 AND PLACING ALL MATERIALS INCIDENTAL THE SHAPING r. TO BE iNCLVM IN THE W .". .... I SEE NOTE 81 ANCHORING A14GLEARON WILL BE ACCEPTABLE IF APPROVED By TIC 5. IF DEPTH (0) BECOMES LESS THEN 4" LENGTH 0 LBE EXTENDED AS dReCTEO OF WINGS ME I . .. � - ., LIFT HOLES t . . r.-I .4 -STEPS, SEE NOTE 5, > - E NOINEER, .. . BY THE ENGINEER. SECTION A- A AS. GRATE AND COLLAR ARE TO BE GALVANIZED. 6. CURTAIN WALL TO BE LOCATED AT THE END OF 6- GRATE ,k- '. - , :nd - I IRE PAYED DITCH SECTIONS OF THE DI-7A IIA 0.•76 �"Al ARE NOT ABUTTED BY OTHER [ APPROXIMATE OVANTITIESI CLASS A3 STEEL I 0.4V� C. Y.] - 63 LDS. BAR SPACING CHART 1 GRATE TYPE 2PT N "A S. GRATE BARS TO DIE PARALLEL TO F-C I (CU. YDS.) a I V, I I - 7. CONCRETE COVER MAY BE PRECAST OR CAST IN PLACE, .. ORANAa. 8. CONCRETE TO BE CLASS A3 IF CAST 7. IF (NORMAL DITCH . 100 FLAT TO ALLOW �aUSTEDQH GRADE AS R X A FOR GRADE A SPECIAL IN PLACE . 4000 PSI IF PRECAST, . ETO GUTTER DETAIL WILL 9 0 ON PLANS. nNe S. GRATE BARS TO DIE PARALLEL TO F-C I . . RETCH LO . 11 '. 1 . I "17-` -_ 12'0 qINLFT . -11-4 �Olr & 11 2 1 .1 I- . �_ t DIICH . •cH . - ,,�, f , - ,+F - - -D , - i .- 21� � 11 I - . 4 SEE NOTE 3 ! SECTION .-A SEE NOTE I tSEE NOTE 3 , SEME IN"Q I r BOTH SLOPES FLAT ONE STEEFJ SLOPE ONE INTEAWMATE SLOPE . C. . F'"-A - �,_. �_ � I I.J I MET V� i INLET , . BACK UP BERM . , /,'�,-O,, 4, GUTTER AIDE TO HE PROVIDED I &E NOTE 6 OttIcq AS DIRECTED BY THE I D - - -+ - MET ELEVATION �� . 0 V�JSIErTo WET I � r,., ENGINEER (DI-7A ONLY), L'-A 0� 7 `4_1 L 3 1 � � -1 NORMAL MEDIAN . SEE NOTE i TYPICAL ELEVATION SEE NOTE - T04 GRAM � 1qFF NOTE 1 r SEE �, ir t OTC 3 A OR FLATTER i OW STEEP SLOPE-ONE FLAT SLOPE BOTH SLOPES STEEP i : i APPR AIUC QUANTITY FOR ONE CURTAIN WALL, 'M S RIED OMEA FROM BOTTOM OF GUTTER � CONCRETE CLASS A3 E?:4:1�W. :YDsl - APPROXIMATE WANTITIES C ONCRETE=0�-7A DI-78 CLASS A3 1� I ___ CIA R F-C 7", � (CU. YDS.) I Now I 1.211 2.14a LONGITUDINAL, SECT" (WHEN MET IS LOCATED. ABOVE: NOF40k DITCH GRADE) SEE NOTE 8. - 1 _ SPECIFICATION REFE STANDARD MEDIAN DROP INLET I WAD AND OHM STANDARDS I SHEET 2 OF :�. I REVISION DATE 12" TO 42" PIPE 1 104.23 1 VIRGINIA DEPARTMENT OF TRANSPORTATION . .I - ... 11 � . TABULATION CHARTS APPROXIMATE QUANTITIES cm NOTE 4) CAST' . . -IN PLACE ,CE CHAMBER 1 RWONCAS STEEL. . Lq5: 1 I .11 "'^T^^' 1� I ___ CIA R F-C 7", � FIWORC24 W4CFIETi 014"" Is € PER FOOT W, . .r,N�A I r ,, 1-MA. M. 0, TV, W"**45 . . - L_,2zm1Z_1'�___ - I CU_ YOSS. r•&I ---!�.5- . . . �: 10 , �i '.�-' t�q 1- $(I- to --;v, ��' I Ir_r 10 3� 14 3'.3'1 3`8"I j_ ,43 - Tp 7- 1�2 6` ^f0 U2 _ tn.ao _1,_ . S�_51 T-5 . 4ZO �_�!___ I" ISO' TO 72 - � I---2jrjy-I- f . , T•2 _=_ '41 Ej NOTES Ry 1, rOq,W � a AL A .QNAIL FOOT 0i THE INCREMENT SHOWN WLIST BE &AX.TPLU THE Am FEET ADM TO TIC CONCRETE TOTAC. 4 .. W SEPAAAT" , 70 OBTAIN THE TOTAL APPROZIATE CONCRETE QUM 11" OR EACH I, ItW CHAMBER SLOT W OTTER (qAYYC9 '10 BE LA5CQ WIT" U-1ZA OKI) OUANIIIR5 z APMX.MATE !V,At,fTffIES ARE SW*N f0ft DOEV4 fqgtfo�.ES OKY1 fl[�&NST NO' TO BE I y , =I BX A.=I>.TOtEfiiPL . ... I . . 1 WIRIVIUW OEPrAN!TW ME FOR THE SWUEST PIPE = AN EACH %RIES. MOO" Ofp 0I"jQR+PARE WALL TAVCKAIES5+411 C =j Y%QXUAIE CNANTITItS FOR 01�42A ADD,O.W Old. YOS, W Ck Coft=l TO IX-Ii I , ,,,=� I -r. SW L IRA roll.oTrIeR roAM - INS TAM - , I +. � .I& ttW,rHS SEC. CONCRETE, QVItER 11WRAMENTS ft .. E FOR c�N,Wlf GUTTER, OUANIGTY sNOwN 13 FOR A O� y �_ %YA I . . . .�&?kOCREISS� T , iNr_jEw,NT, J,V W MCOI,14VETE FOR EACH ADO(TIONAL FOOT OF %Lot LENGTH GREATER THAN Mhww 34". 0 IL WI��.fvg&psl%,EO%Fvz",KM�rw�XWTIA"9&193L.1- . ... ... . . . �-�LOT MAY BE -PKCASI W 1��AST V F`LhC-q, 7. � ..: I f 0, _.-W4111 M90ED FOR PLAN USE, 01-17- t2A - APPROXIMATE QUANTITIES I BRICK AND BLOCK . . PIPE SMIS C14mve" 0MOISIONS ,17- RWONCAS STEEL. . Lq5: 1 BRICK . CONCRETE "�YD$, DEP-TH, . I No. - BLOCK . No. Ir TO 24 -! 0.01 I 8127 ,v-r us 42 27" TO .16' !:�E t0 ?.EQ E23 -1 r•&I ---!�.5- 42'.-10 54• 5--6- 10 , �i '.�-' t�q 20137 $(I- to --;v, 8-q. I Ir_r W-v Im, '. vo BRICK CHAMBER INCREMENTS PER FT. . X . DSL DEPTH . Ep. 4'0$"TER AMOX, t4, ew"/frl. 5`4" WARE I EAT , . .. . ORICKSYP. - 0'-IY'C4AM.&TER . APPROX. Ho. OWK5/FL - a- - 106 = , W2 227 - ty W'- 16' � lut ±q�_ IV - Wt 24' )zc 414 m ___ BLOCK CHAMBER INCREMENTS PER FT. Y ON. OjOrH 4'01"" APMK.NO, MOi$/F-T. I 5' -e.om'"ER AP-PROX.N0. * B.MCKUPT. + . . + . . I W-O-OAJIMEIM AMOKIR), 8RICA(SIFT, + + 11 76�- - lj� 10 T4 20 w re - 28, 20 20 Ad . . I—- . APPROXIMATE QUANTITIES - Dt- 12 ONLY QUANTITIES NOTE 0 (SEE. . I .. SLOT ,V TO .14' ' I. (SEE NOTE W. I L (SEX NOTC 03 . I. I . .. .Cwmvt CU, Yus, REARFORCIHO +STEEL LAYS, GRATES mo. 4 - 3-6. 0.01 I 8127 2 6 - . ae.w+ * i_ twql - a III r•&I 1.30 161,90 ot 10 I Q,-ave, Let 20137 5 I ti I Ir_r MIT 242.*5 4 r- __!t�� is -ReL --- , 2.72 - ml.13 7 v_:1 _a&_6i?i6i I MULTIGRATE DROP INLET ROAD .1 . . DROP two wwc& SIAROARt's 234 FOR. PIPE SIZES 12!' TO .72" - "I* r 3 or 3 30 .� . + . . VW.*AA EXPAR11,00 qf� TRANS"TATPDN ��104,42 1 . . 1.1111-111, ',i I P NO PROJECTION OF PIPE ABOVE GROUND LINE !OP CF C,J.L ,s to[, U-* FILL'--• TOP OF FILL.....- - . . 111 .1--.1-1 ... I .. ��_ - _ I � -"---, _-_,�::� -..-._.. . . :::�.�7::' _...__....._.. �..._ - ---,. i�iiokjtz li_,i'E fiI. �,�,.��=_-,�� .---- _ ___ .. . .. ... ... . .._.._1 . - . -----.-. .1 z 'GROUND L "E T - - y __ w - - - . - . 1. . ....... - ......- �Z% :�L �_- I - , :. .* .. .... I _ _ - 00 � !No L,N� X 7:� =-- =* - _ ----'- 1. - � " IV - . 11711.1 , -t L-11: . -T-1 - - �, - -11 , . � "'111 ,�,,,, - I EARfH. . 6 •- " �tll - - 1 1' I L� __ Ih 1�1 , T= , , I� _ , , jj, , ur,;ql, C11T1%L_111__`1 15=1'r P�":�"'1'11'� m � I�y fl.- - U - - i �11 � I Grt�- 0 . j "" , � �' ' , S� �a �*- ROCK OR �]Tfr I"" � UNIMLU11�A; Il'l - I 1 I a SO'L � "11�', -11, 'i',�,,� - - __ I 1,�,, r lit ,!f It. -if It , �'S�� ji� , 11 _5 , _. �_A,Azt" 1 6 - al 11 TL � L ai � L, 1. � c I- I tf "' I . uEmAlIc �_ MATERIA,. ... � -1 vto f)-: , W4. I - VuDift[ : . ul G � -1;1.1..�. -.t- ............F: .... t- - . MATERIAL - I ��iia LL . -�Awi 11.6 - - w . -- � 1� ) X. - BEDDING _�'_,R_ _�, . MATERIAL . _L1_ ;i 1, MIN. I/to. O- . x D x 2. MAN $". MAX. 24" FOUNDATION SOFT, YIELDING. OR NORMAL EARTH FOUNDATION ROCK FOUNDATION . . OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE .. ,�.. �A , IAN� A , . U 1_411_4!s..'�� -�_>, � :___.!.'.,__._._ 1, lop OF vi I lot" FILL ,..�� - ,�,P__ �4N I' x D P?A ,,V,7�____�4 I - - TOP OF FILL t; I .: ---- -1 -- -7= - .. ..__ , ..... 14 :�:�:7�.._, . __ - ,- .- , I - == �-- -. - �:��_�_-_:_ �= . . . . . . . j_ . -.= I - -1-1-I.- 11 ..... 11�111�111ill � _�= �1 . � i __ , .1 - I . -, , p . : �� :z� .. 0 . .__ -,,-�- . " 11� � -4 . � Z= . � _ " .� . I . '. . , I Aj: I 11 J; %__ TIC , e . - ,I OR MIN. 1/10 0.1 -� .. - U, NEL !No � . �! f � - uz , N O . . I=- - . 5 � � 1 p I I., D x I � 4L� MIN 8", 6EDDINC h MATERIAL ROCK FOUNDATION I , WN. t.5 x G 1 t MIN. 1.5 a D - I .0. THIS ITEM MAY. BE p6ECASI OR cm. iN,KACF, .. I - I ,or-TOP OF FIIA..' i I - -=�-�= :_ -, ___ __7 ... . . .... __ ...", __ �'�... �. --.,---..-,. .- :,:��* ;:_11 1. ________..._ , I __�t_:_ - - 7 77',= �11_�11111_1 :::.:.:::;.;. - ,_`,_** - ...... _.- *,* - * �_ �,, ,% ... - � "'---.._-_-_-- � -.:. "1-'- I � * - ,,, � .-'..-'-'-.*.,- .-1------_*-- -1 b �� .* . %1 .... ........ ., ...� �. ��*��UNO ..,,...�. -....I-.,... CR"A�N - 11_., ".... . - � 11 - ........... LINE 11 ;�� . ......... - - "....'... .-M..'_-.1 t-11 L_ , _ . ; , � -T, 1' ,; ; F TH e . - MIN. D x 0 x -.13FDON � VATER - NORMAL EARTH OUN ON -.7-- _��, - _. I -_,_ - ___ 7�� 'I -_ __ - � .. 11--.... - _ -I.-- ____..-_-_ - =�-_ ;. -:7:��', $� - . 0 : , - : 18 :E 'I - �,.�:,,,�,,'�',,',',1,41, �, - , -, , ,,�";,�,,�,, ,,,.,,,,n,,�� 11" - -1 .11 '��'� " _/ ��rn,_Ilt": "' ';�""f 6 ' ' "'�' ' I =:_ ----- :-: GROuND - LIM - . f._r - L - 111,Aellr.1111111�`� - ✓N , � i , I I , = ; _I��t �Hj 1, , - =�u I --. _� I MIN, 11 z, 0 J�' BETIO' 0 � EARTfj ; TAMER &. FOUNDATION SOFT, YIELDING, OR A OTHERWISE UNSUITABLE MATERIAL EFCOiNG IJAiFRIA., V� ACCORDANCE WITH EtAUANKf,'ENT m SECTION 3i'12 O� THE. ROM) AND BRIOG_ = NOTES- SM!C11-ICAT(OR". FOR GENERAL NOTES ON PIPE BEDDING, CLAG$ I HACKFIt.;. I,IAI�.RIAA, IN ACCORDANCE SEE INSTALLATION* OF ViPC CAJ�VgRTS I AND STOW SEWER', GENERAL NOTE:S I With S C'MN ,102 OF IHE. ROAD AND 8RIOCE SP__CI9ICAIIONS- ON SHEET 11,7.00, I REGULAR t',ACV�Fk . MATERIAL LN ACCORDANCE =FOR 1k.A' STIC PPG.. CI.ASS , 1, DACKFILL, MATERIAL. L-_=- WITHISECNII 302 OF THE ROPI) ANO BRIDGE CfAt,SHED CLASS CONFORMING TO T-F. IN ACCOROANa VelfN SCCTK�'-' 302 OF THE ROAD 5PEC I- ICAT QN' ,. WE REQUIREMENTS FOR rRU$HER iil')N OR.00� �3P�'041'iCMIONS. AGGREGATE r�iZr 23 AND 20 MAI 8C mo I USED IN PLACE OF C.LnS I I3ACKI`fLL. _R Prr' RF(',t)1,,1R BAC.XFILL FOR A,tL, r"H - MAT�RL"�, IN ACCOPI)Atj�,'� Nffil SECTION �02, QF THT 0AG 11, 1=1 - I ANO GM CF. f�ff.^IFICAMNF,. \V00T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPFCIFICA110ti REFERENCE ROAD AND BRIDGE SfANDARni 11 CIRC. PIPE BEDDING AND BACKFIL.L - METHOD "A VIRGINIA U�PARTMENI 0,- HRANI�PORTA-30N _ . I soz 303 SHEET I OF 4 1 RCVi�,AON DATE I 07/12. i _ 107,01 . PAY LINE FOR INLET _STANDARD PG-4 . • -I B1 AI .1 r7t::� -, " I L_ I I , * I "'t -1 RFY % 04XS'4A RED' . a . a a, 07z�� 04XI'-O" BARS D 0 a 81, C-C, 6 REqD• 3%1 DfAWTER WEEP HOLE ---_--___'__________L --- - -- -- - I IX -7. 7A 78 NQTOFDI 11 1�-O" ON BACK SLOPE 5 I ( 01-71 ON ROADWAY SOE, THE DEPTH IS TO T-0" OR TO THE ,OULW :R ELEYATEON, WHICHEVER is LESSER, 2, ALTERNATE METHODS OF ANGLE IRON WILL BE ACCEPTABLE IF APPROVED BY THE ENGINEER. I . WITH THE SPECIFICATIONS, DAM 9A 3, CGLLRR ,,a ORATE PRE 70. BE GALVAHZED IN ACC E 4, OLfTSIOE OfW NS OF CRATE ARE TO BE Y•4-" X 2'llivP 5 . . ALL CONCRETE IS TO BE CLASS A3. NOR" DITCH I$ TO BE TRANSITIONED TO TO 6. SMOOTHLY INTO GUTTER. DITCH GRADE IS TO BE ADJUSTED AS NECE$SARY TO MEET GRADE ELEVATION. BASED ON DEPTH Ii -5'-O". 7, QUA"T]I�S SHOWN ARE SA . B. THE M40UNT OF CONCRETE DISPLACED BY PIPES MUST 6E DE TW To CONCRETE DISPLACED TRUE QUANTITIES. FM I Of FOR EACH OFFERENCIE IN DEPTH H ADD OR SUBTRACT INCREMENT AS SHOWN. I 9, SEE STANDARD 01-7.01-7A AM DI-78 FOR DETAILS AND DIMENSIONS NOT SHOWN HEREON. tD. GRATE BARS ARE TO TO BE INSTALLED SO THEY WILL BE ALIGNED PARALLEL IKE DITCH MOW. APPROXIMATE WANTITIES CLASS A3 CONCRETE I REINFORONO STEEL I CU. YOS, S. 4.091 60 I INCREMENT PER FOOT OF DEPTH (H) -0402 CV. YDS- j:-4" vp -V. L_ CONCRETE TO BE ADDED WHEN DOUBLE.: GUTTER IS RE(I'D-1.112 CU, YDS 1 SECTION A-A OPEN ARM AT ENDS OF PIPES %�VCAWIER 2" DI"TER SOLD STEEL ff4X3'-6" BARS c ME TO BE SEALED BAR 6 10 as Los./FT, G-C, 6 REAT0. BY WELDW, sHEEL Pt ft 45,41LBS./FT, . .� LE-EATRA, STRONG WELD ,-CONSTRUCTION . WELD / 1. Qv-O- 1,10" 10€07 L 2")Q 'X%' 4 A 4 BAR B 1/1'� X 4" L 2"X2!'XW' Du .... . I .1. . B. . . I. . - 4" 11 T�0- 1 1 4" roaCTOR 1 "94' SHE . 'LQ BE DRILLED . CTOR L 2Yz"X7,Ve'A!14" uq: R11 �It - L 2Vt"X2'/j'X`/`, �"L" F�x 2% . 11 31-13.. i END OF Rtff'RAPTE. EACH DIETAL A ALTERNATE . DETAIL SECTION B-13 SECTION C-C SPECIFICATION REFERENCE XVDO,r — STANDARD DI-7,7A OR 7B WITH FLUME CONNECTION . ROAD AND BRIDGE STANDARDS 502 12" TO 36" PIPE REV!SjQN DATE I SHEET 3 OF 3 VIRGINIA, DEPARTMENT OF TRANSPORTATION . iQ4,24 - _____- .e- A ._.__....__•.__ __ ------ - - I'll 81-1 NOTES, 9= IH TOP 5LAd or TO ei: OKULAR .TWO "Alm x 10 AN EACH CORNER �WXO 1.934 KINCORCINO SMI, TO K WHARS Wl;.":A M14AM ff.' 00t4mir ;0vep, . WH TYPE A . Ara f WITH CROULAR TOP. . I w f (Ir.-C4. . . .1, MY AIISA�7 COMILICT' "TH PPE SHELLS ARE. TO . . _ L=SC " FROM F.K. BE O"O IF - ..;� --- __ . . . . . . . . . __ . 3. FOR DIETAIL3.WTHOO Or It~ MCLES *0 OfIAOX001ATE. 00, QX.,'�,VbZCD S49V1 IQ " MACXO W.Cfk TOP SLAB AND EXIRI'M Vito WE WALL$ WANT Oi Ut WET Z . Cf *.4, . . . . 2. TO mlf" r OF owsim FACE.' 4, PRECAST CHAmid Of THE WLT 700 TIER IYK MAY K !',Mnf1fTEO.*f1ENAPfKkf0.ON AN *0VWAk. OASO, ' 6 A 1 I A 1 Q. ALL 0046kT00 BE CLASSAS kF.qASi IN PLACE, 4W PSI .. I .. . . . 6 1 . 1 .. Y - PReCA*T. ... . L. . ___y - J .0. THIS ITEM MAY. BE p6ECASI OR cm. iN,KACF, .. 19 m I ,� __A0AP-S A 0 V' C-C tkF, 7. kLiWNATE DOWEI,$ *10 PRECAST TYPE A TOM ARE 49090. . , .. -tatn Ci a 4" C•C.Ffl . . . . . . 0,*I" $K�IFIVD ON PLAM tWiCRT 6 TO OC POW0 04 PIPE . 1 - 0 C-C Ex. to 1;n0wTA:1=1w10 ,,,A,kRw.9LKD 00 =my . - - - CE- BAAAS i 61. I- ELY N ,.vw " 9 wy% S�- '00f�I&T30gK4= . . I - I I . I 4�L . W"OEWIES BOTH THE " I =%R WOTH ALONG THP"W * � I O+ V a . 'I OPE.1itt IN T 11 I OF to I I ., A O � I ' " " ME. M THE TOP Sl� '04ANSOR 8 --�j . , . I ,I I � I 11. . lil . . 1 3' -71/2" � , . PLAN ah1m f PLAN VIEW .5 A 11W.0 mw �Lua tit"OnEl"l) r f�. r R. . - . *WJtE%SE 4VOICAM) 004NSION By A A or . FOR USE.. OA mpe. . I stifty - fpR %lAv%t_ �,�__rlf IK LE)q;H OF Au . OARS " Tic W,64" Rewma m =00cTlAw !; wrvAw 4 If TK SIANCIARV, ' . ii,v ows k c� F4 r-R. *Q.j " VXWKm iv TE 7--,, . - M--affis a I + L Ll- 'I im qwS q a 13-G:p - #sIIm 0 OA,is 0 6 tz, C-r BARS �-.�.- --- _=�&III-Im."T SECTION A-A SECTION '8_8 ... . I XvDar SK IAff. " - ROM AM JUNCTION BOX CHAMBER DETAILS FOR .48 - 72' BRIDGE JUNCTION _S_K E_Y _1_ 4 _REYIS DATE PIPE CULVERTS I MAX. DEPTH (H) - 201 . . . vV6 m10 VOGWA DEPARTMENT Of DIM3•ORTAT01 .nz . ,. .. . L TM. FTEM MAY N MqA$T OR CAST JW KACC, ... . . . I 2, i0Ac%TE;sj&1cL�$5 A3 f CAST ;N PLACE. ;s, CUIRS HAVING A RADIUS of 3110 FEET * OR LESS tALONG, FACE-Oil CUIRO _) WLL� BE PAO . ...f.0"AS -- - 4, THE DEPTH W CURB MAY BE REDUCED AS h*CH AS. r (W DEPTH) OR k4CREASCO AS MUCH AS 3" t27' DEPTH) N ORDER THAT THIC BOTTOM or mm wai coiNcm WMI 7HE"TOP-OtA COURME OF:THE PAVEMEMT,SAJ05TRUCTUM , OTHERWIS I DEPTH %T&OIE 10' It."WN, JaNC . , . BID, is fx MACC, FOR A DECREME OR A . IN f#CRWE �JXKK .. . ... . I .. .. . ... . . 4. CO.2 ON ROVAN&Y5 m THE -OR CO, AS SHOWN N Rm"11E 0 APPENIM A DIF TAE:V00t ROAID OMGN MANUAL, . . f4.1W..SEGT0i ON GS LI11":WAND01P�t - . . . . ... .. . - - - Im ... F Ckft IS EXTRV= I . .. . . . . I A"„ - 4" — . st2 RE17FRE14". I '', .. w STANDARD 6" CURB ROV LAND. BRIDGE 47MDARDS . � . . . .. . � . . . I -----,---..-,-.--. 105 Rkw�Aqo 0A9 I ,', ��W I OF 1 502 VRGW I , , 20".01. ' �L I . DEPMTWE141 OF-TRANTORTATION 1 � I 2 0 - . . I- - .- - - -I I I b.h 1 t 0 I �T c , . I ----A - LC__9 - I 14 PLAN (SLOT RILUOVtol COWREM GUTTER FOR -t2A ONLY-- . 5t� NOTE 7 1 , __),�. I - . - * f- fl,w 4 5�,� , ii. C-C , Q-, !,� '. sze NOTE. tA, X �/ 0 4 0 1 ./ + ; *+ 0 PLAN M.OT REMOVED) SEE N. I OTF � . I - lk� . Z I Vj- Cesar ,NY L7� STEPS, SEE NOTE S. .1 . Ix ftmic". A;Q.A I � II;TV2. 12A - , X 470. "T, W 10 A .Ww - , -E --- ftl� �F_F �. 161. - I 'TnT--- Y _._..,DEPTH r.-.I ] 15". 1 6,10 tr I 92 7 /-m "Ova,pc GUTTER o 57Ep5,.ScE7R4ft: 5. * ."-•FlftS AA✓�. TO BE SEALEG i - _7_,I7__ � § 1-- V PLACE A1111 MCf4fM - 1). I � . x . -. !_ 77--, x � - �_ A: � f I I I --I �t I ., -; I '. fSECTION - 1111A Q6 w w riALF SXCTON HALF SEGT (CAST IN PLACE) Aim" MPTW uNLAKIED. W, wo" ww,tfK BRICK CONCRUE BLOCK . 1. NOTE5 0• &7R 4 C?WAA% TO VE PROYM WMV H 0 'JS't 15. WID&T 3 Of ONO " ,_ It, . S SEC S AWAITO F.. . umm or zwl:4w 1. 1. ILWAKIWT Aw'"To To NON-VERICULAR A. FOR 00�� . a . � . . 7. V . TANDAIRO reurl" = !Alccl` Z OF �, . P.,W ,f,r,Y,&f�RCMT. SEE 3 W. PAY401 DITCHES �M 10 BE TRAWAI"EQ TO 21 gTwd Of' lkwIll He LINOIA M 10 V_ . MEET INLET GUTTER AS ,"VIN N 31`&�PG-2& .4 on - LONq SPACED AT 12' C•0 . I . . . Al. V gjLS 14. . . j?. 3. 19 11H, opurpm $1,1cy" c" Vic $1 . tM AI�SIIGWN SAC FCA IRLEIS ITINKKIT NoAfe.' . To 44T r^iccwrj4r% I.%..T.g - AN FOE OUAHYI�MS. SEE S 3 Of 3 16M4�W4�IMWOP'Q FALL 0. frtr MAY V ,&OTI(p 4 V QvlwwAlLv� S, PIPE 10 THE TOP or TAE. sTRmTUpg. TO W r* WAC915L FOR QuAOTITC; . . �g IK PtAI4 lit 44VW AS W. Nq�rORQW STEEL !AWL HAVE A JAW, V. W,;wm r,,ms W+Em wcww CA,, , . j . V . ", �6 ac'm w-OlVAICE of r. , "IV AM . . . is-1. IK COST cf IF AND, KA0140 4L .. t�, S " OC 10AT9 it, ti, =?40 S�fj�L TO BE CUT CLEAR Of Ff FXt1j&pC"ARI` OR Ukal 4 OF J FOH IRCL,& IN THE W pa" &VITUW. L Y R 'L . IN I"). 3 INDIDENOYL TOV �, WEV% 11 ,ME OF ItAtE OP , 12. OA51•10 IIAGE CA)f"Clf AS IF K ";; M 20. 14" THKX Sk.A6 FOR In 3Z4ES 60" TO 22' (At WAKII54, Is Bg 8 U,r BOY 0 4,IW ( . ?L THX TYPE Or 1MY.T OEIALJEO HEREON 10 K SYRVOTURE ME INVERT Of gV STIRMT ,&w,7-mcASY 4%iml , a t . BE CONSINUO'LO WiLL K AT IM OPTM Of b< SH ALL' OE :kWIV) WITH= WIRrAE7% . . . . ,� PRKYENT - STANOW OR or *A 0. AL RDOOK-uw BARS To BE *4. CONTRACTOR. IN Tilt 51RIAITME. THE AMI OF FUAN0" , NO R ALL MATMAI.SBI&IDENTAL TO $4. ORATE SA" TO W INSTALLED 50 TWY Wit.t. M Dl �-v p ' Ufll', - IN a m 123 TO w ext 04 THE" K ALI�!P:IIANALLIEL 10 DITCH fLO101, of t2A uo= 0 R A .jz Fw T4 . .. . . 15TR=QRE. . =V \v9aT 7 MULTIGRATE- DROP INLET ROAD ,44 PROCE Sr"AADS FOR PIPE SIZES . 12" TO 72" - -_ 2,113 REVISION DATE r $;aT t OF 3 302 TIVOW . �QKTATQ . N V W.WA QQARIN16i r O( 1 1114,3p I SECTION A-A TW_ LETTIOAS V.0.0,1. AM OPIMAL ' LCASQPW % �Wi OMENTO TOP EOF =,r, PACE RNSEQ )$- Im" A:i I . . . A tXITER" W1104AL - AP91IOXIA A19 WE"T CAST, IRON FIR" 231k 1 12 LOS, ()OVER 137 t 7 LOS- B`} YA V� . Isis ONE 0 ■0 0 m - 4 m m m i I I ■ MEN SECTION 8-8 BOTTOM . \v CACA e C FLOW) " SMOKE r A"1. S ER . . . . 3KE1 re TRANSPORTATION ;,24 "ONA DEPARIMICIFT Cf TRANSPORTATION IC . "2 A - L_4_1 2" PAWS ", KAL"`� , I - , . , - I > I I &I P.�. I m .. 11 . CONC, � - 4. 1 I .1 7`�-� .. 4 � i� - o.... ... wuwjw . uw . . . . . . - ;) . _. i 'At. A" I ; �41 . � . _- , � .. .. .. ;A, - § :� ' * e , . 'A.' . . . 1 , .�- .... BASE . � . I I b � - �-- .!� i _1* �'tr_ .. . . I - - - Im ... F Ckft IS EXTRV= I . .. . . . . I A"„ - 4" — . st2 RE17FRE14". I '', .. w STANDARD 6" CURB ROV LAND. BRIDGE 47MDARDS . � . . . .. . � . . . I -----,---..-,-.--. 105 Rkw�Aqo 0A9 I ,', ��W I OF 1 502 VRGW I , , 20".01. ' �L I . DEPMTWE141 OF-TRANTORTATION 1 � I 2 0 - . . I- - .- - - -I I I b.h 1 t 0 I �T c , . I ----A - LC__9 - I 14 PLAN (SLOT RILUOVtol COWREM GUTTER FOR -t2A ONLY-- . 5t� NOTE 7 1 , __),�. I - . - * f- fl,w 4 5�,� , ii. C-C , Q-, !,� '. sze NOTE. tA, X �/ 0 4 0 1 ./ + ; *+ 0 PLAN M.OT REMOVED) SEE N. I OTF � . I - lk� . Z I Vj- Cesar ,NY L7� STEPS, SEE NOTE S. .1 . Ix ftmic". A;Q.A I � II;TV2. 12A - , X 470. "T, W 10 A .Ww - , -E --- ftl� �F_F �. 161. - I 'TnT--- Y _._..,DEPTH r.-.I ] 15". 1 6,10 tr I 92 7 /-m "Ova,pc GUTTER o 57Ep5,.ScE7R4ft: 5. * ."-•FlftS AA✓�. TO BE SEALEG i - _7_,I7__ � § 1-- V PLACE A1111 MCf4fM - 1). I � . x . -. !_ 77--, x � - �_ A: � f I I I --I �t I ., -; I '. fSECTION - 1111A Q6 w w riALF SXCTON HALF SEGT (CAST IN PLACE) Aim" MPTW uNLAKIED. W, wo" ww,tfK BRICK CONCRUE BLOCK . 1. NOTE5 0• &7R 4 C?WAA% TO VE PROYM WMV H 0 'JS't 15. WID&T 3 Of ONO " ,_ It, . S SEC S AWAITO F.. . umm or zwl:4w 1. 1. ILWAKIWT Aw'"To To NON-VERICULAR A. FOR 00�� . a . � . . 7. V . TANDAIRO reurl" = !Alccl` Z OF �, . P.,W ,f,r,Y,&f�RCMT. SEE 3 W. PAY401 DITCHES �M 10 BE TRAWAI"EQ TO 21 gTwd Of' lkwIll He LINOIA M 10 V_ . MEET INLET GUTTER AS ,"VIN N 31`&�PG-2& .4 on - LONq SPACED AT 12' C•0 . I . . . Al. V gjLS 14. . . j?. 3. 19 11H, opurpm $1,1cy" c" Vic $1 . tM AI�SIIGWN SAC FCA IRLEIS ITINKKIT NoAfe.' . To 44T r^iccwrj4r% I.%..T.g - AN FOE OUAHYI�MS. SEE S 3 Of 3 16M4�W4�IMWOP'Q FALL 0. frtr MAY V ,&OTI(p 4 V QvlwwAlLv� S, PIPE 10 THE TOP or TAE. sTRmTUpg. TO W r* WAC915L FOR QuAOTITC; . . �g IK PtAI4 lit 44VW AS W. Nq�rORQW STEEL !AWL HAVE A JAW, V. W,;wm r,,ms W+Em wcww CA,, , . j . V . ", �6 ac'm w-OlVAICE of r. , "IV AM . . . is-1. IK COST cf IF AND, KA0140 4L .. t�, S " OC 10AT9 it, ti, =?40 S�fj�L TO BE CUT CLEAR Of Ff FXt1j&pC"ARI` OR Ukal 4 OF J FOH IRCL,& IN THE W pa" &VITUW. L Y R 'L . IN I"). 3 INDIDENOYL TOV �, WEV% 11 ,ME OF ItAtE OP , 12. OA51•10 IIAGE CA)f"Clf AS IF K ";; M 20. 14" THKX Sk.A6 FOR In 3Z4ES 60" TO 22' (At WAKII54, Is Bg 8 U,r BOY 0 4,IW ( . ?L THX TYPE Or 1MY.T OEIALJEO HEREON 10 K SYRVOTURE ME INVERT Of gV STIRMT ,&w,7-mcASY 4%iml , a t . BE CONSINUO'LO WiLL K AT IM OPTM Of b< SH ALL' OE :kWIV) WITH= WIRrAE7% . . . . ,� PRKYENT - STANOW OR or *A 0. AL RDOOK-uw BARS To BE *4. CONTRACTOR. IN Tilt 51RIAITME. THE AMI OF FUAN0" , NO R ALL MATMAI.SBI&IDENTAL TO $4. ORATE SA" TO W INSTALLED 50 TWY Wit.t. M Dl �-v p ' Ufll', - IN a m 123 TO w ext 04 THE" K ALI�!P:IIANALLIEL 10 DITCH fLO101, of t2A uo= 0 R A .jz Fw T4 . .. . . 15TR=QRE. . =V \v9aT 7 MULTIGRATE- DROP INLET ROAD ,44 PROCE Sr"AADS FOR PIPE SIZES . 12" TO 72" - -_ 2,113 REVISION DATE r $;aT t OF 3 302 TIVOW . �QKTATQ . N V W.WA QQARIN16i r O( 1 1114,3p I SECTION A-A TW_ LETTIOAS V.0.0,1. AM OPIMAL ' LCASQPW % �Wi OMENTO TOP EOF =,r, PACE RNSEQ )$- Im" A:i I . . . A tXITER" W1104AL - AP91IOXIA A19 WE"T CAST, IRON FIR" 231k 1 12 LOS, ()OVER 137 t 7 LOS- B`} YA V� . Isis ONE 0 ■0 0 m - 4 m m m i I I ■ MEN SECTION 8-8 BOTTOM . \v CACA e C FLOW) " SMOKE r A"1. S ER . . . . 3KE1 re TRANSPORTATION ;,24 "ONA DEPARIMICIFT Cf TRANSPORTATION IC . "2 A - PIPE SIZE _.,_________, CONC, I NOTES 01-7.7A. 70 I W. El IB` - I - - V.E. - 21,51, 151. � j- _- I � . - W. 3'-0x1" I. DEPTH OF MET BE SHOWN ON PLANS, (H)TO . � E�o 13 B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS 2TI 3,_Xy/.� 4 y'a" 30" I 0 � E05 — - - _' 4'-21' PIPE TO THE TOP OF THE STRUCTURE. - 4' -511 T 41-2(/3" APPROXIMATE ONt,Y F`Lqi�;H APPROPATE CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH . PIPE 12" 1 15' - FO �,',f,),j,E,NSgW AND THE ACTUAL 0 ES 1 24" 1 ZQ' 4 1 42` D0.1rOI1S,,SHALL BE DETERMINED BY THE 13, PAVED DITCHES ARE TO BE TRAN5MONED TO MEET SIZE M DEPTH MNM H 2,1O,,2._41A"2..R1/V CIO WTO FROM FTELD CONDITIONS. ED 31�V 3' -71/2" -2- I IV MAXIMIJINI DEPTH (H) TO BE W-8. PLAN n PLAN 3, WHEN SPECIFIED ON THE PLANS THE INVERT IS (COVER REMOVED) A-4'-4't (12" - 36" PIPE) 1 11,1143 (COVER REMOVED) 1.0�tQ TO BE SHAPED IN ACCORDANCE WITH STANDARD [3-1, THE COST OF FURNISHING AND PLACING ALL 6-y-011 (121, - 361, P;PE) 1 GROUT PROVIDE SAFETY SLABS WHEN $PECIMLI ON MATERIALS MUDENTAL TO THE $RAPING IS TO BE A-V�10' (42"P(PIE) 9-3�-6' (42" PIPE) I - CONCRETE COVER / j-(FOR OETAO-S SEE 4. INCLUDED IN THE M PK&N FOR THE STRUCTURE. I I IN THE EVENT THE INVERT Of THE OQTFALL CONCRETE COVER -1 SHEET � - PIPE IS HIGHER THAN THE BOTTOM Or THE . E PIPE) I . . I AGGREGATE. "'V I - I * THE INVERT OF I STRUCTURE -, SHEET I Of 3) SHEET V00,r I .1 SEE NOTE7, SHALL BE APED WITH CEMENT MORTAR TO AGGREGATE. SEE NOTE7� I PREVENT STANDING OR PONOM Of WATER 7- ., , 14 AN THE STRUCTURE. IRE COST OF FURNISHING -WEEP HOLE. 1: SEE NOTE a. � � �-Wap H(m, AND PLACING ALL MATERIALS INCIDENTAL THE SHAPING r. TO BE iNCLVM IN THE W .". .... I SEE NOTE 81 PRICE FOR THE STRUCTURE. . .. � - ., LIFT HOLES . . r.-I .4 -STEPS, SEE NOTE 5, > - '. . V-::�, I 5� STEPS ARE TO BE PROVM WHEN H IS 4'-Q*' OR GREATER- FOR DIETAILS SEE STANDARD ST -t, . .; . , , V, % &= 1-1 6- REINFORCED CONCRETE FOOTING MAY BE '. - , :nd - I PRECAST -IN-PLACE. TWO LIFTING OR CAST . - I - I ! A ;4D ; ' SST OF FABRICATORS' DESIGN 10 BE I I I 11 X I . X I - PR GVMO IN PRECAST FOOTING 1 w I 7. 4" DEPTH AGGREGATE 08,*78. OR 40 X 6' WIDTH, - . , ... f :,* -, .. ..' . -1 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC __ SE OT . N HARDWARE CLOTH 1/4" MESH OR GALVANIZED SECTION A-A SECTION B -B STEEL WIPE.FANMM WARE DIAMETER 0.03". CA CAST IN PLACE PRECAST NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. FOR USE WITH 12" TO 42" PIPES T E TYP OF N ET (PRECAST OR CAST IN PLACE) RECOMWNDEV V"MQM HEIGHT CHART PIPE SIZE H DIMENSION CONC, CORR, METAL 12" V.E. - 21,51, 151. 2.-9,/' 21-81* - W. 3'-0x1" T,V. 211, 3'-3y4' 31.20 24" 3',7" 31.511 2TI 3,_Xy/.� 4 y'a" 30" 4.4/e 31_W 331, 4`4yi" _' 4'-21' 30.. 41-8" - 4' -511 42" 41-2(/3" 4'-IT' I 241 503 - NO TE5 (Q QNT.) 9. , DETAILED HEREON. TO BE CONSTRUCTED. WALL BE - --- AT THE OPTION OF THE CONTRACTOR, 15. OI-7 ----- HO GUTTER 10. FOR OETALS OF CONCRETE COVER,COLLAR AND 01-7A- --- - -- SINGLE GUTTER WHEN DROP INLET CT IS ON A GRADE, . I- CU I- .- CRATE NO THE METHOD OF PLACING APPROACH GUTTER SEE SHEET 2 OF 3. p(- 78 - - -, -- DOUBLE GUTTER WHEN DROP INLET It, CAST-IN PLACE CONCRETE IS TO BE CLASS A3 IS IN A SAO BETWEEN TWO GRADES, A__,__,ML (MOO PSI). PRECAST CONCRETE IS TO BE __Jq�m. -_ - -1 W_L_ 4000 PSL 1R. FOR DETAILS OF PRECAST 01 -7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM PAGE 10101 12� CONCRETE QUANTITIES SHOWN ARE FOR NMCATFO FOR PRECAST GENERAL NOTES PACE T6.3.02 AND FdR - z 3 m (1) N DEPTH AM WITHOUT PIPES. THE AMOUNT AMICABLE PRECAST BASE,R&R AND TOP DETAILS. c: DISPLACED BY PIPES MUST BE DEDUCTED To PAGES 103.07 THRU 10,1,12, . LLI Ef) _1 t- OBTAIN TRUE QUANTITIES, FOR INLETS OF DIFFERENT OEPTH$ ADD 09 SUBTRACT THE . 17. CRATE. BARS TO BE PARALLEL TO DITCH FLOW, I ___q.x(k;�-_ 0.765 APPROPATE CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH . PIPE 12" 1 15' - I 181 1 24" 1 ZQ' I 3V 1 42` u__'. =4 13, PAVED DITCHES ARE TO BE TRAN5MONED TO MEET SIZE M DEPTH MNM H 2,1O,,2._41A"2..R1/V RA___ _A3zp_ 31�V 3' -71/2" -2- I IV _I 1-p-8vel n INLET GUTTER AS SHOWN AN STANDARD PG-2A_ CONCRETE $4711.040 _ _ 1 11,1143 11,3�91 1.0�tQ 1 1,731 1 1.92? 1 14. PROVIDE SAFETY SLABS WHEN $PECIMLI ON CUBIC y6BOS THE PLANS. 41CREMENT PER FOOT Of ADDITIONAL DEPTH (141 I =0 :362 CU. YDS. (12" - �W' 0_410 CU. YD$. (42" PIPE) PIPE) I - V00,r STANDARD MEDIAN DROP INLET ROAD AND BRIDGE STANDARDS 12" TO 42" PIPE REIASfON DATE 1, I SHEET I OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION ' 1 104.22 0`17.12A CfNCKIC CATTITER TO (K � ��-"" , CMA _a USED W114 iN-t�A OK.V ,, .a-� A . . _\ - ... F,. I -1 - , FRAW v \ ___._.____. . I * . r- -1 . ".�� - I < -_ ) 1: 4 �.. I I A � == == I -1. I ----,---,-- __71_1 =E:2i_Em1= A x =17-i N1______..__..___ t __ - p I la_!- �-- GRAW .. I 0___� == 1`71 — i _ I [�_,�__E-�I,, - = _F�. i I 4, - i, N,R.q�FD w FRAME ANCHOR L . . . ---Ipf, DIAMETER RENT BAR 44— yng[;� _76___.� 1,13 PLAN �;t� Nqfl� j�j RiTION14 c mom 2 � As. t.• VARIABLE, 3-4- wa,ti.l,,my'l MAX FRAME AND 'GRATE PLAN �_� ...... -,--,---- . - - . 1. Iz, " I - 4K_ u!i fj_w;T1__q_ TZ I , L a 1�1_ " ,I - ;I- Ev.4's V. C_V� SEE TAIK,kAlION afARI FOR i -:,-I-- � 61/1- - ViletAWDIATE LDAIN4 ! � - , - � A, KIP ROLE L -1 ri,c' � -.I--- ....... .. ---.I-.------ - FRAME: SECTION X-X .. . . . . . . . I 0 � GRATE SECTION )(-X f _.3iyc____e" i I,- C , � CIA: I 11 . . . . a S - '16, . 44 . - ... , --- I . . . �_. ,V a 01*5.v a -- " 1, 4- - � 12 1; c vN r (-14-f I _. - , . .? - A � tz A; C VOKL5 Q W' C-C \EAR3 C 0 8' -C � h . 'ril 7iW-1-i I R _,X1'1v__ - - 6 � .......a.,._.,.._., . ' GRATE SECTION Y-Y FQR W' VA. BAN (CHAMBER NOT 5HOWN) (SLOT MAY- BE CAST IN PLACE OR PRECAST) L. ... � SECTION A-A - � '[ - f4M Ett GRATE D1WVN5wK TABLE EI . . FOR ORATE TYK A IA 'A OIIKN!�m 11 11 -- ___ SIEERST CRATE 0,1444,QRS Of.11"I.&C -ftMS H q y/.' C-C __ - - - ---------- - 1UWJ! 31. CQN(.'K0L WT]Eff ERB Sk I"A w , E NOTE 6 . 4� KPtH W*SfR,Q I . I IAC U'*n I In a 3) (41 HJUCAIWA I -RA�A;-Alr ,",Ali - (p I __ , ,AT CLOTH : Ar 5&�Hi AG" .,f ,W*17mllb OR -SI17-- -,IV-,-- FW04 Aictic(.. . , dd OR QRVSHtO GLASS NIS TYPE 1 4 211.11 �W, :$ oprt"3 OAK., , # 76 ON -AC GRADATION 09CILAREW 11 �'111 ;, wvTH. 11 -__ -,-Y..- ----- 46 .: - I . TYK a V, IR 3y+* I OAM v A 121, c•c - • - 01 - m W.N� . I I N a,, r1cr .2, ATM IORAYI& LMTIW A"W. ARQ RURAL at' �CCL551 FKM51KVJ AVM5S 1,U,iKLLY . - - I . . `72P. . W. I,n A Q?Aq+ OROM ARE4L KOESTRIAtt AM`,*1MC AWAS. .. 0 - -B 3, -,U ORATE 0,00!S" TABLE FOR SIZE AM WU 0 Or GRATE OPEW40. IIEGUIREO FOR TYPE A AM lypt-, it GRAM SECTION B (CHAMBER NOT SHOWN) . . 4. PAVED OjICAiES ARE 10 BE TRANSITWS40 to MF41 *tkf CUTIL-K AS SkQINH IN 4TNAMHO Pq12A. 5. �, LL h("LvR=v IAAxc wz,i le X rt, PLA�jljc uAilowAkE Cumt I/," �K,511 OR f-ALV4099 STEEL WISE. UM IVIRE 01"YEA 0.0'. MA4&R 4 MESH HAMIYARE CLOTH ANCHOf= riRKY, To OUTSOC OF smamn . 6. IF WA" MIC24 ORMW IS TOO FLAT TO ALLOW fOR MAJ11TIM MADE To INLET. A SPECIA4. - C.PiTTER DETAk W,A,Q OE IWAR&O ON "$.. 7. WIE VMS 10 BE PARALLEL 70 V101 FLOW. ' B. G0-',2 A14D IX-12A ARE NOY to BE VIX20 AN LOCATIONS 4OR"I-Y aIDJECT TO TRAFfIC, WIWASITE GRANS 10 WAYS UTTEWU 15 REQUM 014 &L Qi-M LONGITUDINAL SECTION V• DWIA. ..4 I (WI,tfi 9*LLT 15 LOCATED ABOVE NOftAL 0,70i GRADE) , Or Lf _TICWR GRATES, mh M,,y VARY BY MA41"ACTU". .... ,.., XV00T VLOAFICATIC RErEltENCEN IWAU H40 YffA0tc,3IAwA;A.v, MULTIGRATE DROP INLET -7_-C`Y-2-C,_-;r T KWIC" GATE FOR PIPE SIZES 12" TO 72" 233 to �,:H VIR-�NA DEPARTMENT Of TRARSFORTAN 302 - - - $EF 5TNQM.AO SL-IFOR A?K[9A8klly OF YLMETY 31.43. B __ `IA Wvi HE TOP Cf MASONRY AS TO BE LgT FIA" L C011CR _� TOTE' W HThwa 10 POW em- SUFF" IN L \ I ADAMIMEN COVER ,W� FRAME 0 . CAAM 6Y TIC USE Or WOITTAR OR .11,1111,==� _F j MCK A$ MCIED III IM CNCKER- i. "I ��, A I I .1 I .... .. I , , � , 1. I ; I rrrrr 1.3cam I i A+.: twrw4wAw zl�v� -_ IIIIIIIIIIIIIIII m �;..,7 : .,...:,.. . L 0"11- A ,��A� : LIIC�SSI_ ��_sl�_� $ZOTION EI-B BRICK CONCRETE OR CGNCREIF BLOCK . HALF PLAN VIEW 13 _f -A HALF SECTION A (WIT41 (ROME AND COMER REMOVE01 III"& I BRICK CONCRETE !jGj TS, 45* LQUAWITILS 5HQ*4 ARE F(M MAWDLE W11TIOLIT 01010 TIC NAOtAfT DISMAMI) fly pAn mus� uE Ocowrw to TABLE OF qm(firkli ------- f!P_T_ C3 = 04 C) ') GO q'4 0) --- (3 te) < cjj' _47i_ ___ - ,1Z (1) 0 (0 Z I- CU I- .- �,- 0 , b •__. 5 C> = (j) E5 = CIO 0 L) - A__,__,ML _ __Jq�m. -_ - -1 W_L_ .1 --- -111-1 ,.a __1 - .91w_ 31��'-- P_�2_ - z 3 m (1) N Al_�S__._A0 _ c: 11) = *5; LLI Ef) _1 t- _-j-_ to _..,_iA__,_ I& ___q.x(k;�-_ 0.765 _.;_L74_11 &W2 It 1.0 I 0.9to @:� Lij §E Z 0 q 212 0970 r- u__'. =4 _.__1s _ .-WA I 0 RA___ _A3zp_ I i� __ ___ ___A!.�__ _tgo__ , I n '!-:�_ _Q_qw_ -,::w _ut A - _ _ _, - - AA--,-, - 2-- WWII* W n OUTAIR fKX,klkANHZ". . 4 ��41 wm V$cv N QuMITITIES. ,M 3.€k AB EN ,Z,10 BE ,A,X? FOR tACH 001 TYL . . 4, kATEMAL . 3 MAY BE URIO( COA4rRCfC Oil AlPRDVL0 VON(�KTC. ;�A-IMC MOCK, ;), � Aft UU0 HIE wtWw 01AIER KOME %S t " MR., 0, mm +%,,. FF. 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A� ;1,4` � I -�,,, � � ,.1", E .", � � , .,��, -, I . �. " ,-'-.' ll�%,-! , 1� ., � ,.__� .1-1. _; i �. �., t ti _ , , K`;�,-,-- -�- � .1-�.-I-I.-.7�---,,_,-L,.-,�l',--*L.,,,-,--_-- _,__ ........ �� :� , . - � .�;,_,-," �.�',.�', , ,1,111_�,�,�M- I �-'-tLL.,L-,-�.",-'-��,--L-L.��-,-'-'�'.';�".""',-"�---'��* 'L FE I ,,�-,4y?,, -v.l,l 1��,' . I�P , . .. -,�__! iw " H cl .R . ... . .W �m - � N eA,.11 ,W,a-,, ------F----- - . . .. — - _. vooT I - - :t , . SURFACE _..... � *, --,,;:,_., . 1. C.G-12 DETECTABLE WARNING .zll ..._� M� 1. �. . . " � , 7777 .1 � ': TYPE 8 %FARAIA Ef ` , - I I I I 1; I I - I , 1_1� STR MOD. VDOT CG-2 DETAIL. (NOT TO SCALE) FACE OF BUILDING GRADE TO DRAIN 0.33' -1 I --- PROP. GRADE ,I 0 H IN 0 0 4 - #4 BARS AT 12" O.C. (MINIMUM COVER: 1,5 a) H = VARIES HEIGHT SHALL BE DETERMINED BASED ON ACTUAL T`IONS CONDI D = 2,0i MINIMUM WHEN CURB HEIGHT EXCEEDS 13". NOTE: 1. STD. VDOT CG-2 SPECIFICATIONS FOR CONCRETE MIX, STRENGTH, INSTALLATION, JOINTS, ETC. SHALL APPLY UNLESS OTHERWISE NOTED. — < :r �4 t2 I r1l N I 0 0) - :2 =) m z LLI 0 Q 9 LAJ k• _< n (A Z 0 — (n > L0 x . I 1 .z .11 0 to N 0 rn M N V) C3 ic �tua n _< " ja V5 d lw E cc v:! 6 — b < ,q - 0 co .0 X i5 S2 , :2 V) ix 11 V) -14.1 x .< ,6 < (D L� I 0 -10 In cq "g z uj t- - S? < z t to ,I ou 0 = Lj ap I > "I >- a- � I j w in _j r•^ . ;a = co X .�z — < 14 n -A 0 co - 11 N 0 _j ". i u@* o 8 T 0- 1` � - S�,LTH 0 tj p ,,�4 r C�l AaA_4��_ 00 I BRIAN A. WETERS Lh W.04140 a A L 0 Z >� >_ a] - m > 0 a M ca -< !�� w w <.3 < 7) 0 8 R 3: kn Q I <� �_,�"�,T__144f�oppz", H ui ui T_ U) _j < — � W >_ < 3: 0 < 0 w ui co m tn 5; _j x " m 0 Nt q < ttZ 0 re) " 9 dl� �4 x uj Do " "it - . .j < -0 ca < - > � U. 0 w d v - 4:1 in - _1 0 v L X . 9! != 90 � Q X =) m *It 1-1 . . 0 0 V.- , q C13 = 0 1 if QATE 07/26/13 v PROJECT NO. " m 0 1`13038009 0 00 SHEET NU ttZ 0 re) 6 1 1 c I E lz 0 T 0 N N J Q LJ 0 D T 0 J 3 CV 0 O O 00 O .N 0 0 V .L V w / 0 0 Q U U 0 c rn c L N O U / 0 z F- T_ 0 �O �-n V)M Vm Ix m .. >� ,LLI Y x U m C N -a' LLB N 3' CONNECTION TO o Q FACTORY INSTALLED TERMINAL BLOCK 0 E H(A) Y O T 9" N 24" 18" o H(B) V' 0 w 3 POLE MO UNTED G N D RECEPTACLE 0 " Op s o V Qp (A ;: 6 • Z U) SUBSCRIPT 99A 99 KING L UMINA IRE NOT TO SCALE K729 150W 240V N c Q �zro _° V) O U ¢ 0 0 = O 0 m 00 Y p fn V) _ o U) N�a N Q _ Q LL. c H(A) 0 n; Op E_�a.- cu a z H N o- Z:) N O N a00 ° H(B) ' w WaN c J w O :2 > (0 GND N �V-) o 0 o w s N O L O O p LL. LJ z c p @0 C3 O La 3 Qp 229 0„ o r CONNECTION TO ,�, L.TH ©p FACTORY ° 20' 0" SUBSCRIPT ��B �� TERMINAL BLOCK �,, E "* r NOT TO SCALE KING L UMINAIRE JEFFREY C. SALLEE JR. N KCH22 22'0 " .r, Lie, Igo. 047144 � OCTAGONAL POLE ° © �Al�3 CL RECEPTACLE WILING PLAN DETAIL o 0 V) E NOT TO SCALE z m m m m a w m o w 0 -1 2 L) 0 ¢ V) ¢ w N N in in U 7 N N O a N a 3 CONTRACTOR TO GROUT VOID BETWEEN BOTTOM OF POLE L AND SIDEWALK WHEN GRADE s NAME PLA TE 3 REQUIRES. GROUT TO BE A Q COLORED EPDXY THAT F- MATCHES POLE COLOR. W Z % "X8" COVER PLATE FINISHED GRADE Z a 1I" CONDUIT WITH (4) E- # 1 OA WG CONDUCTORS 24 „ N s # > OA WG GR 0 UND V # 1OAWG PHASE A CG -2 10AWG PHASE B 10 2„ # 10AWG HOT CONNECTION TO 0 # / FACTORY INSTALLED ° BRANCH CIRCUIT # 10AWG NEUTRAL TERMINAL BLOCK # 1 OA WG NEUTRAL CONDUCTORS AS # 10AWG HOT N #>OAWG GROUND 18 » INDICA TED ON ° LA YO UT PLANS. W r N KING L UMINAIRE N K729 150W 240V Q C_ „ 2 2 1/2" X 5„ 6 I W N co N STREET LIGHT m .c WIRING JUNCTION BOX BOTH SIDES T URE 5' 0 " Q > " ° GRO UND ROD 0 c cn co > L GROUND ROD 9 114" STREET LIGHT c Cn Z o � N JUNCTION BOX CONNECTION TO ° CONNECTION TO CONNECTION TO L BRANCH CIRCUIT BRANCH CIRCUIT POLE –MO UNTED O a c CONDUCTORS RECEPTACLE U C:) U a N CONDUCTORS (TYPICAL OF 4) c ° 48" 0 S TREE T LIGHT WIRING PLAN DE TAIL. U C O N L NOT TO SCALE RM 3 DATE 3 Q) 07/26/13 N PEDESTRIAN LIGHT WIRING ELEVATION DE TA 1130380009 9 IL PROJECT 0 co NOT TO SCALE SHEET NUMBER U 12 r ° z L� �a �a v M� Q) 41 rxi �3 fr, W r *� 'rn �a CJ C7 i.,.1 IT C a, N a C� ...i .3 i r ." u� .� i � r_ E t'3 `� r U)� X .r GENERAL NOTES: 1. ALL LIGHTING FIXTURES SHALL BE PROVIDED WITH AND CONNECTED T❑ A GROUND R ❑D IN EACH ADJACENT JUNCTI ❑N B ❑X. 2, ALL CONDUCT ❑RS INSTALLED IN THE P ❑LE SHALL BE #10AWG AND SPLICED T❑ THE BRANCH CIRCUIT IN THE JUNCTI ❑N BOX, 120/240V 150A ELECTRICAL SERVICE FROM DOMINION VIRGINIA POWER (3) #1 /0 AND #1 /0 GROUND IN 2" CONDUIT WHD PANELBOARD "LP" 150A 1 #� 2 30A #1 �� 35A #6 �� 30A #5 �� 30A #9 �� 20A #10 �� #14 2/� #13 1/-� PANEL "LP" 120/240V MAIN CIRCUIT BREAKER 150A 3 WIRE 10 120/240V 3 WIRE 1,0 120/240V 3 WIRE 1,0 120/240V 3 WIRE 1,0 120/240V 3 WIRE 1,0 120/240V 3 WIRE 1,0 120/240V 3 WIRE 10 120/240V 2 WIRE 1,0 120V I� LIGHTING AUTO CONTROL CENTER "LP" (LCC —LP) OFF ° ON C H N H ' H N H 'I H �� N H �I H N H �I H 'I N H 'I H �� N H '� H ' N H .I H N P 0 WEIR CEN TER ONE -LINE & CONTACTOR DIA GRAM (* EXISTING LIGHTING) ONE -LINE LEGEND & ABBREVIATIONS OP PHOTOCELL. CO CONTACTOR. �� CIRCUIT BREAKER AS INDICATED. WHD WATT —HOUR DEMAND METER. A AMPERE V VOLT N NEUTRAL H HOT PHASE LIGHT CONTACTOR (TYPICAL) N.E. CROZET LIGHTING N.W. CROZET LIGHTING S.E. CROZET LIGHTING S.W. CROZET LIGHTING ALLEY LIGHTING* N. MAIN ST. LIGHTING* S. MAIN ST. LIGHTING* BARRIER GATE MOTOR PANELPOARD SCHEDULE 150 A. MCB, 120/240 V., 1 PHASE, 3 WIRE, 14 KAIC MINIMUM, PAD MOUNT LOAD SERVED LOAD AMPS BKR. TRIP WRE SIZE CKT. NO. PHASE A B CKT. N0. WIRE SIZE BKR. TRIP LOAD AMPS EGAD SERVED A B A B N.W. CROZET LIGHTING 13.2 — 30 1 /0 1 • • ,''lam � ;' /� /f %�H � r�F � /��`^��: / /u. r • • • � k �y,'r� ��1 � m 2 1 /0 35 5.4 � /: ��: N.E. CROZET LIGHTING �?w7,ply � l�. YY fI'�A } l ".�' � / f / '• • • • ♦ • r S��'�,�%r�„/:�:�:'.�::',.'.:::. .�'.:Ylfl�Nf:�.: :J' "�:' +'�'r.• :: \f \.... /`c� "$1`. �� "�� l;n /S %Lr...S #k..�� >2::rk�r C�..:�.. — 13.2 3 of - �� *`; ✓� , � y/l r,`? ♦ i . 4 — 20.4 Z S.W. CROZET LIGHTING 12.4 L 30 1 /0 5 _ Qi Z U 6 2 35 26.6 - S.E. CROZET LIGHTING N — 7.4 7 8 — 26.6 ALLEY LIGHTING 13.8 30 4 9 10 6 20 12`3 - N. MAIN ST. LIGHTING — 18.8 11 12 — 7.3 BARRIER GATE MOTOR 5.4 — 15 6 13 14 10 20 12.3 — S. MAIN ST. LIGHTING SPACE - - - - 15 16 — 7.3 SPACE - - - - 17 18 — — — — TOTAL 44. 39. 76.6 61.6 TOTAL TOTAL CONNECTED AMPS A: 121.4 B: 101.0 NOTE: BARRIER GATE OPERATOR SHALL_ MEET THIS SPECIFICATION OR APPROVED EQUAL /� Q JEFFREY C. SALLEE Jt > Lic. No, 0471 � � r "7�2 f�3 MIm wl F- 0 V) z 0 V) w U N 0 '1f: Nyyx^ "'irkG,h y x '. • - • • • • f - F <,( i f j l 4 /,3t f • • I , • • • : �' tq/ /� 5 ,� '• • i • • — • f / 3? l f :��5 ✓s Y f t ir'�`y:s 41A %� /,�/s. fm /y' yr i •' • — r =00�om cn = � f £ � d] Q4.3P3ogcR Y :. l . 2 f �.. :l //��YS / x"�"i - • •-• • l y 'Y /9 / / /��yyy,.c / %ff f?'/� /ff`fMV': l ::::.. .:. f ��l yj e a - • • • % �f`fS CN YSYI ' JY :.%' / // l y f �' • • ,''lam � ;' /� /f %�H � r�F � /��`^��: / /u. r • • • � k �y,'r� ��1 � m w JW� Q >� �.,.:• %�y � /: ��: "�Sy,7��,+9"3`sfls/�jly� // �� ?w7,ply � l�. YY fI'�A } l ".�' � / f / '• • • • ♦ • r S��'�,�%r�„/:�:�:'.�::',.'.:::. .�'.:Ylfl�Nf:�.: :J' "�:' +'�'r.• :: \f \.... /`c� "$1`. �� "�� l;n /S %Lr...S #k..�� >2::rk�r C�..:�.. f /l l � ...(:.:r �k`:..:f.,r:f : f�l:�:l :;.. ♦ • • • � • .kr:: k:: .,:x:: • {.;. r': :.:: �I / %;;.r;:.r'r:'::;:% .:.,rsn:� it� �.: x . :,�:: ;�:::.�,::r::rrrrr:ar - / �� fy✓�%s�� _ of - �� *`; ✓� , � y/l r,`? ♦ i . r r r r , O CU Z l' L NOTE: BARRIER GATE OPERATOR SHALL_ MEET THIS SPECIFICATION OR APPROVED EQUAL /� Q JEFFREY C. SALLEE Jt > Lic. No, 0471 � � r "7�2 f�3 MIm wl F- 0 V) z 0 V) w U N 0 — N O 04n J z c Q �, °' >� W .cp U � 0 --, a z It =00�om cn = A � N � Q a � � z Sri Z _ � ca Z CN ui [ N m O N _ m _ r� W � dj � m w JW� Q >� Y ¢ N N O 0 W N u- W O00 O Lz a v/ W J � Q Z W N W Ld > C/) Q Z = 11.1 N J U W J LLB o o m m CV N z � CN `r' m m � m -0 Q m co a W 0 � _ w O CU Z `r N L > _ Qi Z U O �_ o L c N m � U v/ W J � Q Z W N W Ld > C/) Q Z = 11.1 N J U W J LLB o CV N W CN `r' m N J -0 Q co � _ � O CU � - `r N L > _ Qi Z U O �_ o L c o DATE 07/26/13 PROJECT NO. 113038009 SHEET NUMBER 12A S� '1i C; EY) Q E 2 "I V} =3 f _- > I X 0 0 C "c [) (7 tr) C: 2,l) K, of Cwt >C 6 t.',7 N) O `'' o U) 1, �2 W _ f J X o) v) ., ,�, 4.1' _ 1 - I "3 G:r Q 0 6 (In co ro 0 01 � (')<• 0 -:Y 111 0- , -' x C�j cn 0 0) _ CV 0 Q) co i t ") 0 r 0 "x N m Pt) C p () (-, E o <C cn -I 0) V) O ill c� ti, }-- " i x C) C;) J Q I co f) O a O -)ali fl) i0 �, r=) of x U 6,; Of L_ '-' L-1 -, rI `w >c V C y NOTE: CROZET AVENUE STA. 101+00 TO 103 +00 N U 1. CONTRACTOR SHALL COORDINATE WITH EMBARQ TO ENUSRE THAT THE EXISTING EXIST,, )AN. SEWER DATA OVERHEAD TELECOMMUNICATION POLES ARE ADEQUATELY AND SAFELY SUPPORTED -- /---,- SSI H RIM 579.30 IN PLACE DURING INSTALLATION OF DITCH INLETS AND STORM DRAINAGE PIPES FENCE AND OWNER COORDINATION NOTE: FOR STRUCTURES 13 -8, 13 -8A, AND 13 -1. 4 °� INV I!� 672.33 (5 G72 °22 PRIOR TO REMOVING THE EXISTING FENCE WITHIN THE TEMPORARY CONSTRUCTION EASEMENT, �. 2, OPEN CUT TRENCHES IN CROZET AVE. TO BE RESTORED AS SHOWN IN THE DETAIL INV OUT (C) 571,97 CONTRACTOR SHALL CONTACT THE OWNERS OF THE DAGNER PARCEL AND INSTALL CONSTRUCTION ON SHEET 11 C. SAFETY FENCE ALONG THE LIMITS OF THE PROPOSED TEMPORARY CONSTRUCTION EASEMENT. :, 3. CONTRACTOR SHALL RELOCATE ALL EXISTING MAILBOXES ALONG CROZET AVE. 8c `" . SSMFI RIM 681.96 TABOR ST. WITHIN THE CONSTR. LIMITS COrLEOPERATIONS ITH VDOT STDS. INV IN () 57a 44 () 575 45 FOLLOWING COMPLETION OF THE EARTHWORK OPERATIONS THE DAGNER PROPERTY, CONTRACTOR z - ----�" A ` -,-, SHALL COORDINATE THE LOCATION OF A REPLACEMENT FENCE (WITH THE COUNTY PROJECT TABOR STREET CONSTRUCTION INV OUT (c) 574 °72 MANAGER AND THE OWNERS) AND INSTALL THE FENCE. THE REPLACEMENT FENCE SHALL NOT BE 1, NOTE DURING SUBSURFACE UTILITY TEST H AL G TABOR STREET, w-_.R,, PLACED CLOSER THAN ONE FOOT (1') FROM THE PROPOSED RIGHT -OF-- -WAY LINE. REMOVAL AND ED 4" CIP WAS FOUND ADJAC HE EXISTI 6" WATERLINE E `,, MH RIM 704.23 REPLACEMENT OF THE EXISTING FENCE SHALL BE CONSIDERED INCIDENTAL To OTHER BID ITEMS # SHEET REFERENCES 2 PROP. ALIGNMENT DATA 7 GRADING PLAN 8--8A BIO;- FILTER DETAIL SHEET 13A CROZET AVE. PROFILE SHEET 13B TABOR ST. PROFILE SHEET 6 -16A LANDSCAPE SHEETS 19 LIGHTING SHEET 5D -15E DRIVEWAY PROFILES 24 PAVEMENT MARKING PLAN -11 THIS 4" CIP SHALL BE EITHER ABANDONED IN- DOT SPECIFICATIONS �- : INV IN O 599,07 AND NO SEPERATE PAYMENT THERETO. N OR REMOVED IF IT CONFLICTS WITH CONSTRUCTION. IF THE WATERLINE MUST BE INV OUT (} 59B,90 6 REMOVED THEN IT SHALL BE CONSIDERED INCIDENTAL TO EARTHWORK OPERATIONS AND NO SEPERATE PAYMENT THERETO. 2. CONTRACTOR SHALL ABANDON THE EXISTING 6" WATERLINE TO VDOT GWENDOLYN H. SMITH ,,., \ �' ,r I 0 �';�: GWENDOLYN H. SMITH I { I T, SPECIFICATIONS BETWEEN STA. 200 +15 TO 201+82 UNLESS IT CONFLICTS WITH AND HENERY W. SMITH 11 � ,:, C. PURCELL MCCUE, III ANP DONOVAN C. AND I I THE PROPOSED CONSTRUCTION. V. TMP 56A2 -1 -7A . ' .F, TMP 56A2 1 -7 k'. ICKEY A. MCCUE ANNE R. DAGNER z ROGER L. AND NOTE: ALL STORM DRAINAGE MANHOLES AND DROP INLETS D.B. 1969 P. 708 D.B. DB 2995 P. 186 ° ! D.B. 321 P. 363 P T TMP 56A2 -1 -8 I ?; TMP 56A2 --1 -9 ,` FAY F. BABER D.B. 321 P. fi 1 , . ' � ; _ : t f �: _ ,, U SHALL HAVE STD. ST---1 STEPS INSTALLED IF THE D B. 1047 P. 232 234 PLAT r t J D.B. 1757 P, 738 , 'i TMP 5fiA2 -1 -11 �r , .3 1' STRUCTURE HEIGHT (H) IS GREATER THAN 4.0 . R-, END ; ROJECT STA. 100-1-95 / r D.B, 699 P. 7 PLAT 1 ID ,; D.B. 789 P. 512 It ` D B 369 P. 335 33fiA ' 13 -7 1 STD DI -12B REQ'D i j TIE TO AEBEMARLE CO. PROJ o 4 > > > f H - 4 8' INV. 694.13 1 » ti; '` „ 141 102 { ., °.' 1` 103 k 1 Q� _.... __. z,__....._._.. _ . �- : I ( > , ,._ - DOWNTO'NOZET SWM PROD. W., _._. _ - ".__.,; IS -1 INLET SHAPING REQ'D I ` Q` 11 4 u W `rCONS . CTED BY OTHERS ` ; ; °: j i (_ .,_..,____,. "...._ EXIST. R/w W N. �` ''. _ Y ` -�' i v~i PROP. TEMP. CQNSTR, EASE. I 3 13 -7 TO 13 -6 190 L.F. - 15" PIPE REQ'D @ 6.62% (3.3' COVER) '' I :, {', Ia . -- .. '-" .. -`- .. °-' .. -" . .. - 1. R 13 9 , o = ),ti''1 # Ilr ( "�' Y;. l...r „- xz.:' -<•,. !'- }`,r ✓_'x. t .3 h%> r� --.86 ' I ''GON'C. S/w V / INV. (IN) 694.13 INV. (OUT) 681.57 . - , - . -.. rn a 7 3 t , 13 -- 1J�. f _ __ _ ti MOD. ti. .12 � D. _r _ „ \. 1-� a 13 -6 1 STD DI -3B L -16 REQ'D 3 ( ) " � , � EXIST. NCE' TO REMOVED .� CROZ STR �: _ t H = 7.4' INV. 677.57 �, r (._� i ; % ;� - �. / Ci� 4 AND. ....LACED.... .... , - .... ET E CON EP ., S INLET SHAPING REQ'D .� .., _._, .. -. SR 2 O r a t`', I 1 SNAP < -� .. _ ..... ,,...., ....., ... .: 4 k ,,, - }. 3 _.._.. _ s .C. a :r :',.J _ .-k, __ r....._..., ..._ / C. 4 , • ,..3 • �:. ! 1. Jiw, J �` L f 7 is _. -_.... _._.. / j // 3 6 To 13-4 33 L.F. 18 PIPE REQ D @ 1.75 /o (6.0 COVER) - r , j // / / % / r , / / / /' f/ f/ / / F. ;i;r,� /` R 0j / / �I , tr] / I / / / ,' / / f f f {., / / / / f r / i / / r / ! / ` � i / 1:1 ( / :� / r / ` , / ` f Pf d .. :, /, ., l'' .�- , ,v' . V INV. (IN} 677.57 INV. (OUT) 677.00 _._�_ --- TO US ROUTE 250 / ' r : r 4 , / ,� ` o +/ r / f' ,� ,I/ ; ,r / f / , Ff t,; f i j f / /; / / % / / Q 11 / t / /' r �.,, .. , a..+ .... 1--_j a ..ra*,w.,.. _,u_ .ic r w., x<u._ , ,y ,- i nm» ro- 'C . wuf - -Fi j W.: > [j r i i[ /I 13 5 1 STD DI 12B RE D ,.., !- / i f /�. -' / % / / ..�' � ..6:.. 1;1�'E F/ / `,,. / } Q (�- 4 T_ i / / > - . -- ... - _.- .. _ a _ _ ..... _ f . _../ .. _ �. / / . / / �+ + r y f r f � �„ 1;5 - <- J � r ; .;..1. r ,' � / l� f Y5, .../ � ,.� .f / ! f r r / / �/, ` r' (� , ,;' f• l s , �r�L. - - , i ti H = 6.0 INV. 689.71 _. i / f / ,; t I / _._ _. _ /.. ..-i- . _ r Q / r .� /' 1 .S - :'r;,i.» ., n. .: r: ^.. �M •a q _ de.. ..d ,:,,. _ r .-'^ d`ii #n- ._.G.. ...,,.f -,_.. -. _ ':d. 'y _.,.. IS 1 INLET SHAPING READ _.. « ____ _ ............. ._......._.- .- ..._._ .. ;° 3 _zlz _. � w • r •✓ Y /I / 3Q._..._ r ,.f ._ ._ `k, - _ j• / \..a 1�_.t.., ,r : _. ...._ _._ r L :, ..y,. r . ,;.. _,_ 3 (... t 30, 13 5 TO 13-4 136 L.F. 15 PIPE RE D 6.40% 4.6 COVER ;.,..:,..,. /. `, @ ( ) Y .r , G % f "�, C I X:I i . ..,.. t.J`.,. " .;., ,. {"� _ t. ., . ,... =.,.,. Y LE T � <Ff^ r 7 / r i INV. IN 689.71 INV. OU 680.99 , PO _ f i `r ( ) ( T) t . PROP. PERM. �. >; M.,.� ..�' -- ,,� [�, .,_; e •;. .. -... ,.. �� - , f BEGIN CONSTR. DRAhNAGE EASMENT , -. •' -• -• •- •- •- •- •-- ••- -• -• -• • -• _. REMAIN ! POLE TO REMAIN J r,,.,.ft J -y 13-4 1 STD DI -3BB (L =16) REA D - ) M. `' �� vl, J ?," STA. 100 +52 � . 13 -8 v �:Y .!,-, N A : f `` 7� r`; �, -, 3 �w = II 9 °`" :;r',s - - .._.. -.r. ..- ,._.._,,_.._..: .._....�• 5,:: A CROZET AVE. CONSTR. ' ' 5 PROP. IS -1 INLET SHAPING REQ'D l \ 3 t , r k j (v , �� '� r`` 7' CONCHS /W �; R f..�1EMP. CQN TR. EASE. 13--1 .�, 4 ti f f,..... .. /-- 13-4 TO 13 -1 79 L.F. 30" PIPE REQ'D @ 0.52% (10.9' COVER) ``► 4 P, P 0 �- BEGIN PROJ. EN04- 002 -126, C -501 t R P. TEMP. INV. (IN} 673.24 INV. (OUT} 672.83 -, ' T- --I t tv `r.` , I, r CONSTR. EASE 1. 11 t W o STA. 102 +66 CROZET AVE. CONSTR. ` ' ' , a- tl ,,, a c�, ti ! 1 6 SPEGIAC``DESIGN WALL "A ._ ' cy_ 13 -8B 1 STD DI -12 READ WITH TYPE A GRATE r� HENRY B. AND SEE DETAIL SHEET 7C y f" i �y "' RUTH D. CHILES �� ' ' `'; t t r H = 8.8 INV. 671.12 HENRY B. AND o Q. TO BE CAST IN PLACE I `_' RUTH D. CHILES i TMP 56A2 -1 -10 �' �' a. fk ; ,��V ,`� � .:a � 4 i. °:�-- EXIST, R/W �' c D.B. 1378 P. 91 P 5 1,1Y3 -4`. $ ' s , " 13 -8B TO 13 -1 40 L.F. - 15" PIPE REQ'D @ 0.20% (7.4' COVER) TMP 56A2 -1 -6 �� -� �, 6 CON /w C. S D.B. 1094 P. 284 ,` •j�:. D.B. 367 P. 153 ; 'i• �' r ti U U ENV, (IN) 671.12 INV. (OUT) 671.04 D.B. 267 P. 249 PLAT , .._, GQQ 5�' 1 gilt -g' t fro Q t �, \ 1, ..� 13 -1 9.6 FT. STD 60in MH -1 OR MH -2 REQ'D '., I j '� , , �,, X " r I !, 1. _.� . -� >_� P :.. L 12 H = 9.6' INV. 670.94 t �O,�jX �O �``� �� , `�...,, � �.. h_, \ , �_, 1 STD. FRAME & COVER & IS -1 INLET SHAPING REQ'D ,` px p � , • c , "' z i__ % 13 -1 TO 13 -8A 113 L. F. - 30" PIPE REQ'D @ 0.51 ° /p (7.5' COVER) -- PROPOSED IN- STREET BIO- FILTER ID Q�� ,�� ' '-` 1. j }';r` . '�',,`r s EXIST. S W TO BE I'll LEGEIyD XQ - ,: •I , INV. (IN) 670.94 INV. (OUT) 670.36 SEE DETAIL SHEETS 8 8A © , = ,(�*.. }i,V {. REMOVED, WITHIN 4 A - STD. VDOT CG -2 ; 3 §��', ; r r�.'..I , CONSTR. I LIMITS 13 -8A 1 STD DI -12 REQ'D W1 TYPE A GRATE I� - OVERHEAD UTILITY POLE RELOCATION �. .- ' C, H = 8.2 INV. 670.26 - STD. VDOT MS -2 W/ CG -2 BY OTHERS • . U� - '/ TYPE A GRATE x = v ! ` �' tw.\ ©� C�( i. 3 STD. HYD. CEMENT SW, W= VARIES Q - RELOCATE WATER METER AND REPLACE l oeo ¥� w 90 --I ,�q • V •.. h 13 -8A To 13 -8 53 L.F. - 30" PIPE REQ'D a> 0.56% (8.8' COVER) SCORE CONC. 3.5 X 3.5 GRID TYP.* SERVICE LATERAL TO THE CORPORATION STOP. , �j .. g ; l / � / U IF EXISTING CORPORATION STOP IS NOT 1 ,d,•..,.; „ �� n t _ __4 u> _ul INV. (IN) 670.26 INV. (OUT) 669.96 Q - 1 ' a , "� --a to EXISTING PIPE TO BE REMOVED USEABLE, NEW CORPORATION STOP AND r �� m 11 cr -o r 13 -8 1 STD DI -7 REQ'D W/ TYPE A GRATE SERVICE LATERAL WILL BE REQUIRED. i,� -, ' ( x N rrt N , 1. L - STD. VDOT CG --12, TYPE B f f � a -V .. . } 4 .� N o t: H = 6.0 INV. 668.90 Q - ADJUST UTILITY CASTING TO FINISHED GRADE QMOD, - SEE MOD. CG -2 DETAIL ON SHEET 11 C }, , " f t t Z as IS -1 INLET SHAPING REQ'D _ \ '' t -' N STD. VDOT CG -12, TYPE A �, t �, m x y 0 U - RELOCATE EXIST. FIRE HYDRANT ASSEMBLY _gp $; %``.;= .,, 1 rn 0 E" 13 -8 TO 13 -9 45 L.F. - 36" PIPE REQ'D @ 0.99% (4.6` COVER) - STD. VDOT CG -12, TYPE C CONNECT TO EXIST. 8" LINE SID f -A,.' t-�y _ y e `z n o Y t . .` rt. i j = ; INV. (IN) 668.90 INV. (OUT) 668.45 Q vo 6 - EXISTING PIPE TO BE ABANDONED Q - RELOCATE EXIST. FIRE HYDRANT ASSEMBLY "° -�pE , t ` �. ; .f %. " "; �' 4 % 13 -9 RAISE EXIST. DI -7 TO FINISHED GRADE W /TYPE A GRATE Q '` 'J= , , tv PROP. RIM 675.75 EAST. INV. 667,59 CONCRETE PAVERS IN CROSSWALK TO BE PLACED IN A `` ` f f ` -;o ` F // + o i. RUNNING BOND PATTERN, PERPENDICULAR TO ROADWAY - EXISTING WATER METER TO BE ABANDONED ` t , , 1. t c, `> 1. TO THE CORPORATION STOP INCLUDING THE 2.5 ,� (AS SHOWN, TYP.). SEE PEDESTR {AN CROSSWALK , , . ` f r ,�, t DETAIL ON SHEET 9 LATERAL PER ACSA SPECIFICATIONS. r , ► 'S: x % 'o I CONCRETE PAVERS IN ALL AREAS BETWEEN STACKED - REPLACE SERVICE LATERAL TO THE CORPORATION STOP, p �. ;f ` 4 -o AND RELOCATE WATER METER AND PLACE INSIDE CASING 13 -5 r >` ` o 0 �° TD. CG-9D lu BOND EDGING SHALL BE IN RANDOM PATTERN (TYP.). 20 S 3. CONTRACTOR TO VERIFY PATTERN WITH CROZET R1891 FRAME FROM NEENAH FOUNDRY OR APPROVED 1 -1 '� 0 !'/ 1�1 ,•i � r W 30' N STREETSCAPE PHASE 1 PLANS FOR CONSISTENCY. EQUAL (SEE DETAIL SHEET 11) ': / ; , - r , ?O -+ 1. N CONCRETE PAVER EDGING SHALL BE PLACED IN , . . � [`(PE 1V IV ��; �, f f'`4 f , r`y -CI ° 13 -2 1 STD DI -36 (L =6) READ STACKED BOND PATTERN (TYP.). SEE SIDEWALK PAVING -- PROPOSED PAVEMENT _ .:,, ) ), i /�. . 3 H - 3.4' INV. 679.12 DETAIL ON SHEET 9 ,. �" , _-� DEMOLITION OF PAVEMENT =; IS -1 INLET SHAPING REQ'D Y" / '. TIE -TO EXIST Q -- - - - PROPOSED LIMITS OF CONSTR. IN CUT > s ! l - / � � _ „ 14 C. 13 -2 TO 13 -3 18 L.F. - 15" PIPE REQ'D @ 0.88 °l° (2.0' COVER) r,/,�,///',//,j - MILLING, OVERLAY, AND BUILD -UP OF PAVEMENT _M H % PROPOSED LIMITS OF CONSTR. 1N FILL ' - '`� • ' ` - INV. (IN} 679.12 INV, (OUT) 678.96 - `' ' �- - PROPOSED CONCRETE ITEMS N. W! [':A.*.. , c., 13 -3 1 MOD. DI -3A REQ'D - NOTE: DOT -DOT- DASHED LINES DENOTE _ 0 4 13-7 !, �'� Y TEMPORARY EASEMENTS. * - CONCRETE SIDEWALK SCORING TO BE '/" TOOLED JOINT UNLESS END CONSTR > o:, r H = 4.8' INV. 678.21 :. i ;:? r •,,. 07 IS -1 INLET SHAPING REQ'D _ OTHERWISE SPECIFIED. TYPICAL SPACING TO BE 3.5' UNLESS OTHERWISE STA. 202 +49 TABOR ST. CONSTR. �. �' s �' NOTE: DOT- DASHED LINES DENOTE PERMANENT SHOWN. PROVIDE SCORES AT CORNERS TO PREVENT CRACKS AS :.cn • , / EASEMENTS. . SHOWN. CONTRACTOR TO PROVIDE A i�" EXPANSION JOIN AT MAXIMUM 0 20' 40' ' ` �' ' . -i , 13 -3 TO 14 -1 75 L.F. - 24" PIPE REQ'D @ 0.50% (3.4' COVER} 20 FT ON CENTER AND BETWEEN SEPARATE CONCRETE POURS AND ��` <` °' \..3,..f, •i • J i , I r INV. (IN) 678.21 INV. (OUT) 677.84 WHERE NEW SIDEWALK ABUTS EXISTING BUILDING AND/ SIDEWALK. ' t, % : ; r. ,-= Ur :1. :� 7:., ,-= 0 °' (3) a PROJECT NO. Lo o Q SHEET NUMBER C-! � w z o o 2 m N O Z -a < LL V) 1= LL NO Ld_ 6 0 i 0 Q � •a N co U Ld cn ,... Z = o C- L .0 o U -Zr 0 z 0 M N O N m z >� �as`�Z° i (_`' o oUQ2o d v v 00 ow) D � X au-C agL, E-� o' cap 0 co r ' to J r11 <o Q � 00 n W J_ p @ gE V o O_ o r rVVB"R&l 0 F' � �� . - MCETR S IP Lic. No. 041405 0113011 _;O ..- ��SIONAL �§ ° ¢ 0!� 4 F- U Q m z >_ >_ m m Q ° Ld Lv 2 � V) 0 a U wj 9 Zd-W p D J T- Z CL 0W O 3: o W 0oN < o p ON-0� Q U) W °' (3) a PROJECT NO. Lo o Q SHEET NUMBER C-! � w z o o 2 m N O Z -a < LL V) 1= LL NO Ld_ 6 0 i 0 Q � •a N co U Ld cn ,... Z = o C- L .0 o U z 0 M N O N m z >� �as`�Z° i (_`' o oUQ2o d v v 00 ow) D � X au-C agL, E-� o' cap 0 co r ' to J r11 <o Q � 00 n W J_ p @ gE V o O_ o r rVVB"R&l 0 F' � �� . - MCETR S IP Lic. No. 041405 0113011 _;O ..- ��SIONAL �§ ° ¢ 0!� 4 F- U Q m z >_ >_ m m Q ° Ld Lv 2 � V) 0 a U wj 9 Zd-W p D J T- Z CL 0W O 3: o W 0oN < o p ON-0� Q U) W °' (3) a PROJECT NO. Lo o Q SHEET NUMBER C-! � w 0 o 2 m N I -a < LL 1= LL NO Ld_ 6 0 i 0 � •a N co U w o cn ,... Z = o C- L .0 o U -Zr 0 DATE °' 07/26/13 -tf PROJECT NO. 113038009 00 SHEET NUMBER 13 E 0 2 U C O O N Q -o c O a T T U �L O r T O 0 0 A O _ 0 n d v c 0 c 0 z v x _ c 0 0 a 0 'L7 4 �r c 0 a a L O c 'L T ,t. 0 0 c 0 a C U N U C O 4 L a 0 C. E c v Q 3 N 0 fl. N O L V L 0 L E � Q7 � U tk C3 -O O . O O 0 4 N t� O O _ L C:. O U U O U .Q 91 (£J LQ N O O I o T O Q O a� M U -C O � C O N J � x V CD O Q N O 0 � O O O c a L � t r- X C t. v G w� U N O *n O a o �V) c 0-0 a w a x o ow �rn w m �O o U �I U� c � E � a n o � v Y X VERT. 5' SCALE 1 'r-- 5' HORIZONTAL 20 SCALE 1 "= 20' ............... - -------- ........ ........ .. . ........ . ..... 4 C V ...... .... W . ......... ..... ....... . .. ........ ... ...... Ln N 1} LL- or cti to ..... ---- ---- .... .. ......... .. ....... 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OWOW ;S— 7 :PRO ENS : -Q ��i �� -- 680 - si ;'_ GS %�V:V -' SM _ _.._._ .._ . __...._ -... _ ............... ......._........._......._....- .. , _. _ ....._.._..... - ..._....._ ....... __... ...__'_ - ._ ..... ..._..__ ...� -_ ._ _.. ._ ... HORIZONTAL 20 SCALE 1 "= 20' )0 +50 101 +50 102 +50 103 +50 104 +50 NOTES: 1. A MINIMUM OF 3' OF COVER SHALL BE MAINTAINED AT ALL WATER SERVICE LATERALS. 2. AN 18" VERTICAL SEPARATION SHALL BE OBTAINED BETWEEN PROPOSED STORM SEINER AND WATER WATER SERVICE LATERALS. Q Q V) w 4} R� U N M �. Z I Q �? C-5 l f/) V} C} X cu a 4' Q M� 4 ,ri _E z �- Q Z w- -' N p c0 al Z ,17 _Q NV) o " w p .. 0 �- 0 �x L TH � Q F r c BRIAN A. • McPETERS LiC. No. 041405 A f ss r � { w 0 0 U m Z , ,_ m z li.a w J p Q d U Q �1 WE W Lo J W �M T— Z o %i.1 Q + W Q r ■ U) W GS3 4 C V W cv CY7 Ln N 1} LL- or cti to Z A 0 C� �.. cu p .� , -.. _ N ...E . 0, E - -__ _ _ : - .. _ : 13 - _ � 1 - _ _ � _ . _ ._ _... ._ .......... . _ .., ... .... .. ... ...... ... _ ...._ .. _ _ _ :: 710 : ... .... . . ...... ............ _ _.. _........ _. _ - . _.. - :._.. __.. _...." ... .. .. __,_ . .. __ _ __ _ _ 3: CLE ... .__ .. 700 ..:....... .... ....... ._ _. -... - . _. _... _ .... 690 ...,,_.__... - . ..... __.._ ....__..._. _. __._ ,. ... .... -.. _...._.._._..:.._ .. ..._..... _. - . 1j .......... ....,_..,w __..._.__ -_ _ ._ _____ __ ___ ___ __ _ .._...__ . _ _.._.. _ .., .... .... . ._ ._.. _ _ . _ ..... ........... . ... .. .... .... . . 680 - si ;'_ GS %�V:V -' SM _ _.._._ .._ . __...._ -... _ ............... ......._........._......._....- .. , _. _ ....._.._..... - ..._....._ ....... __... ...__'_ - ._ ..... ..._..__ ...� -_ ._ _.. ._ ... _ _ _.. ,.....- .. ..... -. ._..___... :.. ... _.... , : :_ - -- _...: 675 IN PR J. 4 02 C7 TA. 1 Q +66 C -O�ET VE � _. . ,� _ ;. 3 7a 3 :. a, . . . EkIS . CRQ ND .. _ . . .__ __ __...._..._. _ _. _ . - ... . _ 665 r' L; N _ - _ .. .. 660 s EXIS � 1 Z I WA P E (NE RL RWSA /G { co u r. °� °� °° °' 00 °' oa csa co oo � co a4 w co to co ct� w � cp )0 +50 101 +50 102 +50 103 +50 104 +50 NOTES: 1. A MINIMUM OF 3' OF COVER SHALL BE MAINTAINED AT ALL WATER SERVICE LATERALS. 2. AN 18" VERTICAL SEPARATION SHALL BE OBTAINED BETWEEN PROPOSED STORM SEINER AND WATER WATER SERVICE LATERALS. Q Q V) w 4} R� U N M �. Z I Q �? C-5 l f/) V} C} X cu a 4' Q M� 4 ,ri _E z �- Q Z w- -' N p c0 al Z ,17 _Q NV) o " w p .. 0 �- 0 �x L TH � Q F r c BRIAN A. • McPETERS LiC. No. 041405 A f ss r � { w 0 0 U m Z , ,_ m z li.a w J p Q d U Q �1 WE W Lo J W �M T— Z o %i.1 Q + W Q r ■ U) W GS3 4 C V W cv CY7 Ln N 1} LL- or cti to Z A 0 C� �.. cu p .� DATE 11/12/12 0 PROJECT NQ. 1130380C?9 SHEET NUMBER 1A ]z v c N G3 a O N N Q i? C a c L Q h v C f Q T Q p p a v .o v N ci c v� v 0 'v 0 N N -a c 0 c O Z h X T 0 0 a a p t3 c a c 0 0 t a 3 a 0 v E 3 V O -0 s Q v v 0 a L. v C a v N v Ti v a Q. v L L2 N a u wc 3 a 41 C -j1 N � V 0. � T a c° O p O � � O 0 N ` Q U U N O 'v= � U o N 1 O GQ x "- M r m oo 0 V) Q a o >,a- a v) If )�:E x 7i w N 0) °o a+ co 0 � a Q L M X r � N I � �X 0 a} O V) O N -o a r) w c 'j--0 . v / to ar to � Q /x c N v aco ° to c 0-0 7 to as V/r oo a Q ao 0 ay to V y ,- Q �C �x C) a. 00) y 00 v QD0 0 O raj o 0r X -0 6 N Cn l< OX F- X X VERT. 5' SCALE 1 "= 5' i 200 HORIZONTAL 20 SCALE 1 "-- 20t +50 201 +50 202 +50 203 10 +00 t 10 +50 11+00 NOTES: 1. A MINIMUM OF 3' OF COVER SHALL BE MAINTAINED AT ALL WATER SERVICE LATERALS. 2. AN 18" VERTICAL SEPARATION SHALL BE OBTAINED BETWEEN PROPOSED STORM SEWER AND WATER WATER SERVICE LATERALS. I .r LLJ Q D co Z 0 1.14 FA- 6 N � cv � M M Q 00 c> �Q u- E Lo 00 ij c(o Y Q � H^ N C7 NUA U 0 @0 a 0 � BRIAN A. McPBTBRS LiC. No. 047405 �1IM13 NAL 11�44� 4 Q 0 U d Z �- m Q a Q Liz U V) COY W W U. C) W 0 C vw M `fir,/ o d c) co 0Q U/ DATE 11/12/12 M PROJECT NO. 113038009 co SHEET NUMBER M 13B 0) Nt � Nt "It -�. W 0') m m N I.C.. 0 LL tU EEi 0 N 2 "t o � co ai DATE 11/12/12 M PROJECT NO. 113038009 co SHEET NUMBER M 13B h 0 1 c 0 E (")t M D 0 1 < < C Q i6 i_- 0 Q ,c) :3 (u I X 9.) 0 v E � 0 1� 0 -0 .n 2 U') " 0 r;) ff) - z,- 5, � X . <) m ill 0 C.> (n 2L CD I I wj _ :- to 0) X l Q .-o n -5"-, �J, 0 v _j �2 �7 c';6) :k t 0) a 0 0 all 0 0 0 Ill) w C? 0 rf) t� > I x � W C)r, V) C> - UD o w (1) t�) 'j-_0 f5r2 CD Q 0 rk- 8 < W x ,� I I e" 41 cn b 0 q) co �7 t-1 je> V_ C> � — Q — p 0 1 N x 0 " — U 'e- u 0) Id 0 _j a I 000), infl) 0 C> o co If) 0 < r') Q I x I o ,�; &� L, 14.) _�� ,I< -, ; , i "p" I ,lll 11 III ll . .. . � - � � ',, _; i ,''011ll''ll 1111 11111, l 1,11 %o Illi'll,ill.1 111101 L__.__F_ . _ __1__1 ,_, �_, , I F:, ,- I �; - I I , "' i 6 - - . � , . ,-- ", ." �, ��111'1` ...... 1`111111 ," , " u I 11 .1 , ,; , I I 11 -148 .. ....... ... 2 ..... . il )"j ;� ,,-,T .. ; . . I -1 ,twi 1 " MM 1 - - I ; � �,; ; ; . I �� f , ;t '1� : I ! I �f i . . . I I b . ? , : i -! 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I \ ii � , ___.. �.. t I ��. \PROP. T ,,,, ...... 111 I � ZZ � , - " *4 - I.. ,__ _v,...4.. ,,. ; 7' , ,;_,,,,�, , -..��...�z-"4�,.--,�"...��..7', , - 0 STAIR CASE W' - `,fl�' _� H - 5 1 '� - s * — - - _\ • ; TO WALL (UNDER . 0 �� )s ; G N�LU A. ". i. '�l , . 1. o � f -- � ; 1) . I, I U � .". .1 -0 STIR. EASI-A I" . . _ ?I ' CONC. S/W'f`,-' I cl , 17 - - TEMP.: " t i i , C �l "i, 7 i s , .1. i ; I N � It_ i n I i i 11 cd,N�TRUCTION BY OTHERS) i � i % ', .. �. ; . k 1, . ! t-- "SPECIAL DI;S N WALL "B f i I 11"...),A R U.j \-,, I tG 'Pl. 1, , i . , ,I f, i WALL W �5 1, " i� L "C" t - t - SEE DETAIL,S�HEET 7C il I I RR . STD. VDOT §4 SPECIAL DESIGN ROGER L. AND t u f I o CN 0 CL 0) :z_ .1 If � z - �p PEC . , . I w� i I CL I I � -� " �1, I ; . I i i, ' �- I 0 I t, , . - I I - I i � I", \ll _,,_,,_ k-OSE v., ili, SEE ?ETAIL SHEET 7C FAY F. BABER z % - , �_l .11 - - . t i , . . I - I "TV 1 'c . , - — � I I I V'- "" - 6_._50%,-,','A = *1 TMP 56A2-1-11 5!, a _, , lk,' I .. . 1. ,/ ', i , ...__111._._.,.1.__ v ... I CD N , , ; lf,�, .11 t z"k I 3: ..... _. C,4 6:1_/1 . ,, V i _.1.1____, < i COUNTY OF ALBEMARLE i '-, :__ -, ( viik",., D. 789 P� 512 w C-4 1 1, " 11-1-1-1, , . '.. -... - 1 ! j I . - . --'�` -,_-_,_, --- ---- , 1 ", , , I 1-1 = , ELIZABETH A. LAWSON s'l, 1 "', I., -,-------, , I I I � 11_1 _` i ! I . � . I ,_,_.1___ -, " . -, 1. i -- `369 P. 335? 60� X !� . . . - --`_, ,aff` 336A 0- �: to al� a. X * ('i/ 1 i ,I-- `1.111--, I - 1, I 'i 0 __ . I , / _ _ -- I .1 � (�� I i .�_,.__., ,_ 11 , , .. Lo _-- ` !,-,--,, ki D.B. 3329 P. 737, 741 i - i _c � 1�,�"�-! I _. _1 I I ". , l, _,,", -1--11.111111 --- - - I i ! 11i ** . 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I q3 . : t>1 I . � t ; 1, &I � — t i I OVERHEAD UTILITY ROLE RELOCATION I t I - i . a , "Y' "", t . - i il a i .. ! � tMl. ..,. w t I I _ - � � i .. .... 1.11 ... . . .... _, 11 I - STD. VDOT MS-2 W/ CG-2 ","I., `,�"- i I BY OTHERS ,,, I i 11 � COUNTY OF ALBEI a .., _', 11 : � i i - - - t I . L I 1; PROPOSED DOWNTOWN CROZET UBRARY , . t 1111--1 " i F...., 114 A I TMP 56A2-1- , * I I _ I , t , i I " � � I � IL, - liI5 . I . I ___ (UNDER CONS1RUCTION BY OTHERS) D.B. 3239 P. 326 . ", kA I � 0 A3 - STD. HYD. CEMENT SW, W=VARIES A ,�- 1,7- RELOCATE WATER METER A, ►ND REPLACE ,I � i 31 wI 11 SHEET REFERENCES SCORE CONC. 3.5' X 3.5' GRID TYP.; 7A I I 3 HE iCORPORAT'ION STOP. i. � _ . ..... - ` v � CROZET AVE. RT, PROFILE SHEET 14C CROZET AVE. LT. PROFILE SHEET 14D IF EXISTING CORPORATION STOP IS NOT 14E 2 A - EXISTING PIPE TO BE REMOVED 15D-15F RATION STOP AND 17 2� c Q 'u 20 LIGHTING SHEET 24 PAVEMENT MARKING PLAN I - SERVICE LATERAL WILL BE REQUIRED. OD. — SEE MOD. CG-2 DETAIL ON SHEET 11 C /�M u 'o e �& — STD. VDOT CG-12, TYPE B A — ADJUST UTILITY CASTING TO FINISHED GRADE 4) �v .s: A .__ — . w IM - DENOTES CURB CUT FOR IN-STREET BIOFILTER (SEE "I - - STD. VOOT CG -12, TYPE A A — RELOCATE EXIST. FIRE HYDRANT ASSEMBLY SHEET 8-8A z 2 , 11- A - STD. VDOT CG-12, TYPE C 4-oc- q1T CONNECT TO EXIST. 8" LINE At tv Q) Ld - 0 - AL — c EXISTING PIPE TO BE ABANDONED A — RELOCATE EXIST. FIRE HYDRANT ASSEMBLY 0 E 2 0 Z� CONCRETE PAVERS IN CROSSWALK TO BE PLACED IN A V _. , RUNNING BOND PATTERN, PERPENDICULAR TO ROADWAY EXISTING WATER METER TO BE ABANDONED lu A — V3 (AS SHOWN, TYP.). SEE PEDESTRIAN CROSSWALK TO THE CORPORATION STOP INCLUDING THE a I;NF DETAIL ON SHEET 9 SPECIFICATIONS. 1� , 1b Jc -a A§ CONCRETE PAVERS IN ALL AREAS BETWEEN STACKED REPLACE SERVICE LATERAL TO THE CORPORATION STOP, lu A — �, z IV BOND EDGING SHALL BE IN RANDOM PATTERN (TYP.). AND RELOCATE WATER METER AND PLACE INSIDE CASING 111 IV 1. a CONTRACTOR TO VERIFY PATTERN WITH CROZET 81891 FRAME FROM NEENAH FOUNDRY OR APPROVED vi c STREETSCAPE PHASE I PLANS FOR CONSISTENCY, EQUAL (SEE DETAIL SHEET 11) V, 'a 0 G SHALL BE PLACED IN ....... �, ......... STACKED � .... 11'''''', EXIST. SAN, SEWEER DMI-A 'o ....... : I - - - - ____._._- v . SEE SIDEWALK PAVING I'll..'' ....... ....... c [""' ....... _ Q ViV) 1 '555NIH RIM 581 t95 1* DEMOLITION OF PAVEMENT Q INV IN (a) 6,78_34, 'l 0 — — — PROPOSED LIMITS OF CONSTR. IN OUT Lm - -) � - PAVEMENT~ :, v ` INV OUT (c) o*Z'1-71`_) L/"/-,�-,j - MILLING, OVERLAY, AND BUILD-UP OF PAVEMENT " E — , _�: - PROPOSED LIMITS OF CONSTR, IN FILL :tl 1w . x / �......- . , It I � L I I I : i .1 . I � 7 I � � z t .t , : I I , . ,I I I - I , , , , ; - . - 4 i I i L . �, .. I . , I . . � I � " , I I � PLAT �, � : � 1111--i . I ,--- • I � , ; L I , i I i 11 , t �i � .� . I , - , I 1 4.:.� �44 I _1 IV— f :�,, L -,-, ,"', "'. 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PROVIDE SCORES AT CORNERS TO PREVENT CRACKS AS 0 . 0 D,B, 366 P. 597 PLAT 0 EASEMENTS. 'a SHOWN. CONTRACTOR TO PROVIDE A Y2" EXPANSION JOIN AT MAXIMUM zn 9 � I WHERE NEW SIDEWALK ABUTS EXISTING BUILDING AND/ SIDEWALK. . . . . ROGER L. AND @ FAY F. BASER TMP 56A2 --1 -1 1 D,8, 789 P_ 512 D,B, 369 P. 335, 336A �..1111111111111111111 .....r� - # 11 SHEET REFERENCES 2 PROP. ALIGNMENT DATA 7A GRADING SHEET 14A DRAINAGE DESCRIPTIONS 14B CROZET AVE. RT, PROFILE SHEET 14C CROZET AVE. LT. PROFILE SHEET 14D JARMAN'S CAP PROFILE SHEET 14E LIBRARY AVE. PROFILE SHEET 14F BLUE GOOSE/METHODIST PROFILE SHEET 15D-15F DRIVEWAY PROFILES 17 LANDSCAPE SHEET 20 LIGHTING SHEET 24 PAVEMENT MARKING PLAN I - — 4m co Lo -1 !� w l 1111111m cv C,4 t� m M c" N zg : .3 z im -0 <9 m () � 1-1111111 0 4) V_ 0 .__ — w = rwA —, z 0 m W 7g —" 0 = d) s 0 4-oc- q1T 5; At 0 < Ld I cr — 4m co Lo -1 !� w l cv C,4 t� m M c" N zg : .3 z im -0 <9 m () � z 0 4) V_ 0 .__ — w = rwA —, z 0 m W 7g —" 0 = d) s 0 4-oc- q1T 5; At 0 < Ld I cr a 0 _l I .1 .1 .1 111z 0 t') N C) C3 1`11 oa = �N V) . in af � � d �o E .- H z. ,,;,- 5 ,X @, :2 § , U' x < C;< U. 11 52 9-- < w Ir- �w E -,5n c-,l o w = w I > ,.j 1-1 >•- " _j - r" to ..- Y _�c � < �t K) _j 0 . 00 `u 11 N 0 Q§- w .5 z 0 C) X 0 <) Q' . . r11 I I �/ �71 BRM A. MCPETERS Lb. No. 041W a � OV3 -4� • lY AL 0 C-9 m Lli < cy- 0 z;.- >_ V) in >_ Ln < c m a w z 1-z C:1 �i Q 0 E m (f) 0 Q 1w, + w =) Z a) < (=) _j T— Z CL 0 W >_ � > < c) < Lo + w ❑ 'ql- N <C70 0 T— 0� Q� llllz� 0 U) LLJ _j 4m co Lo -1 !� w cv C,4 t� m c" N zg : .3 -0 <9 m � 0 4) V_ 0 .__ — = rwA —, z 0 m *9 7g —" Z) 0 = d) s 0 4-oc- q1T mo 0 At DATE 3t ca — 07/26/13 34: PROJECT NO. ;s m 0 113038009 0 -co "' 0 SHEET NUMBER lrl' 14 Ir I (D I-') Cl t1l C5 V-) It 0 0) -cl c" Ci cl 0 N W V) CJ ci rf 0 tJ fl 0-1 x Li chf 14-1 1 MOD. DI-3A REQ'D �2 H = 6.4' INV. 677.74 IS-1 INLET SHAPING REQ'D < < Q) 0 14-1 TO 14-2 37 L.F. - 24" PIPE REQ'D @ 0.50% (4.9 COVER) INV. (IN) 677.74 INV. (OUT) 677.55 14-2 1 MOD. DI-3A REQ'D H = 7.1' INV, 677.45 IS-1 INLET SHAPING REQ'D M cf) 0 14-2 TO 14-3 89 L.F. - 24" PIPE REQ'D @ 0,40% (5.7' COVER) z V) INV. (IN) 677.45 INV. (OUT) 677.10 > Lu ry 14-6 8.0 FT. STD MH-1 OR MH-2 REQ'D STD MH-1 FRAME AND COVER INV. 690.99 14-6 TO 14-4A 92 L.F. - 15" PIPE REQ'D @ 2.50% (6.6- COVER) vi INV. (IN) 690.99 INV, (OUT) 688.70 6 14-4A 1 STD DI-3BB (L=14') REQ'D 0 n < H = 8.8' INV. 684.75 0 C3 N 00 IS-1 INLET SHAPING REQ'D ci tq z tq TO BE CAST IN PLACE z E Q , 144A TO 14-4 71 L.F. - 18" PIPE REQ'D @ 0.49% (73 COVER) .52 C:> C3 0 co INV. (IN) 684.75 INV. (OUT) 684.40 vc), 85- co V) x Q> <C 14-4 RAISE EXIST. MH TO GRADE z PROP. RIM 6 T. NV. 684.30 CIO ¢ t Z ::) ry (n c'q [if 00 0 co z to II 14-3 C NVERT EXIST. DI TO MOD. DI-3A L7 P RIM 685.93 EXIST. INV. 676.77 Ld -j .0 14-16 5.5 FT. STD MH-1 OR MH-2 REQ'D < to -j 0 co Z. STD MH-1 FRAME AND COVER 0, INV. 694.27 z 0 (D 1416 TO 1415 51 L.F. -15" PIPE REQ'D @ 6.00% (4.1- COVER) INV. (IN) 694.27 INV. (OUT) 691.19 N TH 14-15 1 MOD. DI-3A REQ'D H = 5.8' INV. 691.09 IS-1 INLET SHAPING REQ'D o BRIAN A. McPETERS 14-15 TO 14-14 36 L.F. -15" PIPE REQ'D @ 5.50% (4.3' COVER) LIC. No. 041405 INV, (IN) 691.09 INV. (OUT) 689.09 AL 14 -14 1 MOD. DI-3A REQ'D H = 5.8' INV. 688.99 IS-1 INLET SHAPING REQ'D < 0 14-14 TO 14-13A 23 L.F. - 15" PIPE REQ'D @ 5.50% (4.4- COVER) Z V) m INV. (IN) 688,99 INV. (OUT) 687.75 Q w Z m o < Q < ly- 14-13A 1 STD DI-313 (L=6') REQ'D 0 H = 6.1' INV. 687.65 IS-1 INLET SHAPING REQ'D z 14-13A TO 14-13 28 L.F. - 15" PIPE REQ'D @ 5.00% (4,6' COVER) 0 C) Lo INV. (IN) 687.65 INV. (OUT) 686.24 + W 14-13 6.5 FT. STD MH-1 OR MH-2 REQ'D Z) STD MH-1 FRAME AND COVER Z o INV. 686.14 U0 W` 14-13 TO 14-11 56 L.F. - 15" PIPE REQ'D @ 3.76% (5.0' COVER) U) > INV. (IN) 686.14 INV. (OUT) 684.02 w CD 0 0 Looll 0 cl �3 14-12 1 STD DI-313 (L=10') REQ'D W + W H = 3.5' INV. 687.80 IS-1 INLET SHAPING REQ'D q'-I- N c) 0 14-12 TO 14-11 29 L.F. - 15" PIPE REQ'D @ 4.66% (2.1- COVER) < z INV. (IN) 687.80 INV. (OUT) 686.43 o 14-11 7.0 FT. STD MH-1 OR MH-2 REQ'D STD MH-1 FRAME AND COVER INV. 682.88 14 -11 TO 14-10 81 L.F. -15" PIPE REQ'D @ 3.11% (5.6' COVER) INV. (IN) 682.88 INV. (OUT) 680.36 CIO CF) > Lo 14-10 1 MOD. DI-3A REQ'D Q CV � H = 7.0' INV. 680.26 c:) IS-1 INLET SHAPING REQ'D 0-) 04 m 14-10 TO 14-9 54 L.F. - 15" PIPE REQ'D @ 2.50% (5.6' COVER} x cu INV. (IN) 680.26 INV. (OUT) 678.92 u- 0 u- c' 14-9 CONVERT EXIST. MH TO STD. DI-7 W/TYPE I GRATE 0 a) 4 PROP. RIM 685.66 EA ST. INV. 676.45 - N 12- co TYPE A GRATE REQ'D c: co Z 0 14-8 CONVERT EXIST. MH TO STD. DI-4BB (L=6') 12 PROP. RIM 685.40 EAST. INV. 676.22 0 C:) 0 0 0 -4- C'L DATE 07/26/13 CSC O PROJECT NO. NOTE: 113038009 ALL STORM DRAINAGE MANHOLES AND DROP :2 SHEET NUMBER INLETS SHAFL L HAVE STD ST -1 STEPS INSTALLED THE STRUCTURE HEIGHT (H) IS 14A 11E GREATER THAN 4.0 6 C o� a a c a c 0 as X a i3 O 3 u v u c ui i O L/ N a -o a c n a Q a v c 0 c 2 L a L v c 43 G u N 41 QJ u c 4) a L a C a N a O Y L V 3 0- o� 0 L N A � t� N O q_ Q U � � V d U N N7ca. 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N�'� m N E� C7 C1 c:� 0 � a. r c Y J t r n��p��A��j ww l2f AN A.d McMTER 7 N6.0414W Y 1p �� A c3 c� m � w k-- Q m m 0} Z >- ? qd � d Q G1 UJ Q {11 � Le.l v} ca ca � W I,i"� U) �� w C].. W N W < 'W N OC C� W J G'�1 I.W ti �i A, u y{ ti. K i- w rl,.. 2� RZ! �I �w c..i C..� eft C.� n DATE -� 11 /12/i 2 �' F'RC}JE�T NO. 1130384Q9 SHEET NUMBER 1 '""T � a :s! 2 q C7 Z � W t 1 L �� rn m -* 2 N k Q r�1 cis .z a a �x c � �i r M 2 r. fu gQ f-. N�'� m N E� C7 C1 c:� 0 � a. r c Y J t r n��p��A��j ww l2f AN A.d McMTER 7 N6.0414W Y 1p �� A c3 c� m � w k-- Q m m 0} Z >- ? qd � d Q G1 UJ Q {11 � Le.l v} ca ca � W I,i"� U) �� w C].. W N W < 'W N OC C� W J G'�1 I.W ti �i A, u y{ ti. K i- w rl,.. 2� RZ! �I �w c..i C..� eft C.� n DATE -� 11 /12/i 2 �' F'RC}JE�T NO. 1130384Q9 SHEET NUMBER 1 '""T � a :s! (3 0 E ;3 0 0 T >1 E 0 +50 105 +50 106 +50 107 +50 108 HORIZONTAL 20' SCALE 1 �7_ 20 +50 109 +50 NOTES: 1. A MINIMUM OF 3' OF COVER SHALL BE MAINTAINED AT ALL WATER SERVICE LATERALS. 2. AN 18" VERTIAL SEPARA11ON SHALL BE OBTAINED BETWEEN PROPOSED STORM SEWER AND WATER WATER SERVICE LATERALS. I I I 11 Z 6 "N a 1= cof E 00 x -C:3 U- R LO CL C. SRM A. MdPETERS M Noi 041405 0 AL C) Q m :2 < o� < C.) c:j 0 Z U) M V) Jim to IQ I C) Q w + C7) U- C) 0 T_ wow z < u') W < C) 0 < lir- o w < 0 LLJ La CD c*4 v ca 04 > U�- 0 U. W 0 �: Z =) 7r- o C) %t CL DAt 11/12/12 PROJECT NO, 113038009 -_------------ - . ........ .......... .. ........... ................ .. . z 0 VERT. 5 .......... ..... SCALE . . ..... ......... .. .... . . . ............. ........... . ...... . .... .......... CD .... ......... n . ...... . . ........... ......... . . . . . .. . .. ........ ................. ..... ..... .. ............. .. - - ----- OD 0 t2 0 >l< .. ........ . .......... . ............. ---------- .. . . . ..... ... ... ... . ... . ......... . - ----- . . ....... ------- -0 R . .... ....... 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MdPETERS M Noi 041405 0 AL C) Q m :2 < o� < C.) c:j 0 Z U) M V) Jim to IQ I C) Q w + C7) U- C) 0 T_ wow z < u') W < C) 0 < lir- o w < 0 LLJ La CD c*4 v ca 04 > U�- 0 U. W 0 �: Z =) 7r- o C) %t CL DAt 11/12/12 PROJECT NO, 113038009 co SHEET NUMBER 14C z 0 VERT. 5 SCALE IV 5 co 0 0 +50 105 +50 106 +50 107 +50 108 HORIZONTAL 20' SCALE 1 �7_ 20 +50 109 +50 NOTES: 1. A MINIMUM OF 3' OF COVER SHALL BE MAINTAINED AT ALL WATER SERVICE LATERALS. 2. AN 18" VERTIAL SEPARA11ON SHALL BE OBTAINED BETWEEN PROPOSED STORM SEWER AND WATER WATER SERVICE LATERALS. I I I 11 Z 6 "N a 1= cof E 00 x -C:3 U- R LO CL C. SRM A. MdPETERS M Noi 041405 0 AL C) Q m :2 < o� < C.) c:j 0 Z U) M V) Jim to IQ I C) Q w + C7) U- C) 0 T_ wow z < u') W < C) 0 < lir- o w < 0 LLJ La CD c*4 v ca 04 > U�- 0 U. W 0 �: Z =) 7r- o C) %t CL DAt 11/12/12 PROJECT NO, 113038009 co SHEET NUMBER 14C z 0 v e N N a O N N Q a C a G O S T N Y O T v 3 O L 3 tt CJ N U C vi O O 0 N N Q "a C a c O S T Y T a a Tl a C a a a N .Q a a c a i r 0 O 3 C m U 0 N C 0 0) cu Q O t2. E 'a G a O a N a zi v >, o a L Q. N a a N 3 0 »- U L dz 0 v O 3 M 0 M v- r C � m v v �x a rn Q C c O ° � v v �ej°� M� Q 0 U N L ^ I aai � K Q- N 'U O N } N � { 0)0 0 L 0 q N M C T� cn Ct+ X U "C7 N L iaJ •- N -N o 0 0 '� 0 0) C O 00 C L a •_ x r � x co a� o O N 0 a o �L X N (j) � N n O `oa 0� c a0 � U TJ N V) C m � 0 n4i :3o 0 0- N K ., Q.. y �p v eaj 0 a MO f �o � x L L�.. Ld �cr lc�X VERT. 5' SCALE 1 "— 5' 0 0 HORIZONTAL 20 SCALE 1 "=: 20' s79 680 681 a: z 0 Q QT O C,3 N N � U N M ^ � 1 Cn -- 4 M � M cq O Q Q V _E co cn a x ,cn VAX a ui c ca Q � N co p O co . M Z M cn T MO W cv c� p .. U- W U O p 0 cn a- T E A 0 w Yr Y A. BRIAN BRIAN RS Lic. No. 041405 U NAL x s Cs s r 0 � � m 0 U m C1 R7 Q Ctt � W 'Q Vl < twit U t�S (z �C V) C L1 0 C) t W Q wwr� LL 4 00 C./ < O v � Z r rr� Wr J ----- ----------- - -- ----- -- . ...... CS? ..... ... .. .. Nt 0 ... ..... ... L ......... . . - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L . . . . . . . . . . . . . . . .. .. . . Imo- 0 l,.La ............ .. .. . . ........ .... ..... .. . .... ..... ... . ...... . .. ... ........ ... ....... ,_: 0(j) ......... . . .. - -------- --- ...... ... . CD . . ....... . .... ........ ... z 7Z3 a �r J R AN S AP O D RO TE 69 � � � � � � � v.- � 1� -� _..690 690 I �, .... END CONS iA 80 +2 .IB - ^ w. •Imo. - �. r.. - NANS GAPRM ' _� T 6]0 670. i t I T I I r VERT. 5' SCALE 1 "— 5' 0 0 HORIZONTAL 20 SCALE 1 "=: 20' s79 680 681 a: z 0 Q QT O C,3 N N � U N M ^ � 1 Cn -- 4 M � M cq O Q Q V _E co cn a x ,cn VAX a ui c ca Q � N co p O co . M Z M cn T MO W cv c� p .. U- W U O p 0 cn a- T E A 0 w Yr Y A. BRIAN BRIAN RS Lic. No. 041405 U NAL x s Cs s r 0 � � m 0 U m C1 R7 Q Ctt � W 'Q Vl < twit U t�S (z �C V) C L1 0 C) t W Q wwr� LL 4 00 C./ < O v � Z r rr� Wr J 11/12/12 CS? (y LL Nt 0 Q 1 N C�[ a� 14D z 0 l,.La ct3 x Q ,_: 0(j) CD z 7Z3 a �r DATE 11/12/12 Li PROJECT NO. 113038009 0 SHEET NUMBER o 14D z 0 d C w v O �V Q VF Q "*7 C 6 c a s, v X 0 T N :n 6 N 0 .t. -V r Q .0 N U C N U O U N Q C 0 c L a T T v tr ;f C 6 O 0 0 c 0 c 0 a 0 a v c a L 3z C N E 7 U a M L a a a a CL E c 0 0 N tr! 7 4> Qr 4 Q L1 L U L a v v ( u � c cs C v .o � L a Q tj U U (Si Q) N � L (:D c Q 0 -c ° o cn o c > c Qr 9 _j j X �! b Q K'3 0,2 E o r fl) a CL Q? o V) —0 0 U i x c c / rn � W� 000 0-( C v� , I r x q o v O N CL Co a (� U 7 �- ,n I L N x N C� CD Q0 0 oc a �a �ff) E ca I a CC x 'o CS � �� /X Y x H VERT. 5' SCALE 1 "= 5' • 14 +50 15 +50 16 +50 17 +50 18 +50 19 HORIZONTAL 20 SCALE 1 "?= 20' ,. In Y) Z 0 c, tN/yi�1 V N 0 00 a .. Vi cn -co ° V z 'h Q Q :2 co cn _E z`:' co z � O (n 00 L a �3 z Y Q � <Y V) N � O €1 z �C) O k w BRIAN A. MCPETERS Lie. No. 041405 NAL a < © U m Z co Q d m ° z W Q (n < LJ fn © D U W Li o 0 Z W O 0 / < r o( +....+ U Lu Lr) CD c PROJECT NO. ° m 113038009 _�_ SHEET NUMBER 14E W p mac) CCVN -Q O Q iX u— CU vz u°) Q tJ Q -;r �. o cu c� ° v 0- DATE 11/12/12 PROJECT NO. ° m 113038009 SHEET NUMBER 14E p U C 7S O r O V O N N Q C O C 0 O z _v E x 0 .A a O .0 N £t R W U C N U a U n N ro a c 0 T Y 7, c 0 R Q R a a .a C a C a a 0 3 O .0 E 0 0 O L L n O E TJ G a O 0 3 U Q' ,a V3 p W L o. N O L s.. w cU � � U C% U �R C R C •C5 N .4 U O O N w •U N � a v a � v c v 0 T Q N O? u 3 � N rn o 0-0 c �o a C•! N � C 0 w �. c £o Q} �o � N 00� 00 a 2 c [r rn o u7 v v M o a� V) � O o ¢� t 0 t , 00 a) 000 rn O 00 O �2o r7 .� co E c� ( o [r' X -a x VERT. 5' SCALE 1 "= 5' • HORIZONTAL 20 SCALE 1 "— 20' 10 -x-50 11 +50 12 1i a-- Q Q V) Z d V) W w KA � N � O , Z d s� ,� ¢ C1 r Q 0 � cn Q iR < _N u.. E Z �? Q cu Z ( 5 N X () co co Li tr3 cat V) o ¢ Lo N cx o� Q a L� el�T�( p Nt' BRIAN A. McPETERS U0, No. 041405 Sla -NAL �� Q `z a U U Q m Z } m co W G! Z Q M t�ti V) a 1 0. 0 00 w 0) < ..�.a w ""� N W o co CL 0 /w 0 co F— F- < c) 0(/) � + o c) C N (Do ° LJJ rt o Q __j �- A! F-- W Cf) op 7* w 11/12/12 d PROJECT NO. g Lo 5 SHEET NUMBER c� w 6? c.,l � o > r= LL W cll C) o •E I � 00 C a —L- o � .� DATE 11/12/12 d PROJECT NO. g 113038009 SHEET NUMBER 14F IE Q I- 0 t- 5 U Ic vj c- 2 "i) C- Z] _3 F, f7 > I :< () US 0 r) C- Q .21n N-7 C 01 N G C; ") 0 G_ w V) -1) &S I N� s v, C-) -t-% as Er) 00 >,I � _) rya- ,� x cf) G) F, C) Of') n <T a- a. I' - I e3; (f) . , e to a-) 0 0 cj '-) <� r),> f 1 N X 1i) 0) S_W CL ; 0 ,_ IP -. q) r; cr - 0) 0 O 0 J C/) o 6 I`) tM rJ 0 X ,_ v cl) 0) li.J 0 _) I ro (-,) £ </ C) 0 r7 a) r N) �,- t-) GF I (_z : , FA X UTILITY CONSTRUCTION NOTE 1. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING SEWER LATERALS .0 a NOTE: NOTE: BETWEEN STA. 109 +75 + /- TO 111+25+/- AND RECONNECT THEM TO 1. DURING CONSTRUCTION OF IMPROVEMENTS WITHIN THE VICINITY OF THE THE RELOCATED SEWER MAIN BETWEEN THESE APPROXIMATE STATIONS. ** - REMOVE WOODEN POSTS TRAFFIC SIGNAL EQUIPMENT, THE CONTRACTOR SHALL TAKE CARE NOT TO . HARM THE SIGNAL EQUIPMENT OR ITS OPERATION. EXISTING SIGNAL 2. DURING REMOVAL OF EXIST. SAN. MANHOLE L, THE CONTRACTOR SHALL I- FF > P H t • i' tr ' {; TIONz SHALL BE ADJUSTED TO UM T ' ,,E ALE �o 11 iE l f t MITS 0 ON�TR RE►UOJAL OF EXISTING ENMANHOAEEAND INSTALLATIONHANDAGROUTI O OF B _.. I �'�� ! i' I PROPOSED GRADES AS NECE �SARY AS PA�T_._OF �Tj j I CIE LUMP SUM BID PRICE. ' - I 5 ; {t_.____ �I `? I PROPJSEiD SANITARY SEWI R PIPE. z. 1 ({ ti E, ; 4 '. . _.: CRa' T PARTNER - r. i i I ; t 7 S LCC I E ..... __,.....,,__,,,..,,..___....._ f g F i E `; TMP 56A1 1 E j j 58 ; `} Ei , ;... t _ E' is t` �' -- ` < ` s .�',� ti, w •i,' {3 1 P. 115 PLAT >I `I t: r• a-� Qty. 2206 P. 408 �, i l_.m_.;i j ,{ iii =G ..� '# 1 t; r' `[ ; co ✓f y y� a B NK OF A�n Rl ' i` � :f ?0., -, ' i1 I o o Op Q I V 11 • 7 • ' �F 3 A �, r`l. C i,t{ , i': { { ,. '' 4 �} i 7 _+ I 3 v �- •;4 �' I BANK OF AMERICA - - € . . a.. i { U�,n I`); TM 56A1 1 60 :m ,.. {. 3 ir`- v r- ;� .: ,: i o I - TMP 56A1 -1 -59 D.B. 7.6 P. 31 PLAT;`, r` I ; r w = � g Q r� V t PROP. 8 X 8 T D.B. 766 E W "% S &V D.B. 32 ..: P. 348 PLAT " t . i ,: \� ,,, ,, i, , {; I ill S, LLC. / P 31 PLAT ,_ ROZET PARTNER t ! ;11 !, �, iI s ;iit i tlji li i f4 w { f 7I F.,$EI�Ft tt TMP 56A1 1 -63 a > } 1. I I r' t Y , •u vi i S, L 8 INSERTI. N OCCLUDE 'y t� t I� _ o I i•" , 4 .� ;;;,, /.,/ t t. I "irF,^'' f= t t r 7f if 1 __ £' Ii F ,� w D.B. 3081 P. 119 PLAT { .',' , . .: I; ' ,i' ' ( VA VES,,OR PROVED E U L 5 %�. >- _, ' < Q A PROP. $ TO UCER r - %.Y t \ 6 -I D.B. 2206 P. 408 �' Q , / A % �, s _. t _...._.. 1 < O - ..> ..1, , > ,T' s , P. TEMP.... .,CONS . EA E ; i I 11 __, R_ 6. X TS V I "MOUNTA NSIDE" , a, -, , *1 4. w . 4 - * , _ , ..,: ., .. e „ a. ,. ,, w, « ".._.. ,. _ ✓ / 11 m /// \{ 6 "PRIlP: -{ 8 POLYWRAP Ll 6 INSERTN QCCLUDE } , m �� ENCASED DIP WATERLINE EXITING R I ; VALVE OR AF?PROV -,F QUAL rt 1 p► t i i �...{ i r,\ , / , ___,......_- _..-.___ .--t :. { i 1t i 1 )a \ 's i '� i •4 i, •• \ i.l ;�:�•... t i / 1 tf li �' < i li 6 CONC. 'S W _ �� I. I F :r W / ; \ --___. _ f ---- -- aF E _ 113 I ; \ / / , =T �_ - M[� W I F , I - i X 1 y F i }f 3 i, I 'r 4 \ Y , { E. l PROP. S ' t TEL 1 '1 iE v }.. i I i `. _ \ i W. _ 4 E T „ ! w > i. • ,_:FY,. ., .�, .:. :. k, ,.,.,..: , � _ ., : s�. _•_ l �.k .! L: XIS . 1 � ...}.. t �;�i I E T \ � J t _ I „ LFA85 £� _ - _ \ cn T - ..\ }� ,, I / DoE : , �.... .� �,. ...-' , i ,. . , Y , Y •,,., iry { _._- ..,..., d .. , :.....,_ .,. - ,., .. ,. , I. .:. f E E 'P. '.1 4 '.� i mow. t. .. ., r f v h -. a .._. ..3__, ., ' t \ .. _. r / . „ , r - t ' , E SP R11a�_, t . D >v r ,L 1. E ` :._ ._ _ t p,� r. C, _, f (�ll / a Y . , , i , r / i s .__.._.. .._ _ .._.. _s I I t tJ 1 t r u \ \♦„ .. ..., , _ ry „. , 7 , __ ,. ,, 3. _. \,_ _.. , . _. _ w., _.. I_ / Q 1 ,) _.. \, g 1 *---� _ _. PROP. R W , $0 \�^ j , .. 1 a. \ aY� _.. s / / \ / j \� d . i ,5 t .. t.. .. _...... L r , - .V'... ... ..... _ .- ... -__ / 1 > • \ Y / / / __ , _ .. ^. w , / - ...,._._ ..,... , .. , v N � C 0 XI 2. _ i 2 6.-,.. x._,_ , . . S _, j . ,.h, r.,._ ,.. r _ -CONS \ ,. �. �. ET AV It / / / / r / r, .. , 0 o . ♦ / / r .. z ,, 'f' / / I i �� ,� r E. \ / %,. r Ay /( �K .:: Z - �•� ,. 1 �r_ a.,�.. Fir _- , ,,.. ,ab,�� .,: , ,f., a,. , , � > CRO ; .Lj s_ i ._ .- d , rT __. Z \JJ - . _ / / t _ _=71'_.__11_ . _ .._ ,_T - . _ „ .,! ,_,_r 891. • � SR ,OOI . / en r, .. ` , -. ." \ . 24 . t. 1,1 N28.26 _., 7( + J / a• _ r2 r _ : , � .. , ., , , . , .. .. - � +71.85 , �W �.. ,, u.�...,.� , a. �--' co ,- � W REIV1 V t . . m. I T v \ \ 8 ______ y -M. ,. :1 p \ , \ . 300 _ . __..._ _. R ; „,, . ,t i f \ ,,.. • SS\ Q 1 / r�. , , 1 EXI ,,. : n \ / f -• / �: _ _ , ,\ _.- , r , , _... - _ I 1- ST GES �, \ t i T > ., �_ 1.1 + . ' is S v \/ > s. _ _._ _, _w .� , ,_, R40 / _.__ _... _ _ E {� __, _.. _ - �r _ : T r. / {ice •• � / _.f , n .. , . : ,J :. . ,. , E, a .. r 1 .,. ._, ...:\ [ } ., :..,.11�,L- �. ._ . _ .. EXIS _:.�.. W _ , t : �t , \. / z - i } l .. < r . '.C. ,...1.._. ....,.1_..F X rte- - ". i ., y _ E r. , _._, :. i. y } G y , a I r s Z S . .. .;... t ', : / - \,/ 1 I, e r- E Pis \ ..,•\ . \ ,. r./ " : : h. \ ,!' i ii _ 1 \ \ E w. y Q %.'. _- - is f ,� ./ \ /// L \ / / \/ (� ��`� END, PROJ-: �N04 00'2 12 G- 50 tt / . 0 - -__ _ P ,r �\ 1 , - j�Q .....�., u STS. 112 +6 .69 CROZEf AVE __w,. r _,__w ,; 1;. W. STEP .,., ; to r , t s'^"` 1 'y, T _ - .. , --- "'� . _. - I i ! / 11 C..i 4 ..STEP i I_ , , �,.,,.. # ., .., __qI _ �, 1. r Q M J L i, I I t F f .. 7i> ;Y t' /^ \ yit/ $ 1 \...11 i t ,S ,::.i,; .+R y , - e. q -. _ t : 11 i t __, { Q: Q PROP. t Q GN , z .. TEMP.,: / { { , W f L , -DESI ; 8 :�5 BEND. THRUST s ,� w R5, SP CIA OP. i' 17 , o� I f i _._,. "/ t, w PR R CONS y :, y ; " If AJLO K IN.:A000RDA 3 » , ANDANTE LLC k ( { , o t D ,-' Q �; NCE j , , {4/ ; I i f , ; F , , 3 WALL 3 PR P. 1 8 PVC SAN. f ; / y SEWS , .: , , y w.. , o Ei 7E , , . i E 1 - _ , / i TMP56A2 -1 21A /a I' I 11 y Ai SH . 1+ Tf I ASCA ,, DETAIL TD 3 { , i DET [ E • : -- ) � d F ct SE t ; 1 ; , t, �. :. , _ ... fM I D•B. 2753 P. 56 DESC. Q N` , ,: 2 >. 1 ` `..i {-•• J... :'3 it to t 'Y% w,.,. ,S M«y ,.,v...r,,, di t i I et``k :3 11 w [ {¢ 2 1 PE N,. ,. E ' o o :._._., F I F EMN A LLC. r. , .. ,, _..,_M_„ 4 "` „a! CS i'RANSP4RTATION t I �t� 00 t I `.� Ls 1 `; 001'^ ., - _.. M, u `t . TMP _a56A2 1 I -1 ' , E { �.. I t c 21 : >: M r. ,: _..,_ : M P 56 2 I A2 1 4 '4 4 a :. g 1. a 1 E - N r. T O Q �'. % r w i, ;; ..a; • w D.B. 1432 P. 540 542 FIAT SQU E, ,; -' © , II f t_E F: T , D.B. 778 P. 65 • ri t ' ca ti HE AR LLC o I 11 ft, ;:.. , Q a W j �i Z .., 2 O II , 1, -:`,?. I �<•-• °. ',.: " i -« .ki `I i :s # f ..... I ... .. : i k. t `. �� ,:,. E D.B•. 3572 PG. fi7 r? TMP56A2 -1 -22: I w . I, , D B 16 P 80 ,c qk ty Q a l_ ,' 7 ; x I I ; `5 mzll rill 244 TAPER = _ K ,;D.B. 2848 P. 568 0; m ii '`i i i E F ....h ? I D 1 F I :, xw f 2» ID . _, .,I t .B. -.223 P. 62 PLAT I M CHAEL . B fiHE ARE NDER { ALEXA w \f x'' /�j�/ S - I .,.,_,,. -A i i I .. ,_,.,, .:.:...., i4 , . ,. .1 t ' 11 S,U -- MP 56A2 1 20 t t 5 f % _..r s /, .:'. it ie { : i.,.... - x S 9 i - vt , L ;. a } 3 D.B. 3797 P. 357 361 PLAT s �t - - �) I f ' -� AND t , i,'` I JR ;, , F' I e t s i i. y D.B. 3697 P .:. SAND .147 , :E LE { t ,,.. :, , 1 F° CO VII RIDG l E D{ C wt I ft- ON,STIR 50 � tl __ .. _ I 11 _ . , , ,• +60.Of3, GE ,, . ! .. ; D.B 1858 tw {:. N , ._ \� P 596 N ... SANDRiD I . , 11 _, -,:, : I. _ ROY A ;i i n s £ ,.. , ?.. ...: , : - 1., ...yam. -" i# - - r e :'i, I ' , f } c] x 3 t s =k I1 € ; - _. - -> • � _ D 1' I t 1 23.: ,B. ,6a P.. 631 Q LL { A2 A EY ,CONS.J ,. P5 Y TR. TM , .: f > ..... -- r - .. „ .- i r , ., ; ,., .... s . , , I,r S ,.. 3. . ��4 -:, 1fi. I F R DATA 6 P . . D. . _30 _._ _.,._ , 6 \ Q „v 2 P. 0 , 7.. ; -, , 2 1 PLAT a � .. .. ,. _,., D.B ;:� ��, � E ' _)F. LAT i t __. , 36 , _.,, , _ _._r_M �. _ P , , .._ . , r 'j 49 % t ,a. , , , p i = i , ., i , : -; M_.,, ail, li'il t 1 • �3 LEGEND - PROPOSED IN- STREET BIO- FILT R F ID , ,- SEE DETAIL SHEETS 8 - 8A t..� INV IN (a) 694,70 (b) 694.65 15 -2 1 STD Dl -3B (L =14) REQ'D 1 - STD. VDOT CG -2 H - 7.1' INV. 700.8 INV OUT (c) 694.61 rU 0 _ o - OVERHEAD UTILITY POLE RELOCATION IS -1 T APING REQ'D k 0. STD. VDOT MS -2 W/ CG -2 BY OTHERS { V S1 SSMH 4' i 1 1 l E F y( 708.90 3 15 -2 TO 15 -1 75 L.F. - 15" PIPE REQ'D 6.00% 5.7' COVER �L_ I [ ��I ��) 7U I 'S C 0 - STD. HYD. CEMENT SW, W =VARIES Q - RELOCATE WATER METER AND REPLACE ( ) , -� f SCORE CONC. 3.5' X 3.5' GRID TYP.* SERVICE LATERAL TO THE CORPORATION STOP. PROP SAN. SEWER DATA (IN) 700.76 INV. (OU ) 696.24 INV CU' �) I01 �8 IF EXISTING CORPORATION STOP IS NOT 4 - PROP. DOGHOUSE SSMH 15-1 1 STD DI -3B L-6' REQ'D -�- S` -)' M1 -1 RIM 719.28 r] NEW CORPORATION STOP AND "DOGHOUSE" (T ) EXISTING PIPE TO BE REMOVED USEABLE, SSMH RIM 701.40 H = 7.4' INV. 696.1 li`1i I��) 713.52 (5) 713.1 SERVICE LATERAL WILL BE REQUIRED. � _r , -- STD. VDOT CG -12, TYPE B INV. 694.61 IS- . EQD ,INV �! f (c) 712.37 0 - ADJUST UTILITY CASTING TO FINISHED GRADE .4i A - STD. VDOT CG -12, TYPE A 137 LF OF 8" PVC SAN. SEWER @ 4.88% 15 -1 TO 14 -6 8 L.F, -15" PIPE REQ'D @ .11% (5.9' COVER) Q - RELOCATE EXIST. FIRE HYDRANT ASSEMBLY A TO INV. IN 701.33 INV. OUT 694.65 IN . 96. 4 INV. ( 691.09 > A - STD. VDOT CG -12, TYPE C CONNECT TO EXIST. 8" LINE CONSTRUCT PIPE PARALLEL TO EXIST. VIA "DOGHOUSE" 001 MICHAEL B. ALEXANDER 0 - _ MANHOLE E (SEE DETAIL TD --22) 15-4 1 STD DI -3B (L =12') REQ'D TMP 56A2 -1 -20A EXISTING PIPE TO BE ABANDONED �4 RELOCATE EXIST. FIRE HYDRANT ASSEMBLY H = 5.4' INV. 699.9 D.B. 1600 P. 191 Z` IS -1 I S PING REQ'D D.B. 366 P. 597 PLAT Y lt� A CONCRETE PAVERS IN CROSSWALK TO BE PLACED IN A A SSMH RIM 709.31 Q RUNNING BOND PATTERN PERPENDICULAR TO ROADWAY Q - EXISTING WATER METER TO BE ABANDONED INV. 701.33 TYP. SEE PEDESTRIAN CROSSWALK TO THE CORPORATION STOP INCLUDING THE 15-4 TO 15 -3 5 L.F. - 15" PIPE REQ'D 5.50% (4.0' COVER) 0 (AS SHOWN, ). I . (IN) 699,91 INV. (OUT 695.24 DETAIL ON SHEET 9 LATERAL PER ACSA SPECIFICATIONS. 8.29 LF OF 8" PVC SAN. SEWER @ 1.45% N EXIST. TO A INV. IN 701.55 INV. OUT 701.43 AB CONCRETE PAVERS IN ALL AREAS BETWEEN STACKED A - REPLACE SERVICE LATERAL TO THE CORPORATION STOP, MATCH EXIST GRADE AND CONNECT TO EXIST. PVC 15 -3 1 STD DI -3B (L =6') REQ'D o 20' 40' _� T, BOND EDGING SHALL BE IN RANDOM PATTERN (TYP.). AND RELOCATE WATER METER AND PLACE INSIDE CASING PIPE AT ELEV. 701.55 + /- H = 5.3 INV. 695.1 T, IS -1 IN SHAPING REQ'D CONTRACTOR TO VERIFY PATTERN WITH CROZET R1891 FRAME FROM NEENAH FOUNDRY OR APPROVED °' STREETSCAPE PHASE 1 PLANS FOR CONSISTENCY. EQUAL (SEE DETAIL SHEET 11) fl ff PROP. DOGHOUSE SSMH y CONCRETE PAVER EDGING SHALL BE PLACED IN EXIST. 15 -3 TO 14 -16 1 L.F. - 15" PIPE REQ'D .00% (3.8' COVER) STACKED BOND PATTERN (TYP.). SEE SIDEWALK PAVING - PROPOSED PAVEMENT RSSMH RIM 709.46 I . IN) 695.14 INV. (OUT) 94.37" U DETAIL ON SHEET 9 INV. 701.55 N 'L - DEMOLITION OF PAVEMENT 0 - Lz�� I I - PROPOSED LIMITS OF CONSTR. IN CUT y / " /' /,/ - MILLING, OVERLAY, AND BUILD -UP OF PAVEMENT }. - PROPOSED LIMITS OF CONSTR. IN FILL PROPOSED :4 - PROPOSED CONCRETE ITEMS '� STAIRS Q) I- - NOTE: DOT -DOT- DASHED LINES DENOTE '' IV }___ FIE = 715.55 TEMPORARY EASEMENTS. * - CONCRETE SIDEWALK SCORING TO BE %" TOOLED JOINT UNLESS 0.68' 1 Q) OTHERWISE SPECIFIED. TYPICAL SPACING TO BE 3.5' UNLESS OTHERWISE E - NOTE: DOT- DASHED LINES DENOTE PERMANENT SHOWN. PROVIDE SCORES AT CORNERS TO PREVENT CRACKS AS PI NO CURVE PI NO CURVE 1.22' - -�.ZZ' EASEMENTS. 1 IE '� SHOWN. CONTRACTOR TO PROVIDE A /� EXPANSION JOIN AT MAXIMUM PI = 11 1+59.18 PI = 112+33.59 uE 20 FT ON CENTER AND BETWEEN SEPARATE CONCRETE POURS AND p = 50 35' 16" RT. © = 80 42' 54" LT. PROPOSED SIDEWALK SER HEIGHT = 4" _____1 SECTION FROM RAMP TO FRONT DOOR OF "THE MUDHOUSE" (ANDANTE, LLC; NTS 5' HC RAMP I z w w n 12 : 1 10 R J # SHEET REFERENCES 2 PROP. ALIGNMENT DATA 7B GRADING PLAN 15A CROZET AVE. PROFILE SHEET -RT 15B CROZET AVE. PROFILE SHEET -LT 15C 10' ALLEY PROFILE SHEET 15D -15F DRIVEWAY PROFILE SHEETS 18 LANDSCAPING PLAN 22 LIGHTING PLAN 24 I PAVEMENT MARKING PLAN a O 4m � co z 11111110 Q C3 CN O C N rn Nt Z 0: >" W W O n o�Q�0 �y co V V z V_ . � o�x W QD Q Q d!: O T,.3 2 N z n 00 O - to L7 O > o z W N Y ,rl) Ill 0 3- N O JW -4 z O:5" O u C) = a >a_ . I. r- -- U , Q � o I_ O c) C/) (2) d > 4 U a Q � a O 4m � co z T_ Q C3 CN O C N rn Nt Z 0: >" W W O n o�Q�0 �y co V V z V_ . � o�x W QD Q Q d!: O T,.3 2 N z n 00 O - to L7 O > o z W N Y ,rl) Ill 0 3- N O JW -4 z O:5" O u C) = a >a_ . I. r- -- U , Q � o I_ O c) C/) (2) d > 4 U a Q � a O 4m � co z T_ Q C3 CN O C N rn Nt Z 0: >" mo w W O n o�Q�0 �y co V V z V_ . � o�x W QD Q Q d!: O T,.3 2 N ¢ c t^, Q 00 O - to L7 O > J r- + W N Y ,rl) Ill 0 3- N O JW -4 z O:5" O u C) = a >a_ . I. r- -- j I c .0 BRIAN A. MCPETERS vt L.IC. N°. 041405 01/,7o//3 sNAL ,A� EnL� /Q� m MQ r- U t� •.. Q Z } >_ m m w °� w z z t'' Y. 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MCPETERS Lk.- N06 041405 O V T Q 1V AU 0 C_7 CT- M Lid O U C) m m Q W m t� Gt z c� � ¢ w W OOrr.rr, J � r T_ W CL 0:) Q r N 0 W LL. 0 Irma o It i a r a.as W .yam: DATE PROJECT N 00 113a3s0o9 00 SHEET NUMBER 15A I U C N W a U O N N c C a C L O T T v E 0 T v 0 r v a S N U N 41 6 O N N Q C 0 c 0 x T :i T .n a v a a c a c 0 6 N .o a a c v 0 0 3. E v 0 'o 0 N Q a. E v c a O m N N Q�J a 4 tU L 4 N 0 V Q a E w a c 0 .o c � a� a� N po V Q� v o � m N rh �'- o *7 f 0 m O c Q 0 yco a (D N2 C o �x TO_ O V) N Xai U L -D rJ1 N m J) N w.. O O Q c E r'7 x �X v a �a (U� v _c C c v w Gl 4 � v � V) N x C N N a� N C) v 00 a s� QQ N a N X O v 407 N � � W 0 U c Q O <� a � f Q X , L r O_ L O� 00a �c a O" X 'v X `1X VERT. 5' SCALE 1 "— 5' • HORIZONTAL. 20 SCALE 1 "= 20' +50 110 +50 111 111+50 112 +50 113 +50 NOTES: 1. A MINIMUM OF 3' OF COVER SHALL BE MAINTAINED AT ALL WATER SERVICE LATERALS. 2. AN 18" VERTICAL SEPARATION SHALL BE OBTAINED BETWEEN PROPOSED STORM SEWER AND WATER. 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No, 041405 O 3 s 1 l� xO.NA,L' Q Q 0 c� m Z > r m 4 ttl Q w ° wz '� V1 Q LLI v � x cn cs � c3 W Q .r.ra 6d.1 00 R � �� TY LL d' W W C:) 0N_.W .N w w CD L J CD BT 1 N h V V W cy �r co cv X Q LL V T 0 w..._ N s.., -►=s P- tJ) U C7 cL? of o U zF C) 4 DATE 11/12/12 PROJECT NO. 113038009 SHEET NUMBER 15B V C S/1 v Q "0 0 n 4 v c Q c r_ D T _N E X O Y T .Cs Q 0 O L Y 0 L y U C U5 N Q O N Q v c Q D x T A C O 6 Q O -Q O v R Q 0 N D Q D E U D a N a-+ C D Cl V Q D 0. E a d Q R v fY v v 0 Q CL L v 6 � 3 ar Q, v U L U C Q y Q a r s w rt c Q 0 w a =•t U Q CC � v L a 0 c T - O vt _.i {J � V T3 L (.3 �j Q rn 0 c o 00 E 0 � r f- - (? R Q .v Q L v a) a R L C Us 4 � 0 � v Z3 0�, o Q) U7 Q � v ! L �. X ax a 00 0 OQ o o° Y m c E G1 E o f r X 'Q U m Y X VERT. 5' SCALE 1 "--- 5' 0 0 HORIZONTAL 20 SCALE 1 #` 20' 50 +50 51 .I W Q O V) z _Q V) Et-I E47 N .0 N cr> — >; Q C) U 0 o C) � 0 in _E N co r Li I z h SG ¢ .� QU-1� C4 Or- o w �0d ca x NI'TH a t-r Y Y' Y BRIAN A. 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Sa_._. .._.._ . 4 .- _.._._- ... _ .. __.__...- _. . _ ...__... _ -... _ __ _ :_-- ......_.. _._ ...._.. -. AE . -Tfl_. - .42--S. RG- _ _._...... _., _ __ __ ....... . _ - . _ S .E.. 4.. -20- __- �.. -. -..... ...._ ._- . _ _ .....w..... _....... _..... _ _.._... _ ._. _. _- .__ - _ . A. _ . 79 .... A, _.._ .. ....... . CD VERT. 5' SCALE 1 "--- 5' 0 0 HORIZONTAL 20 SCALE 1 #` 20' 50 +50 51 .I W Q O V) z _Q V) Et-I E47 N .0 N cr> — >; Q C) U 0 o C) � 0 in _E N co r Li I z h SG ¢ .� QU-1� C4 Or- o w �0d ca x NI'TH a t-r Y Y' Y BRIAN A. McPETERS LiC. a. 14© N 04 s f sro� X L A Q Q Z , C0 Cl �- m z Q V) < Lu to CS U Q Cy”) w L v— a lla a ...� Q C) __)_ a T 1!�) a 4 Q C!) W C) N w N �t m N J T3 < c'Sa C ca ll- o �- u- W a :E=-+ ui N ti rx7 M 0 a Q 4 t��o V i1. DATE 06/48/2011 Q PROJECT NO. 113038009 SHEET NUMBER F 15C I-E Cl .9 O Vi ii 0 M cr sa qj 61 -5 1:2 1- 7 -7i ti 0 < CL 3 ()o 0 U1 CROZET AVE. 0-) I= Q0 705 Lo + 0) 0 690 Li > 700 .. ..... . ... . .... ................... ....... W 0-) I= Q0 00 L CD 0 690 0 -14- 690. 00 .. .. ... . ....... LjJ CD CD 00 + 06 c C) Lo N + Ln + Lo + n + Lo 00 00 a- 685 .... .... ... .. . 00 + 00 00 co + n oo CD QD 0-4 00 co 690 Q0 Q0 + co ........ ... . 1 a- > Lu -j Q0 Z A 2.00 D > +2 '-100% Q) +2 ,00% > ui M W CL L= 19,6' Lo > > n 1+00 n 0 CL PVI STA = 0+79-59 PV1 ELEV = 683.10 L =10' K = 70 695 ... ... ..... .. I= Q0 00 L 0 690 0 -14- 690. 00 .. .. ... . ....... LjJ C7) 00 CD 00 + 06 00 Lo M f-, Lo N + Ln 0-4 + Lo 00 + co 00 + Lo 00 00 a- 685 .... .... ... .. . 00 + 00 00 co + n oo CD QD 0-4 00 + 0 690 Q0 + + CD ........ ... . 1 a- > Lu -j Q0 Z A 2.00 D > +2 '-100% Q) +2 ,00% > > Lli a- CL L= 19,6' Lo > > n 1+00 n 685 680 675 "' 0+50 CROZET AVE. 0+75 CROZET AVENUE STA. 104 +05 (LT) "BARBER'S PROPERTY" CROZET AVE. .......... .... . ....... ... 6.Lo7. +1.90% 1+00 Nt 675 ....... . ...... . ..... . ........ ..... . .. . . ....... . ........... ... . ........... .. . ........ .... ....... ...... ...... .. cr) 1+00 1+25 CROZET AVENUE STA. 101+37 (RT) "PRIVATE ENTR." 1+50 CROZET AVENUE STA. 108+61 (RT) "B&B CLEANERS" PV1 STA = 0+74.48 PV1 ELEV = 678.55 L=10' I= Q0 00 L 0 690 0 -14- 690. 00 .. .. ... . ....... LjJ C7) 00 CD 00 + 06 00 Lo M f-, Lo N + GO co 0-4 + + 685-1 C) co + co + CD > 00 00 a- 685 .... .... ... .. . 0- Ld > > > -�j n LLJ --j > ui > co + N 685 1 a- > Lu -j > 0- 0- Z A 2.00 D 680 +2 '-100% Q) +2 ,00% 0.00% ............... . ....... ... .. .... Nt 675 ....... . ...... . ..... . ........ ..... . .. . . ....... . ........... ... . ........... .. . ........ .... ....... ...... ...... .. cr) 1+00 1+25 CROZET AVENUE STA. 101+37 (RT) "PRIVATE ENTR." 1+50 CROZET AVENUE STA. 108+61 (RT) "B&B CLEANERS" PV1 STA = 0+74.48 PV1 ELEV = 678.55 L=10' 670 0+50 m I= Q0 00 L 0 "t + 690. Lu (D Lo LjJ a CROZET AVE. F-- r-- + 685-1 C) 00 --i > + CD > 00 00 a- -4- 0� + 0 C-4 00 670 0+50 m 00 L 0 "t < + CROZET AVE. F-- r-- 00 --i n + CD > 00 00 Lo (D 00 -4- 0� + 0 C-4 00 > 00 CD > a Li — 5. ui 0 , 16 076 7 � + .B0% L =22.2' 0+75 CROZET AVENUE STA. 102+74 (LT) "DAGNER'S PROPERTY" CROZET AVE. 1+00 CROZET AVENUE STA. 101 +13 (RT) "PRIVATE ENTR." ui V) z 0 i Emmommimi 6 Vd Z cz) C) 0 -T- 02- 0 w < E^a0 z < W z 0� V) 0 00 Ld C, -j co C) uC) Q m: 00- NLTH OA, OIL 0 BRIAN A. Q MWETERS LiC. No. 041405 &A rn Z >- (n m < u-j o E3 w z 0 w (n 0 C� fl-, 6 (1) W .j LL 0 0� 0- W U-j L < + CROZET AVE. I t I > c\I --i n 690 < Lo (D 00 < M > 00 Lj– Ln 1-: C> co co + N 685 1 a- > Lu -j > 0- 0- Z LJJ w -j > w n D 680 Q) +2 ,00% 0.00% 00 675 91 00 L= 19,6' Lo r"*- co oo cn 1+00 1-1-25 1+50 CROZET AVENUE STA. 101 +13 (RT) "PRIVATE ENTR." ui V) z 0 i Emmommimi 6 Vd Z cz) C) 0 -T- 02- 0 w < E^a0 z < W z 0� V) 0 00 Ld C, -j co C) uC) Q m: 00- NLTH OA, OIL 0 BRIAN A. Q MWETERS LiC. No. 041405 &A rn Z >- (n m < u-j o E3 w z 0 w (n 0 C� fl-, 6 (1) W .j LL 0 0� 0- W U-j < CD 0) C,q c\I < >< W < M > u- Lj– 0 IX 1-: C> 0 ,> N Z 0 D Q) 0 o 2 — (-) c= 0 DATE 07/26/13 PROJECT NO. 113038009 SHEET NUMBER 15D f7 i� C7 N 0 x� v ca N) b [ ?f O> C7 G U) � x o � X 00 (n 03 � 4 � x a� p (� X c) a> u� x ;�-� C} Q N c' vX � U 4., p �A _u [ Q � 41 a Q C) x r� v ai a U U `{1 G 4 h g, p A U N tk v Q U X f1. v U 0 N a s� c Y a) Q u u a c a v N tx ti tz x_ CL C? 3 U 0 n. CL (j Vi d) .a v .y 4) tJ 2 ti v >r v t "Ca N W N f7. N U O V At a v NOTE: CONTRACTOR TO PROVIDE FIELD SHOTS TO VERIFY ELEVATIONS OF EXISTING DRIVEWAY CONNECT AT CROZET UMC. © L CD �CD + N c W CL n°.. PVI STA = 2 +27 PVI ELEV = 691.19 K T 1.41 �-- --- -- 10.00' PVI STA = 2+17 PVI ELEV = 692.30 K = 1.10 10.00' BLUE GOOSE/UMC t 690 685 QID 680 2 +50 2 +25 2 +00 BLUE GOOSE - CROZET METHODIST STA, 11 +86 (LT) "CROZET METHODIST" I AIJUK ) 1. 705 [J CD d Qo r + + `�, + � �' Q ornN + '-o 700 o CD `q a> ( Q ►— m �co t p f— CN > W � co cn F¢- > V) W S a-- W 700 LIJ > cL 695 ... .......... o w al r 690 685 QID 680 2 +50 2 +25 2 +00 BLUE GOOSE - CROZET METHODIST STA, 11 +86 (LT) "CROZET METHODIST" I AIJUK ) 1. 705 TABOR STREET STA. 201 +68 (RT) "PRIVATE ENTR." BLUE G00'SE /UMC t 705 © N C:) 700, �J W 595 °- 685 1+00 {_ hi C lQ-11, PVI STA = 1 + 17 PVI ELEV = 692.98 A. D. = 5.68 K = ✓ o� CD © 00 n! o CD `q a> ( (-p Cam! CN r-) � z + u) +� 700 +� '0,00 ... .......... _ + r a W s— n > W W W t -- [Z.. Q W 695 w w - +6.00% - 0.73% 694 L V6.0 -- _ _ ....... . ..... ._ ......... U > rn ? tt0)y 1+00 1+25 1+50 TABOR STREET STA. 201 +68 (RT) "PRIVATE ENTR." BLUE G00'SE /UMC t 705 © N C:) 700, �J W 595 °- 685 1+00 {_ hi C lQ-11, PVI STA = 1 + 17 PVI ELEV = 692.98 A. D. = 5.68 K = 1.76 --- 10.00 VC i PVI STA = 1+32.50 PVI ELEV = 694.17 A.D, _ --5,28 K 1.89 10.00' VC— 690 — 0 +50 1+25 BLUE GOOSE - CROZET METHODIST STA. 11 +86 (RT) "BLUE GOOSE" 1+50 C CD CD CD N � - TABOR STREET 0; -+ 0; t OW CD y C 00 _f... (� ° f !) o �-o `q a> W W � © CN r-) � z C] CL +� > +� '0,00 –2.00% �- 7 2.00 + 210 r s— 0 + -- L— Q W w w W U > CL �Q G 690 — 0 +50 1+25 BLUE GOOSE - CROZET METHODIST STA. 11 +86 (RT) "BLUE GOOSE" 1+50 C CD CD CD N � - TABOR STREET 0; -+ 0; t 0 +75 TABOR STREET STA, 202+28 (LT) "TABOR PRESBYTERIAN" cn 1+00 rrrr�� Q] W, 1,1111!1 OW C) y 00 _f... (� : ' f !) c-q 8;; 1*r n W W � co W z fit CL W > Cl '0,00 –2.00% �- 7 2.00 +1.40% 210 3 0 -- L— 1 2.2 - ---- -� 0 +75 TABOR STREET STA, 202+28 (LT) "TABOR PRESBYTERIAN" cn 1+00 rrrr�� Q] W, 1,1111!1 r, +rte C � � As c� 0_a S so in < ?< FE z N O00 sw00 y F z �o Y 3: �- � � O � 9CI CJ t Lf.l 4 E� -A NLTH Q , BRLAN a r MOPETERS LIM too. 041440 � � �QN Al, 0 U t� m Z y `� at Q w° m a t!) Q q V U/ W u- 0 ct CL W 0 LU Co cc} y Nt < m c-q 8;; 1*r o co Q z Cl -- a o 210 3 0 0 r, +rte C � � As c� 0_a S so in < ?< FE z N O00 sw00 y F z �o Y 3: �- � � O � 9CI CJ t Lf.l 4 E� -A NLTH Q , BRLAN a r MOPETERS LIM too. 041440 � � �QN Al, 0 U t� m Z y `� at Q w° m a t!) Q q V U/ W u- 0 ct CL W 0 LU Co cc} y Nt < m c-q 8;; 1*r c co Q m �_ LL. -- a o 210 3 0 0 C) vt 0 a DATE 07/26/13 PROJECT NO. 113038009 12 �s SHEET NUMBER 15E I.° L. a7 0 C, CNI sf If) x rj c 1• 01 v Vi .9 0 ro ti f� su E kz rs O Ti fl fd Ci Yi 2 L. ti ti VD 5 Ci Di v.l Cs CROZET AVE. 720: 715 1 . . .......... 710:. CROZET AVE. q- Lo ..... ... . .... ....... o6 00 Ln C) + 0 + (6 CD + CD 0- Ln 705 > co Lli > a- + CD + ui CD r-- 710 W > CL ........... ......... a- uj c/) +1 +2.00% + 0. CF) CF) \o (o L 23.5' n > U) 00 1+25 cv Z CROZET AVENUE 0 —,- :3 o STA. 110+66 (RT) 0 © "RICE PROPERTY" NVAM +12,00%1 +5.46% CROZET AVENUE STA. 109+88 (RT) "SHARED ENTR.11 C-4 f-i CD Lo ro r- I-- C6 1-6 F'O CD + . .... ... .. ... .. ... .. . ............... ....... ... .. ..... . ........ cy) Q0 Qo CN N-) 710 .. ..... 0 Lc) Ln 705 Q0 cl-I —3-20% + CD + ci + CD r-- 710 W > > > Ld uj c/) L-Li Lli --j CF) CF) \o (o 0- n > U) 00 c: cv NVAM +12,00%1 +5.46% CROZET AVENUE STA. 109+88 (RT) "SHARED ENTR.11 C-4 f-i CD Lo ro r- I-- C6 1-6 F'O CD + . .... ... .. ... .. ... .. . ............... ....... ... .. ..... . ........ 113038009 i 720 715 Lo C> 113038009 + 710 .. ..... 0 Lj > CL 705 Q0 C114 —3-20% 700 0+50 CROZET AVE, 710 C) Q0 m CD QZ N Go + + co + 0 705 _Q 1 QO > V) W W LLj _j W L IJ CL c > -L n ..... ...... 700 — —2-007- 2,30% 695 1+00 1+25 L=25.0' 0+75 CROZET AVENUE STA. 110+08(LT) "USPO ENTR." —2.40% CROZET AVENUE STA. 108+99 (RT) "B&B CLEANERS" L-54.0 Ln N-) c-q CD CC + Lj L.Li n rlr-) 00 + (D CD > w > +2.60% CROZET AVE. 1+00 1+50 1+75 mom � I V) Z 0 Q) ommmmmlim " t4-j 0) < z > V) C= 03 ui oz C) VJ 0 CU 0 < LL, T 00 cu X z w 0 03 00 Ld c) o Q) Z 0 T TH 0 H BRIAN A. MoPETERS LiC. No. 041405 or A I�Llo�NAL 4 ;4NAL 0 m 2 Z m LLj LL1 V) < 0 W 0!� V) 0 a 0 I U. 0 ui 7cd W w Lo C> 113038009 C) + iA 1 c\j C14 Lu Q0 C114 C-4 LJ -1p < uj a_ 0 w 00 It-, ucl) CF) CF) \o (o 1+50 1+75 mom � I V) Z 0 Q) ommmmmlim " t4-j 0) < z > V) C= 03 ui oz C) VJ 0 CU 0 < LL, T 00 cu X z w 0 03 00 Ld c) o Q) Z 0 T TH 0 H BRIAN A. MoPETERS LiC. No. 041405 or A I�Llo�NAL 4 ;4NAL 0 m 2 Z m LLj LL1 V) < 0 W 0!� V) 0 a 0 I U. 0 ui 7cd W w Lo C> 113038009 < 1 c\j C14 Lu C114 C-4 -1p < LL 0 w It-, ucl) (3) > U) 00 c: cv Z 2 0 —,- :3 o co = 0 © C) a. DATE 07/26/13 PROJECT NO. 113038009 SHEET NUMBER 15F l; ) .y tv r� 0 ,n c) v) Aw :r. x `yr S7, n �:a 41: ;1? fo t i Si3 I rJ . IC) -ri x ar n; 1�) -� =- ;0 t, X i � ^7 . l..1 M7 • ,,i { ' f:7 L)- n r. L� Lz) N, x PLANT LEGEND KEY BOTANICAL NAME COMMON NAME TREES QTY BP * Betula papyrifera 'Uenci' Renaissance Upright Paper Birch 3 CJ Cryptomeria japonica 'Yoshino' Japanese Cedar 2 LI Lagerstroemia indica Crape Myrtle 0 PAB * Plantanus x acerifolia ' Bloodgood' London Planetree Bloodgood 3 TD * Taxodium distichum Bald Cypress 1 SHRUBS CA Clethra alnifolia Summersweet Clethra 7 IG Ilex glabra Inkberry Holly 12 IV Ilex verticillata Winterberry Holly 10 GROUND COVER CT Carex testacea New Zealand Orange Sedge 89 DC Deschampsia caespitosa 'Northern Lights' Variegated Tufted Hair Grass 48 LM Liriope muscari Liriope 0 PAH Pennisetum alopecuroides 'Hameln'_---t— Dwarf Fountain Grass 0 * Contractor to prune trees to provide minimum 6' clearance from lowest hanging branch # SHEET REFERENCES 13 CROZET AVE. ROADWAY PLAN 8A LANDSCAPE DETAILS 9 STREETSCAPE DETAILS 20 LIGHTING SHEET 3- € 1_ :J :.i € 2 7 J, -;e P CD >' Q F J� 0 f V) Q) x CJi C r *) • "� r s s� Q-1 r) 65 �ry {.a %f3 € �ll E: c5 Y�7 > {() iA ci .5 i� C> { G} .:t 0 v r :J JJ CJ C to <Z 4s 4 r� U 0 v cJ rr tj } i z. a.. 1 4 } ca 'i pJ P YJ i �F i� a .3• s......................... : . ; ..... 7 PLANT LEGEND KEY BOTANICAL NAME COMMON NAME TREES QTY e * Betula popyrifera 'Uenci' Renaissance Upright Paper Birch 0 CJ >a Japanese Cedar 2 LI Lagerstroemia indica Crape Myrtle 2 PAB * Plantanus x acerifolia ' Bloodgood' London Planetree Bloodgood }h QA * Quercus Alba White Oak ' TD s......................... : . ; ..... 7 PLANT LEGEND KEY BOTANICAL NAME COMMON NAME TREES QTY BP * Betula popyrifera 'Uenci' Renaissance Upright Paper Birch 0 CJ Cryptomeria japonica 'Yoshino' Japanese Cedar 2 LI Lagerstroemia indica Crape Myrtle 2 PAB * Plantanus x acerifolia ' Bloodgood' London Planetree Bloodgood 0 QA * Quercus Alba White Oak 7 TD * Taxodium distichum Bald Cypress 0 SHRUBS CA Clethra alnifolia Summersweet Clethra 0 IG Ilex glabra Inkberry Holly 0 IV Ilex verticillato Winterberry Holly 0 � GROUND COVER oo�o CT Carex testacea New Zealand Orange Sedge 0 DC Deschampsia coespitosa 'Northern Lights' Variegated Tufted Hair Grass 0 LM Liriope muscari Liriope 0 PAH Pennisetum alo ecuroides 'Hameln' Dwarf Fountain Grass 0 * Contractor to prune trees to provide minimum 6' clearance from lowest hanging branch RU11'H D. CHILES / l / P sfi,c 'sJ s v D * *NOTES: O M {. C 1. See sheet 8A for plant table and totals 2. See sheet 8A for general planting notes and seeding schedule 3. See sheet 9 for typ. bench and typ. trash can details 4. See sheet 8A for bio— retention details 5. All mulch is to be non — floating organic mulch ® Represents Bio— Retention Area REFERS TO PLANT LEGEND XX XX REFERS TO PLANT QUANTITY .. w t-- 0 Z O CO w Z / 1 C{��j(� y _ . )'', : F 56A2-1-10 I s �h. a J. -� d op 13W3 P Ali D.B. 1094 P� 284 EXI5TIN63 TREE _70 � TO BE PROTECTED > c ��" w °'1rncrr STREET FURNITURE LEGEND EXI5TING TABOR 5T.— HEDGE TO BE RELOCATED — CR -10, CLASSIC SERIES BENCH BY VICTOR STANLEY OR APPROVED EQUAL. L = 6', COLOR: GLOSS BLACK SECURED W/ ANCHOR BOLTS. — RB36, STEELSITES RB SERIES LITTER RECEPTACLE BY VICTOR STANLEY OR APPROVED EQUAL. 36 GAL. W/ TAPERED FORM, COLOR: GLOSS BLACK SECURED W/ ANCHOR BOLTS. GRR -5, 5 BIKE BIKE RACK BY PREEMINENCE OR APPROVED EQUAL, GRAMERCY BIKE RACK, GALVINIZED W/ ANCHOR BOLTS, COLOR: BLACK # O M {. C N O N rn 8A M 9 (n Z (O C LIGHTING SHEET O V Q N S 00 V j�Cn v of X _NQ a°oL E _JU O N CQ a 0 00 M i2 } m J f� � O � y Y n Q M J O ai 00 O O 3 OJ Z O O = o � / 1 C{��j(� y _ . )'', : F 56A2-1-10 I s �h. a J. -� d op 13W3 P Ali D.B. 1094 P� 284 EXI5TIN63 TREE _70 � TO BE PROTECTED > c ��" w °'1rncrr STREET FURNITURE LEGEND EXI5TING TABOR 5T.— HEDGE TO BE RELOCATED — CR -10, CLASSIC SERIES BENCH BY VICTOR STANLEY OR APPROVED EQUAL. L = 6', COLOR: GLOSS BLACK SECURED W/ ANCHOR BOLTS. — RB36, STEELSITES RB SERIES LITTER RECEPTACLE BY VICTOR STANLEY OR APPROVED EQUAL. 36 GAL. W/ TAPERED FORM, COLOR: GLOSS BLACK SECURED W/ ANCHOR BOLTS. GRR -5, 5 BIKE BIKE RACK BY PREEMINENCE OR APPROVED EQUAL, GRAMERCY BIKE RACK, GALVINIZED W/ ANCHOR BOLTS, COLOR: BLACK # SHEET REFERENCES 13 CROZET AVE. ROADWAY PLAN 8A LANDSCAPE DETAILS 9 STREETSCAPE DETAILS 20 LIGHTING SHEET S. Lic. No, 001440 'Al. Z < (y) + mow\ _l O a- T— WOW 0- < O U 0+ W C) o N coo Z �QU U) Way m Y Q m CV O ti W� N O r� Z > c M U_ } m o V-: y ai Q° O � o Ld oo�o Z�M U 4- U a Q V) Q W (n M in U Z < (y) + mow\ _l O a- T— WOW 0- < O U 0+ W C) o N coo Z �QU U) Way m Q CV O ti W� N v r� c > U_ o V-: U_ O ai � o v oo�o U 4- U a DATE 07/26/13 PROJECT NO. 113038009 SHEET NUMBER 16A J :J iJ f.. f' r :U i! a.. CV :i 'r3 f �^ ' iJJ ti. fir) C X <wI LV =jf f Y7 x i3 u Ira i C) f� 1 t� :i frj i� r3 r Ir) w J: Cif �IJ i� !) lw PLANT LEGEND KEY BOTANICAL NAME COMMON NAME TREES QTY BP * Betula papyrifera 'Uenci' Renaissance Upright Paper Birch 4 CJ Cryptomeria japonica 'Yoshino' Japanese Cedar 0 LI Lagerstroemia indica Crape Myrtle 0 PAB * Plantanus x acerifolia ' Bloodgood' London Planetree Bloodgood 3 TD * Taxodium distichum Bald Cypress 3 SHRUBS CA Clethra alnifolia Summersweet Clethra 17 IG Ilex glabra Inkberry Holly 18 IV Ilex verticillata Winterberry Holly 21 GROUND COVER CT Carex testacea New Zealand Orange Sedge 174 DC Deschampsia caespitosa 'Northern Lights' Variegated Tufted Hair Grass 107 LM Liriope muscari Liriope 77 PAH I Pennisetum alopecuroides 'Hameln' I Dwarf Fountain Grass 5 * Contractor to prune trees to provide minimum 6' clearance from lowest hanging branch # SHEET REFERENCES 14 CROZET AVE. 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XX ICI - GRR -5, 5 BIKE BIKE RACK BY PREEMINENCE OR APPROVED EQUAL, GRAMERCY BIKE RACK, GALVINIZED SATE Owl XX W/ ANCHOR BOLTS, COLOR: BLACK 07/26/13 4r j' REFERS TO 0 10' 20' . PROJECT N0. ID PLANT QUANTITY 9 - R -7576, STEEL BOLLARD BY RELIANCE FOUNDRY CO. LTD. 113038009 C OR APPROVED EQUAL. 36" HEIGHT W/ DOME STYLE TOP W/ SHEET NUMBER -,' ) 711 v BLACK FINISH '� F_ PLANT LEGEND N D KEY BOTANICAL NAME COMMON NAME TREES QTY BP * Betula a rifera 'Uenci' Renaissance Upright Paper Birch 0 CJ Cr tomeria 'a onica 'Yoshino' Japanese Cedar 0 LI Lagerstroemia indica Crape Myrtle 0 PAB * Plantanus x acerifolia 'Bloodgood' London Planetree Bloodgood 3 TD * Taxodium distichum Bald Cypress 4 SHRUBS CA Clethra alnifolia Summersweet Clethra 16 IG Ilex glabra Inkberry Holly 16 IV Ilex verticillata Winterberry Holly 1 g GROUND COVER CT Carex testacea New Zealand Orange Sedge 128 DC Deschampsia caespitosa 'Northern Lights' Variegated # SHEET REFERENCES 4��5 CROZET AVE. ROADWAY PLAN gq LANDSCAPE DETAILS g STREETSCAPE DETAILS ��2 LIGHTING SHEET Tufted Hair Grass 78 LM Liriope muscari Liriope 0 PAH Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass 0 * Contractor to prune trees to provide minimum 6' clearance from lowest hanging branch # SHEET REFERENCES 4��5 CROZET AVE. ROADWAY PLAN gq LANDSCAPE DETAILS g STREETSCAPE DETAILS ��2 LIGHTING SHEET ci 0 Vs <3. ;j i i € O Ca O S V 'v} �a 't7 0 r„ Y r: 'u Q a 0 2 i� ,l �3 :J U -:i J k. 7 3 c3 � I � ..a r i� i., .fa z} i € f, i 3 •'� tYJ ° U o 'Cy � Tai .-F CD .3 �.T X J Ir !0 7 < _ 7: t� r D 2 r_ Z Cl) V D 01 O Cl) VJ M M TCl) i M M —I 00 PLANT LEGEND KEY BOTANICAL NAME COMMON NAME TREES QTY BP * Betula papyrifera 'Uenci' Renaissance Upright Paper Birch 1 CJ Cryptomeria japonica 'Yoshino' Japanese Cedar 0 LI Lagerstroemia indica Crape Myrtle 0 PAB * Plantanus x acerifolia 'Bloodgood' London Planetree Bloodgood 0 TD * Taxodium distichum Bald Cypress 0 SHRUBS CA Clethra alnifolia Summersweet Clethra 0 IG Ilex glabra Inkberry Holly 1 IV Ilex verticillata Winterberry Holly 3 O 00 O N O M GROUND COVER CT Carex testacea New Zealand Orange Sedge 11 DC Deschampsia caespitosa 'Northern Lights' Variegated Tufted Hair Grass 3 LM Liriope muscari Liriope 0 PAH Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass 0 * Contractor to prune trees to provide minimum 6' clearance from lowest hanging branch * *NOTES: SHEET REFERENCES 15 1. See sheet 8A for plant table and totals 2. See sheet 8A for general planting notes and seeding schedule 3. See sheet 9 for typ. bench and typ. trash can details 4. See sheet 8A for bio— retention details 5. All mulch is to be non — floating organic mulch ® Represents Bio— Retention Area REFERS TO PLANT LEGEND XX XX REFERS TO PLANT QUANTITY STREET FURNITURE LEGEND W — CR -10, CLASSIC SERIES BENCH BY VICTOR STANLEY OR APPROVED EQUAL. L = 6', COLOR: GLOSS BLACK SECURED W/ ANCHOR BOLTS. — R636, STEELSITES RB SERIES LITTER RECEPTACLE BY VICTOR STANLEY OR APPROVED EQUAL. 36 GAL. W/ TAPERED FORM, COLOR: GLOSS BLACK SECURED W/ ANCHOR BOLTS. GRR -5, 5 BIKE BIKE RACK BY PREEMINENCE OR 'APPROVED EQUAL, GRAMERCY BIKE RACK, GALVINIZED W/ ANCHOR BOLTS, COLOR: BLACK # SHEET REFERENCES 15 CROZET AVE. ROADWAY PLAN 8A LANDSCAPE DETAIL STREET 9 STREETSCAPE DETAIL SHEET 22 LIGHTING SHEET .1 w Q 0 Z O W Z �J, ` o P Ljc: Nn. 001440 "�CgPE R � O M V N O N 0) J M C/i Z > m (>7 Z (D CIO W O ^ i✓ -- = O Cl) vo o°o U LU W < x Q� Q Q O < O Z� O S CU Q H Q Qf (1) N M O 00 M , M 0 M ai W J I- O �? '0 Y �. Q� M J O ° O 00 O N O M O J W CJ O O = � O r �J, ` o P Ljc: Nn. 001440 "�CgPE R � O Z + W i D L.J.. Z Lu O W Q O U+W - N QUO Z U) / LU J Y Q m 11 C% O LU W ;, 04 Z� Q ca M LL , M O ai LO O Q ° O M�M W M `Cr O W Z Y o mkt L U 0 a Q (n Q W V) M O U O Z + W i D L.J.. Z Lu O W Q O U+W - N QUO Z U) / LU J u") O N 11 C% LU W ;, 04 Q ca LL O ai LO O M�M W `Cr O G U o mkt L U 0 a DATE 07/26/13 PROJECT NO. 113038009 SHEET NUMBER 19 END PROJECT STA. 100 +95 100 TIE TO ALBEMARLE CO. PROJ 3 "DOWNTOWN 'CROZET" SWM PROJ. CQ.NSRUCTED BY OTHERS TO US ROUTS 250 Dc01ni 0nK/0TD I 20ZET AVE. CON Tj U3 3w') , ri r� J r) �j w} fx U Uj w 3n eiJ Cf:•"~i 0 u� G'�d J7 r :r..� �3 a. co 3 rr 3) ;i :W 3 7I r v: U) V Ld .2 E� s r v)� X `JI\ LTV STA. 102 +66 EXISTING TREE TO BE PROTECTED EXISTING TABOR ST. HEDGE TO BE RELOCATED N ILL] w W 'W v , I VJ W _Z J U Q 75 CONDUCTOR SCHEDULE 44V rk ' JEFFREY C. SALLEE JR. Lip., No. 047144 " • :.. .: :. .:: .... .; 1p { . ..... TO US ROUTS 250 Dc01ni 0nK/0TD I 20ZET AVE. CON Tj U3 3w') , ri r� J r) �j w} fx U Uj w 3n eiJ Cf:•"~i 0 u� G'�d J7 r :r..� �3 a. co 3 rr 3) ;i :W 3 7I r v: U) V Ld .2 E� s r v)� X `JI\ LTV STA. 102 +66 EXISTING TREE TO BE PROTECTED EXISTING TABOR ST. HEDGE TO BE RELOCATED N ILL] w W 'W v , I VJ W _Z J U Q 75 CONDUCTOR SCHEDULE 44V rk ' JEFFREY C. SALLEE JR. Lip., No. 047144 LEGEND 0 — 12" X 12" X 12" FIBERGLASS JUNCTION BOX. — 24" X 24" X 24" CONCRETE JUNCTION BOX WITH BOLT ON COVER. AURORA 729 PEDESTRIAN STREET LIGHT. X/X SUBSCRIPT DENOTES RECEPTACLE WIRING PHASE ASSIGNMENT / CIRCUIT NUMBER. — NOTES. — PROPOSED CONDUIT. A — CONDUIT CALLOUT. .. m wl Q 0 V) z O w Ir ■■■■■■IB U a (3) #10 AWG, (1) #10 AWG GROUND IN 1.5" CONDUIT { A (3) #2 AWG, (1) #2 AWG GROUND IN 2' CONDUIT EXISTING TREE GROVES g ,' O _ C) 0 0 00 m a0 U) ON BOTH SIDES OF ENTRANCE f 3 (3) #1/ 0 AWG , 2 #6 AWG , 1 # 1 0 GROUND IN 2" CONDUIT TO BE PROTECTED ` 04 Z H D' Z) N M W O N 00 2 .. L (3) #4 AWG, (1) #4 AWG GROUND IN 2" CONDUIT O N s� (3) #2 AWG, (3) #4 AWG, (1) #2 AWG GROUND IN 2" CONDUIT Y Q .. A (2) #6 AWG IN EXISTING CONDUIT SHARE EXISTING GROUND LL.. N 0-' ow 0 N OO 0 O O = LO (L Z (2) #6 AWG, (1) #6 AWG GROUND IN 2" CONDUIT Q 8w < (3) #1/0 AWG, (1) #1/0 AWG GROUND IN 2" CONDUIT i `> ` L 0 20' 40' LEGEND 0 — 12" X 12" X 12" FIBERGLASS JUNCTION BOX. — 24" X 24" X 24" CONCRETE JUNCTION BOX WITH BOLT ON COVER. AURORA 729 PEDESTRIAN STREET LIGHT. X/X SUBSCRIPT DENOTES RECEPTACLE WIRING PHASE ASSIGNMENT / CIRCUIT NUMBER. — NOTES. — PROPOSED CONDUIT. A — CONDUIT CALLOUT. .. m wl Q 0 V) z O w Ir ■■■■■■IB U N °w N o t7 —� Lo Z Q Q� > L -� V w ^ Q Z d O _ C) 0 0 00 m a0 U) _ O x Q Q � Z - s c r 04 Z H D' Z) N M W O N 00 2 m L � m -0 W -3 w r �- > m �_ Y Q .. O 0 N N 0 w LL.. N 0-' ow 0 N OO 0 O O = LO (L Z W Q � � Z (N W W > () Q Z Q �— E-- Z W _ 0- N C� O J � U 1"1"I —� Lo m M N O z r 04 � M W m � m -0 �- cu �_ LL m 0 LL.. W N W O cu Z L Q CV < w O M ` L 7_ U w w m U U) m n U Z W Q � � Z (N W W > () Q Z Q �— E-- Z W _ 0- N C� O J � U 1"1"I —� Lo Vl o N N W 04 � M W N -0 cu �_ LL LL.. n0 u _ N �°n O cu — L > CV Z 7Z3 O ` L 7_ O c) ,o o U U a DATE 07/26/13 PROJECT NO. 113038009 SHEET NUMBER 20 r:) �J 0 r; E .2 - eo ae cc, oz cyl so \\ em Pa rn X pq A G2 cl cog co C, co I �181 ad I ED W IJ On 0 C.) � \ ee \\ go Jr 13 r� rd cJ a r*3 C�J 4!F CJ Ci a rt rj Cad rr� � `/X V a; r`3�.. Z rn . 4.1 01 N y 7� T v3 {7 T y X J Q 1 J: .N 2 :a o; Ci C �i n; is I .C. Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description Max /Min 12 Aurora Jr CB037P SINGLE 14000 0.750 K700 -RFL- III -15OMH 2.70 6 Aurora Jr CB037P SINGLE 16000 0.750 K700 -RFL- III -175MH Numeric Summary Label CalcType Units Avg Max Min Avg /Min Max /Min Corzet Ave. Illuminance Fc 1.6 3.1 0.6 2.70 5.17 Corzet Ave. /Main St. Intersection Illuminance Fc 1.7 3.0 0.8 2.13 3.75 Northbound Intersection Luminance Fc 1.1 2.1 0.5 2.2 4.2 Northbound Intersection Veiling Luminance Fc 0.05 0.2 0.0 N.A. N.A. Southbound Intersection Luminance Fc 0.9 1.5 0.6 1.5 2.5 Southbound Intersection Veiling Luminance Fc 0.0 0.0 0.0 N.A. N.A. Northbound North of Intersection Luminance Fc 0.9 1.6 0.6 1.5 2.7 Northbound North of Intersection Veiling Luminance Fc 0.04 0.2 0.0 N.A. N.A. Southbound North of Intersection Luminance Fc 0.9 1.5 0.6 1.5 2.5 Southbound North of Intersection Veiling Luminance Fc 0.0 0.0 0.0 N.A. N.A. Northbound South of Intersection Luminance Fc 1.3 2.2 0.7 1.9 3.1 Northbound South of Intersection Veiling Luminance Fc 0.0 0.0 0.0 N.A. N.A. Southbound South of Intersection Luminance Fc 0.6 0.9 0.4 1.4 2.3 Southbound South of Intersection Veiling Luminance Fc 0.07 0.2 0.0 N.A. N.A. INS V) Z O W Of M m O M >_ m ° Q w °° 0 w J 0 `'1 U Q N ¢ w � C1 o v U _U z W < W ::) J5Z a_ 0W C� O Q Z = �-- ~ a' N LLJ JO C� J � ��U W O W 4M LO o LL � CV CV � O�v W CV `Y' m V C-0 Q .cXa Q ca > LL o W Lr) O a, 'T L > CN H W Z o cr) 0 0 C U d°- U a DATE 07/26/13 PROJECT NO. 113038009 0 30' 60' SHEET NUMBER 23 r; G CN E :i z R z U CC,4 0 N 00 t7 Z Q >r V) co L -� U Q z , O o 0 = O vo :2 W in _ Cn V) U_ X N Q a L E 0 to L c Z H � N O N _ - K) I w I J W > Y Q N V O o w 00 N W O Z 800 O LO _ CL M m O M >_ m ° Q w °° 0 w J 0 `'1 U Q N ¢ w � C1 o v U _U z W < W ::) J5Z a_ 0W C� O Q Z = �-- ~ a' N LLJ JO C� J � ��U W O W 4M LO o LL � CV CV � O�v W CV `Y' m V C-0 Q .cXa Q ca > LL o W Lr) O a, 'T L > CN H W Z o cr) 0 0 C U d°- U a DATE 07/26/13 PROJECT NO. 113038009 0 30' 60' SHEET NUMBER 23 r; G CN E :i z R cq 4) `11 i+ I : '.. - C. 0 .- - om'l ?') - �_'i EN . , (.C; c"l -5 : 11, , c'; - I 1 15 - 11) .Z �rl . - , 1 4- � - I 1 10 ' :,, ,:) t , __J � r;l I � _Q , , cl! 0 C�ll 0 • 0 00 . tt) 01 - 1,0 * - " " - d; - s - d., � . 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TYPE B, CLASS Ill 4" SOLID WHITE LINE, EPDXY PAVEMENT MARKING 0 [n MOUNTED SIGN AND SUPPORT(S) Q) ') 10 ___U__ ,I 0 ') u I- C — p I - - - i_t,,� un � , � EXISTING SIGN TO BE REPLACED ALONG WITH POST TYPE B, CLASS Ill 24" SOLID WHITE LINE, EPDXY PAVEMENT MARKING , L,.- - I �2 _rll� . K () w, - W El .11-1= 0 it u ' �i -,. 1, 0 , 177 EXISTING SIGN TO BE REMOVED � Q) ,; - r-;4 TYPE B, CLASS Ill 6" SOLID WHITE LINE, EPDXY PAVEMENT MARKING ,�-,s A l _�: ,_� .. 0 1 - , -- ><. , - ,-- - , I ' I I ,11.� iz;("! : - f LANE USE ARROW, TYPE 8 CLASS I THERMOPLASTIC ALKYD PAVEMENT I " ,_ 'i , , , - < q,, v)_ I F 0 'Zo �__ _l EXISTING SIGN TO BE RELOCATED WITH NEW POST AND BE RELOCATED MARKING )� -1 � 0�, ') _� a ,2 NOT USED "-I = .1 PROPOSED SIGN 0 ') r - � a f-- . ;,' BICYCLIST SYMBOL WITH BICYCLE LANE ARROW, TYPE B CLASS I 1 6 < 1-D 0 THERMOPLASTIC ALKYD PAVEMENT MARKING �� l I ,c: ,_ I- I j I I 1 3. ALL SIGN BACKS SHALL HAVE A BLACK FINISH 0 501 loo, APPLIED BY THE SIGN FABRICATOR VERSUS I I STANDARD GALVINIZED FINISH, 6wmM!%m=wd --I 1 4. ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN G) TYPE 6, CLASS Ill 4" DOUBLE SOLID YELLOW LINE SEPARATED 1' EXPDXY ACCORDANCE WITH THE CURRENT EDITON OF THE PAVEMENT MARKING .MIANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CURRENT VDOT SUPPLEMENT. 0 TYPE 6, CLASS Ill 12" SOLID WHITE EPDXY PAVEMENT MARKING (12" SOLID WHITE LINE WITH 2' SPACING) RELOC. EXIST. BUSINESS SIGNAGE - DENOTES THAT C) TYPE 6, CLASS Ill 18" SOLID WHITE LINE, EPDXY PAVEMENT MARKING ALL COORDINATE WTIH THE (18" SOLID WHITE LINE WITH 5' SPACING) MANAGER ON RELOCATION OF EXISTING BUSINESS SIGNS WITHIN THE PROPOSED RIGHT-OF-WAY. THE CONTRACTOR SHALL TAKE CARE WHEN REMOVING, STORING, AND INSTALLING THE EXISTING BUSINESS SIGNS. ANY SIGNS DAMAGED BY THE NEGLIGENCE OF THE CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO THE COUNTY. (.0 LLj a) -,- _j Lo 5 0:� "T -r cllj < " r� c) �!� :2 m w " M C14 zil 100 .. _3 -0 < (11<5 < m > LL 0 V__� 6 c) Lo o(j) = 7 (14 "! >_ 14-• 00 L_ I — = N't Z c) m m 2 �2 s- 4i o , (o c C) = 0 .,t 0 CL 0 DATE %?l -.1 07/26/13 'j. f.14 1:1 PROJECT NO. (.1) cl 11,3038009 V,j "3 10 SHEET NUMBER "2 - 24 1� 1 �? - _____ — - v - I I � ..... - � . , ,�� ". ""�� , � ,: K__, ' �l f , 1, I I � �3. Z, - -1 I ��vvit 1 7, .11 a 3] ( .. � L-,r_i`J ,( � , � i �. ;111 � (�)L i I �w_ I - � � � I I I - _ .. - -1 � ...... � � I � � � � -,-- - -1 . I -, 11 cn z 0 V 5; Lli Of mmommolmil 0 to C3 N 0 - to co = N Im (j n ai_ z * 'I' Q�l - rl m , 0 d 110 Z I=- A-10 �,- 0, 40 •C-3 :5 ZZ 0 0 u Z: Q 00 cb 0 W (y- , * �� (/) (max w -:::r— < cs U<- 0 n N E -p z �2 f—_ < w — cu z 5 X V) N 0 00 x �� 00 I n � n L7 0 r, w R I , ro _j 0 2�: S 11 6 3 w @§ Z 0 Q :E 0 (L u I,- I jl� , R 0 F, I I Lffli t, Z� "e - I 61. . BRIAN A. 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I ; . I .1. . . . . � t �- , . - I" I � . NOI C) - .. A 'I, - x, SIGN LEGEND PAVEMENT MARKINGS LEGEND 3 -cl . Q —.1 ) e_ ,�, TYPE B, CLASS Ill 4" SOLID YELLOW LINE, EPDXY PAVEMENT MARKING I V, EXISTING GROUND MOUNTED SIGN AND SUPPORT(S) 1 �� I �th --u— (D I w ) c: I 5 .? TYPE B, CLASS Ill 4" SOLID WHITE LINE, EPDXY PAVEMENT MARKING 0 [n MOUNTED SIGN AND SUPPORT(S) Q) ') 10 ___U__ ,I 0 ') u I- C — p I - - - i_t,,� un � , � EXISTING SIGN TO BE REPLACED ALONG WITH POST TYPE B, CLASS Ill 24" SOLID WHITE LINE, EPDXY PAVEMENT MARKING , L,.- - I �2 _rll� . K () w, - W El .11-1= 0 it u ' �i -,. 1, 0 , 177 EXISTING SIGN TO BE REMOVED � Q) ,; - r-;4 TYPE B, CLASS Ill 6" SOLID WHITE LINE, EPDXY PAVEMENT MARKING ,�-,s A l _�: ,_� .. 0 1 - , -- ><. , - ,-- - , I ' I I ,11.� iz;("! : - f LANE USE ARROW, TYPE 8 CLASS I THERMOPLASTIC ALKYD PAVEMENT I " ,_ 'i , , , - < q,, v)_ I F 0 'Zo �__ _l EXISTING SIGN TO BE RELOCATED WITH NEW POST AND BE RELOCATED MARKING )� -1 � 0�, ') _� a ,2 NOT USED "-I = .1 PROPOSED SIGN 0 ') r - � a f-- . ;,' BICYCLIST SYMBOL WITH BICYCLE LANE ARROW, TYPE B CLASS I 1 6 < 1-D 0 THERMOPLASTIC ALKYD PAVEMENT MARKING �� l I ,c: ,_ I- I j I I 1 3. ALL SIGN BACKS SHALL HAVE A BLACK FINISH 0 501 loo, APPLIED BY THE SIGN FABRICATOR VERSUS I I STANDARD GALVINIZED FINISH, 6wmM!%m=wd --I 1 4. ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN G) TYPE 6, CLASS Ill 4" DOUBLE SOLID YELLOW LINE SEPARATED 1' EXPDXY ACCORDANCE WITH THE CURRENT EDITON OF THE PAVEMENT MARKING .MIANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CURRENT VDOT SUPPLEMENT. 0 TYPE 6, CLASS Ill 12" SOLID WHITE EPDXY PAVEMENT MARKING (12" SOLID WHITE LINE WITH 2' SPACING) RELOC. EXIST. BUSINESS SIGNAGE - DENOTES THAT C) TYPE 6, CLASS Ill 18" SOLID WHITE LINE, EPDXY PAVEMENT MARKING ALL COORDINATE WTIH THE (18" SOLID WHITE LINE WITH 5' SPACING) MANAGER ON RELOCATION OF EXISTING BUSINESS SIGNS WITHIN THE PROPOSED RIGHT-OF-WAY. THE CONTRACTOR SHALL TAKE CARE WHEN REMOVING, STORING, AND INSTALLING THE EXISTING BUSINESS SIGNS. ANY SIGNS DAMAGED BY THE NEGLIGENCE OF THE CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO THE COUNTY. (.0 LLj a) -,- _j Lo 5 0:� "T -r cllj < " r� c) �!� :2 m w " M C14 zil 100 .. _3 -0 < (11<5 < m > LL 0 V__� 6 c) Lo o(j) = 7 (14 "! >_ 14-• 00 L_ I — = N't Z c) m m 2 �2 s- 4i o , (o c C) = 0 .,t 0 CL 0 DATE %?l -.1 07/26/13 'j. f.14 1:1 PROJECT NO. (.1) cl 11,3038009 V,j "3 10 SHEET NUMBER "2 - 24 1� 1 �? - I 1 3. ALL SIGN BACKS SHALL HAVE A BLACK FINISH 0 501 loo, APPLIED BY THE SIGN FABRICATOR VERSUS I I STANDARD GALVINIZED FINISH, 6wmM!%m=wd --I 1 4. ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN G) TYPE 6, CLASS Ill 4" DOUBLE SOLID YELLOW LINE SEPARATED 1' EXPDXY ACCORDANCE WITH THE CURRENT EDITON OF THE PAVEMENT MARKING .MIANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CURRENT VDOT SUPPLEMENT. 0 TYPE 6, CLASS Ill 12" SOLID WHITE EPDXY PAVEMENT MARKING (12" SOLID WHITE LINE WITH 2' SPACING) RELOC. EXIST. BUSINESS SIGNAGE - DENOTES THAT C) TYPE 6, CLASS Ill 18" SOLID WHITE LINE, EPDXY PAVEMENT MARKING ALL COORDINATE WTIH THE (18" SOLID WHITE LINE WITH 5' SPACING) MANAGER ON RELOCATION OF EXISTING BUSINESS SIGNS WITHIN THE PROPOSED RIGHT-OF-WAY. THE CONTRACTOR SHALL TAKE CARE WHEN REMOVING, STORING, AND INSTALLING THE EXISTING BUSINESS SIGNS. ANY SIGNS DAMAGED BY THE NEGLIGENCE OF THE CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO THE COUNTY. (.0 LLj a) -,- _j Lo 5 0:� "T -r cllj < " r� c) �!� :2 m w " M C14 zil 100 .. _3 -0 < (11<5 < m > LL 0 V__� 6 c) Lo o(j) = 7 (14 "! >_ 14-• 00 L_ I — = N't Z c) m m 2 �2 s- 4i o , (o c C) = 0 .,t 0 CL 0 DATE %?l -.1 07/26/13 'j. f.14 1:1 PROJECT NO. (.1) cl 11,3038009 V,j "3 10 SHEET NUMBER "2 - 24 1� 1 �? - (.0 LLj a) -,- _j Lo 5 0:� "T -r cllj < " r� c) �!� :2 m w " M C14 zil 100 .. _3 -0 < (11<5 < m > LL 0 V__� 6 c) Lo o(j) = 7 (14 "! >_ 14-• 00 L_ I — = N't Z c) m m 2 �2 s- 4i o , (o c C) = 0 .,t 0 CL 0 DATE %?l -.1 07/26/13 'j. f.14 1:1 PROJECT NO. (.1) cl 11,3038009 V,j "3 10 SHEET NUMBER "2 - 24 1� 1 �? - 0 DATE %?l -.1 07/26/13 'j. f.14 1:1 PROJECT NO. (.1) cl 11,3038009 V,j "3 10 SHEET NUMBER "2 - 24 1� 1 �? - 6 n co a a r v i a a n H 0 C7 t`1 O �i c 4� O a v� v� a c v c a 9 4 G) f a U 0 4 I e., x a Q a u 4 10 M} F B 4) 41 a u u 6 v A a n n E 2 v c n 0 u v to CS x G M TRAFFIC MANAGEMENT PLAN . MAINTENANCE OF TRAFFIC 1. LANE CLOSURES WILL NOT BE PERMITTED ON HOLIDAYS NOR ON THE DAY BEFORE OR AFTER, UNLESS OTHERWISE DIRECTED BY THE REGIONAL TRAFFIC ENGINEER, 2, NO TEMPORARY LANE CLOSURES OR FLAGMAN OPERATIONS ARE PERMITTED BETWEEN THE HOURS OF 5.30 AM AND 9 -00 AM AND 3 ,,00 PM TO 6,30 PM, MONDAY THROUGH FRIDAY OR AS DIRECTED BY THE REGIONAL TRAFFIC ENGINEER, 3, NO SATURDAY OR SUNDAY CLOSURES UNLESS DIRECTED BY THE REGIONAL TRAFFIC ENGINEER, 4, CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER IN WRITING WITH A WORK SCHEDULE 2 -WEEKS BEFORE STARTING WORK, THE REGIONAL TRAFFIC ENGINEER WILL DETERMINE IF POLICE PATROL SHOULD BE NEEDED, 5, CONTRACTOR SHALL PROVIDE WARNING SIGNS, AND APPROVED PORTABLE /PERMANENT SIGN STANDS AND ENSURE AN UNRESTRICTED VIEW OF ADVANCE WARNING SIGN MESSAGES FOR SAFETY OF TRAFFIC, REFER TO 2011 VIRGINIA WORK AREA PROTECTION MANUAL ( VWAPM) FOR SIGN AND STAND SPECIFICATIONS. 6, ALL WORK WITHIN 15 FEET OF THE OUTSIDE EDGE OF PAVEMENT SHALL BE SIGNED, UNDER NO CIRCUMSTANCES WILL CONCURRENT WORK LEFT AND RIGHT OF ANY LANE OF TRAFFIC BE ALLOWED, 7, GROUP 1 CONES /TUBULAR MARKERS MAY BE USED IN AREAS WHERE PERSONNEL WILL BE PRESENT TO ENSURE THEIR PROPER ALIGNMENT; GROUP 11 DRUMS SHALL BE REQUIRED WHEN THE WORK ZONE IS UNMANNED. 8, FOR NIGHT WORK, FLOODLIGHTS SHALL BE USED WHERE EXISTING LIGHT IS NOT ADEQUATE TO PERFORM THE WORK SAFELY, IN NO CASE SHALL FLOODLIGHTING BE PERMITTED TO CREATE A DISABLING GLARE FOR DRIVERS, RESIDENCES OR BUSINESSES. 9, CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE LIMITS OF THE WORK ZONE TO ENSURE MAXIMUM SIGHT DISTANCE IN ADVANCE OF THE TRANSITION, BASED ON THE POSTED SPEED LIMIT AND EQUAL TO OR GREATER THAN THE ''STOPPING SIGHT DISTANCE" TABLE FROM THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL ( VWAPM) AND ALL REVISIONS. 10, A TRUCK WITH EITHER AN ARROW BOARD OPERATING IN THE CAUTION MODE, OR AT LEAST ONE ROTATING AMBER STROBE LIGHT SHALL BE PARKED 80'-120' IN ADVANCE OF THE FIRST WORK CREW, 11, CONES, TUBULAR MARKERS, OR DRUMS TO BE USED AS CHANNELIZING DEVICES SHALL BE IN ACCORDANCE WITH THE GUIDELINES SET FORTH IN THE 2011 VWAPM AND ALL REVISIONS, ALL CONES OR TUBULAR MARKERS SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. 12. ALL STANDARDS AND GUIDELINES OF THE 2011 VWAPM AND ALL REVISIONS SHALL APPLY TO THESE TRAFFIC CONTROL PLANS, WHILE THESE TRAFFIC CONTROL PLANS AND THE 2011 VWAPM AND ALL REVISIONS PROVIDE GUIDELINES FOR THE DESIGN AND APPLICATION OF TRAFFIC CONTROL DEVICES, THEY ARE NO SUBSTITUTE FOR ENGINEERING JUDGMENT, 13, ALL FLAGGERS SHALL BE STATE CERTIFIED AND HAVE THEIR CERTIFICATION CARD IN THEIR POSSESSION WHEN PERFORMING FLAGGING DUTIES, 14, IT IS NOT THE INTENT OF THIS SEQUENCE OF CONSTRUCTION PLAN TO ENUMERATE EVERY DETAIL WHICH MUST BE CONSIDERED IN CONSTRUCTION OF EACH STAGE, BUT ONLY TO SUMMARIZE GENERAL TRAFFIC MANAGEMENT AND MAJOR CONSTRUCTION ITEM SEQUENCING, 15, THE REGIONAL TRAFFIC ENGINEER IS THE ONLY ONE THAT CAN REDUCE THE SPEED IN A WORK ZONE, 16, THE RECONSTRUCTED ROAD SHALL NOT BE OPENED TO TRAFFIC BEFORE COMPLETION OF TEMPORARY STRIPING AND PRIOR WRITTEN APPROVAL OF THE PROJECT ENGINEER, 17, THE CONTRACTOR SHALL USE GOOD CONSTRUCTION PRACTICES DURING IMPLEMENTATION OF TEMPORARY TRAFFIC CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, ADEQUATE CLEARANCE AND PAVEMENT AS NEEDED FOR INTERSECTION AND ENTRANCE TURNING MOVEMENTS, 18, FAILURE TO PROVIDE TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE VWAPM AND THE PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS SHALL RESULT IN IMMEDIATE CORRECTIVE MEASURES BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, 19. LIMITS OF ROADWORK SIGN MESSAGES SHALL NOT BE EXPOSED TO TRAFFIC ON AREA STREETS UNTIL THE CONTRACTOR IS PREPARED TO CONTINUOUSLY PROSECUTE THE WORK, 20, ALL TRAFFIC CONTROL EQUIPMENT SHALL MEET NCHRP 350 OR MASH CRITERIA, 21, THE CONTRACTOR SHALL MAINTAIN ALL EXISTING ROADWAY SIGNS WITHIN THE PROJECT LIMITS DURING ALL PHASES OF THIS PROJECT. r 22, ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SU FACE, GREATER THAN 5" DEEP, AND WITHIN THE 4' CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BACK- FILLED TO FORM AN APPROXIMATE 4,1 WEDGE AGAINST THE EXISTING PAVEMENT SURFACE FOR SAFETY AN T Tl N F VE IC NF AF IC. ALL COST F PLACING, MAINTAINING, AND REMOVING THE WEDGE SHALL BE INCLUDED IN THE PRICE BIR OTHER ITE IN THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. TRAFFIC MANAGEMENT PLAN INTRODUCTION THIS PROJECT WILL ENHANCE EXISTING CROZET AVENUE THROUGH DOWNTOWN CROZET BY CONSTRUCTING SIDEWALKS, STREET TREES, PEDESTRIAN/ STREET LIGHTING. CROSSWALKS, BENCHES, BIKE LANES, AND REMOVAL OF OVERHEAD UTILITY LINES AND POLES, EXISTING DRAINAGE SYSTEMS WILL BE IMPROVED BY INCLUDING CURB AND A NEW STORMWATER DRAINAGE SYSTEM. TEMPORARY TRAFFIC CONTORL PLAN GENERAL NOTES 1, THE PROPOSED IMPROVEMENTS FALL UNDER THE TMP TYPE B PROJECT, 2, THE PROJECT LOCATION IS ALONG CROZET AVENUE (SR 240) FROM JUST SOUTH OF TABOR STREET (SR 691) TO THE INTERSECTION OF THE SQUARE IN DOWNTOWN CROZET. 3, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES, SIGNAGE, EQUIPMENT, PERSONNEL, INCLUDING CERTIFIED TRAFFIC CONTORL PERSONNEL, ETC, TO CONTORL TRAFFIC DURING CONSTRUCTION WITHIN ROW, ALL TRAFFIC CONTROL SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS, GUIDELINES, POLICIES AND OBJECTIVES OF THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL, AND THE 2009 MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 4, THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING AREAS FOR EQUIPMENT STORAGE AND STAGING OF MATERIALS, THE WORK ZONE SHALL BE MAINTAINED ACCORDING TO THE TEMPORARY TRAFFIC CONTROL PLANS AS SHOWN IN THE CONTRACT DOCUMENTS, 5, THE FOLLOWING TRAFFIC CONTROL SPECIFCATIONS FROM THE VIRGINIA WORK AREA PROTECTION MANUAL SHALL BE USED. TTC 1,0, TTC 5,0, TTC 23,0, TTC 35,0, TTC 36,0, TTC 53,0, TTC 55,0, TTC 59,0, TTC 60,0, 6, CHANNELIZING DEVICE SPACING SHALL BE AS FOLLOWS., TRAVELWAY SPACING = 40', TRANSITION SPACING = 20' 7. ENTRANCES ALONG CROZET AVE FOR THE SMITH PARCEL (TMP 56A2- 1 -7A), MCCUE PARCEL (TAMP 56A2-1 -8), DAGNER PARCEL (TMP 56A2-1 -9), BABER PARCEL (TMP 56A2- 1 -11), CHILES PARCELS (TMP 56A2 -1 -6, TMP 56A2 - 1-10), RAUCH PARCEL (TMP 56A2- 1- °20B), ALEXANDER PARCEL (TMP 56A2-1 -20), AND CROZET PARTNERS, LCC PARCEL (TMP 56A1- 1--58) WILL BE AFFECTED BY THE WORK ZONE AND SHALL BE MAINTAINED AT ALL TIMES 8, TYPES OF TRAFFIC CONSIST OF COMMUTERS, SCHOOL BUSES, RESIDENTS, AND TRUCKS, PUBLIC COMMUNICATIONS PLAN THE CONTRACTOR IS TO COORDINATE WITH ABLEMARLE COUNTY AND VDOT TO PUBLISH ANNOUNCEMENTS REGARDING WORK ACTIVITIES FOR THIS PROJECT. EACH ACTIVITY WILL BE GOVERNED BY THE TIMES ESTABLISHED BY THE REGIONAL TRAFFIC ENINEER, THE CONTRACTOR SHALL PROVIDE LANE CLOSURE INFORMATION A MINIMUM OF TWO WEEKS IN ADVANCE OF WORK SO IT CAN BE PUBLISHED, TRANSPORTATION OPERATIONS PLAN t THE FOLLOWING IS A LIST OF LOCAL EMERGENCY CONTACT AGENCIES: ALBEMARLE COUNTY POLICE DEPARTMENT, 434 -972 -4001 OR 911 (IN AN EMERGENCY) 2, PROCEDURES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY OCCUR IN THE WORK ZONE, A, CONTRACTOR TO NOTIFY INSPECTOR IN CHARGE, DEPENDING ON THE SEVERITY OF INCIDENT, THE CONTRACTOR MAY HAVE TO SHUT DOWN WORK, B, UPON ARRIVAL ON SCENE, ALBEMARLE COUNTY POLICE DEPARTMENT STAFF TO DETERMINE RESPONSE NECESSARY TO ALLOW TRAVELING PUBLIC AROUND THE INCIDENT. C, INSPECTOR TO TAKE PICTURES AS NECESSARY, ESPECIALLY PICTURES OF CONTRACTORS WORK ZONE TO VERIFY COMPLIANCE WITH STANDARDS, 3, PROCESS OF NOTIFICATION OF INCIDENT TO BE FOLLOWED IS,' CONTRACTOR TO CALL^ A, PROJECT MAINTENANCE OF TRAFFIC COORDINATOR (INSPECTOR) TO BE DETERMINED B. PROJECT MANAGER (CONSTRUCTION ENGINEER)- TO BE DETERMINED ;\ C. THE ALBEMARLE COUNTY POLICE DEPARTMENT WILL TAKE CONTROL OF THE INCIDENT AND DIRECT ITS 1� CLEARING AND RESTORATION TO NORMAL TRAFFIC OPERATIONS, D. THE ALBEMARLE COUNTY POLICE DEPARTMENT REPORT OF THE INCIDENT WILL BE REVIEWED BY VDOT TO DETERMINE IF ANY MODIFICATION OF THE TEMPORARY TRAFFIC CONTROL PLAN IS NECESSARY. IF IT IS DETERMINED THAT IT IS NECESSARY TO ALTER THE PLAN, THEN A MEETING WILL BE CALLED WITH THE CONTRACTOR, ALBEMARLE COUNTY POLICE DEPARTMENT, AND ALBEMARLE COUNTY AND /OR VDOT TRAFFIC SAFETY REPRESENTATIVES TO DISCUSS MODIFICATION AND IMPLEMENTATION OF AN IMPROVED TRAFFIC CONTROL PLAN, Q X X N1 I n I rn 0 r.. z n rr MR z� BFJM A. WETERS ; ur No. 04140 � 6V3U //!� Al � Li z G N PROJECT No. Z Q 0 ¢ d � 4 Z U 0 � a c 0� ULL j -0 O ' > '1 ? w z Q Qa o�w o� "tea w a= D 0 n z� BFJM A. WETERS ; ur No. 04140 � 6V3U //!� Al � Li z 07/26/13;1 w PROJECT No. Z Q 0 ¢ CD Z U 0 p c Q J ULL j -0 Ll- ? w Q w .� D 0 M 4 Vt w LU z 07/26/13;1 w PROJECT No. 1 W CD C Q Z UJ Z Q c Q J ULL j -0 Ll- ? LU 07/26/13;1 PROJECT No. 113038009 C UJ c j -0 ? LL Q �' .� D 0 M DATE' 07/26/13;1 PROJECT No. 113038009 SHEET NUMBER 25(1) ` a 4 n N h C2 �v a r tt� a 0 0 Q �n i a a 4 V1 -v R% 7% N U o ,r, �o %r Q� Cl�� x _y X 4 Q a a r v 0 Q �1 T h C fl �1 4 4 m tl t W m vs ME Q 0 CL E V .o 0 u u u II xi CL vi a a v� vi 7 41 C a v C. II Ct vi n b ID 0 9a STAGING NARRATIVC GENERAL THE CONTRACTOR SHALL CONSTRUCT AND COMPLETE IMPROVEMENTS SHOWN IN PHASE 1 FIRST PRIOR TO STARTING PHASE 2 ACTIVITIES UNLESS OTHERWISE INDICATED IN THE NARRATIVE. PRIOR TO BEGINNING PHASE 1 CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL INSTALL STORM PIPE 13 -8 TO 13 -9 (APPROX. CROZET AVE. STA. 101 +00), STORM PIPE 13 -88 TO 13 -1 (APPROX. CROZET AVE. STA, 103 +00), AND THE WATERLINE IN SB CROZET AVE FROM APPROX, STA, 110 +00 TO 111 +25 UNDER FLAGGING OPERTIONS IN CONFORMANCE WITH VAWAPM TTC 23,0. ADDITIONALLY, THE CONTRACTOR SHALL INSTALL THE WATERLINE IN TABOR STREET FROM APPROX, STA. 200 +00 TO 201 +75 UNDER A FLAGGING OPERATION IN CONFORMANCE WITH VAWAPM TTC 23.0, THE CONTRACTOR MAY ALSO CONSTRUCT THE STORM SE R F - TQQf.,STR_ET UNDER A SMOULDER CLOSURE PRIOR TO PHASE I ACTIVITIES, PHIL 1, INSTALL TEMPORARY TRAFFIC CONTROL (TTC) DEVICES AS REQUIRED AND GENERALLY AS SHOWN ON SHEET 25(3) FOR PHASE 1 ACTIVITIES, THE CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC ALONG CROZET AVENUE UTILIZING THE WESTERNMOST 21Y OF EXISTING PAVEMENT (2 - 1(y LANES). TABOR STREET SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. THE CONTRACTOR SHALL MAINTAIN ACCESS TO_ PRIVATE PROPERTIES AND DRIVEWAYS AT ALL TIMES. 2. CONTRACTOR SHALL CONSTRUCT THE PROPOSED SHARED DRIVEWAY ON THE TABOR PRESBYTERIAN PARCEL NEAR STA. 202 +28 ON TABOR STREET CONTRACTOR SHALL COORDINATE THIS WORK WITH THE COUNTY PM AND TABOR PRESBYTERIAN CHURCH, 3. CONSTRUCT STORM SEWER IMPROVEMENTS ON THE NORTHERN HALF OF TABOR STREET AND TEMPOARILY COVER AND BURY PROPOSED INLETS WITH THE EXCEPTION OF STRUCTURE 13 -7. THEN BUILD -UP PROPOSED SIDEWALK SPACE AND GRADING OUTSIDE EXISTING PAVEMENT AREA TO SUBGRADE AND INSTALL TEMPORARY PAVEMENT FLUSH WITH EXISTING PAVEMENT. ONCE COMPLETE, SHIFT TRAFFIC ON TABOR STREET ONTO THE TEMPORARY PAVEMENT MAINTAINING 18` OF PAVEMENT (2 - 9' LANES) ON EXISTING & TEMPORARY PAVEMENT IN THE NORTHERN HALF OF TABOR STREET, 4, CONSTRUCT THE PROPOSED IMPROVEMENTS TO THE SOUTHERN HALF OF TABOR STREET INCLUDING GRADING, STORM SEWER AND SUBGRADE AND PAVEMENT UP TO THE INTERMEDIATE COURSE, COVER AND BURY PROPOSED STORM STRUCTURES WITH THE EXCEPTION OF 13 -5 AND BUILD UP SIDEWALK SPACE AND GRADING OUTSIDE PAVEMENT TO SUBGRADE, INSTALL TEMPORARY PAVEMENT AS NEEDED FLUSH WITH EXISTING PAVEMENT, ONCE COMPLETE, SHIFT TRAFFIC ONTO THE CONSTRUCTED PROPOSED PAVEMENT AND TEMPORARY PAVEMENT BY MAINTAINING 18' OF PAVEMENT (2 - 9' LANES). 5. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED IMPROVEMENTS TO THE NORTHERN HALF OF TABOR STREET INCLUDING GRADING, STORM STRUCTURES, CURB, SUBGRADE AND PAVEMENT UP TO THE INTERMEDIATE COURSE, G. ONCE COMPLETE, THE CONTRACTOR SHALL INSTALL TTC DEVICES ALONG TABOR STREET AND MAINTIAIN 20` OF PAVEMENT (2 - 10' LANES) AND INSTALL CURB, STORM STRUCTURES AND SIDEWALK ALONG THE SOUTH SIDE OF TABOR STREET 7, ONCE PHASE 1 ACTIVITIES ARE COMPLETE ALONG TABOR STREET AND CROZET AVENUE SOUTH OF TABOR STREET, THE CONTRACTOR MAY CONSTRUCT THE STORM SEWER IMPROVEMENTS ALONG THE EAST SIDE OF CROZET AVENUE FROM TABOR STREET TO '10' ALLEY, CONTRACTOR SHALL INSTALL STORM SEWER ONE HALF AT TIME WHEN CROSSING DRIVEWAYS AND LIBRARY AVENUE, STORM SEWER SHALL NOT BE INSTALLED ON THE WEST SIDE OF CROZET AVENUE AT THIS TIME. 8, ONCE THE STORM SEWER ALONG THE EAST SIDE OF CROZET AVENUE IS COMPLETE, THE CONTRACTOR MAY CHOOSE TO CONSTRUCT THE REMAINING IMPROVEMENTS FROM SOUTH TO NORTH OR NORTH TO SOUTH; HOWEVER, IMPROVEMENTS MUST BE CONSTRUCTED (INCLUDING STONE SUBBASE, CURB, CONC. SIDEWALK, CONC, PAVERS, CONC. PAVER CROSSWALKS, ELECTRIC INFRASTRUCTURE) ONE BLOCK AT A TIME. THE CONTRACTOR SHALL NOT INITAIATE ANY OTHER CONSTRUCTION IN ANOTHER BLOCK UNTIL THE SPECIFIED ITEMS ARE COMPLETE IN THAT BLOCK (LESS ASPHALT). THE BLOCKS SHALL BE CONSIDERED BLOCK 1 - TABOR STREET TO JARMANS GAP ROAD, BLOCK 2 - JARMANS GAP ROAD TO LIBRARY AVENUE, BLOCK 3 - LIBRARY AVENUE TO THE SQUARE. 9, PROCEEDING BLOCK BY BLOCK, THE CONTRACTOR SHALL CONSTRUCT IMPROVEMENTS INCLUDING GRADING, SUBBASE, CURB, CONC, SIDEWALK, CONC. PAVERS AND CONCRETE PAVER CROSSWALKS ALONG THE EAST SIDE OF CROZET AVENUE. THE CONTRACTOR SHALL COORDINATE WITH THE COUNTY PM AND THE PROPERTY OWNERS BEFORE INITIATING ANY CONSTRUCTION ON PRIVATE PARKING LOTS AS DETAILED IN THE PLANS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTIES AND DRIVEWAYS AT ALL TIMES, 10-CONTRACTOR SHALL CONSTRUCT ASPHALT PAVEMENT UP TO THE INTERMEDIATE COURSE FROM TABOR STREET TO THE SQUARE ALONG THE EAST SIDE OF CROZET AVENUE WHICH SHOULD BE FLUSH WITH THE EXISTING PAVEMENT. CONTRACTOR SHALL PLACE TEMPORARY CENTERLINE AND EDGE LINES PER VDOT SPECIFICATIONS. PHASE 2 1. ONCE THE PROPOSED ASPHALT ALONG THE EAST SIDE OF CROZET AVENUE IS UP TO THE INTERMEDIATE COURSE AND APPROXIMATELY FLUSH WITH THE EXISTING PAVEMENT, THE CONTRACTOR MAY ADJUST THE TTC DEVICES AND SHIFT TRAFFIC ONTO THE PROPOSED PAVEMENT TO CLOSE THE WEST SIDE OF CROZET AVENUE TO TRAFFIC BY MAINTAINING TRAFFIC IN THE EASTERN MOST 20' OF EXISTING AND PROPOSED PAVEMENT (2 - 10' LANES). ACCESS TO PRIVATE PROPERTIES AND DRIVEWAYS SHALL B E MAINTAINED AT ALL TIMES, 2, THE CONTRACTOR SHALL CONSTRUCT THE STORM SEWER IMPROVEMENTS ALONG THE WEST SIDE OF CROZET AVENUE FROM JARMANS GAP ROAD TO THE NORTHERN PROJECT LIMITS, CONTRACTOR SHALL INSTALL STORM SEWER ONE HALF AT TIME WHEN CROSSING DRIVEWAYS, THE EXISTING SIDEWALK DISTURBED BY STORM SEWER CONSTRUCTION SHALL BE TEMPORARILY PATCHED WITH COLD PATCH ASHALT WHEN DIRECTLY IN FRONT OF BUSINESS'S FRONT DOORS, DRIVEWAYS MAY BE TEMPORARILY PATCHED WITH STONE, 3, ONCE THE STORM SEWER ALONG THE WEST SIDE OF CROZET AVENUE IS COMPLETE, THE CONTRACTOR MAY CHOOSE TO CONSTRUCT THE REMAINING IMPROVEMENTS FROM SOUTH TO NORTH OR NORTH TO SOUTH; HOWEVER, IMPROVEMENTS MUST BE CONSTRUCTED (INCLUDING STONE SUBBASE, CURB, CONC, SIDEWALK, CONCR, PAVERS, CONC, PAVER CROSSWALKS, ELECTRIC INFRASTRUCTURE) ONE BLOCK AT A TIME, THE CONTRACTOR SHALL CLOSE THE SIDEWALK ON THE PARTICULAR BLOCK (BUT ONLY ONE BLOCK AT A TIME) TO PEDESTRIAN TRAFFIC AND DETOUR PEDESTRIANS PER VWAPM TTC FIGURE TTC 36,0 BY STRIPING TEMPORARY CROSSWALKS ACROSS CROZET AVENUE PRIOR TO AND AFTER THE BLOCK UNDER CONSTRUCTION, THE CONTRACTOR SHALL NOT INITAIATE ANY OTHER CONSTRUCTION IN ANOTHER BLOCK UNTIL THE SPECIFIED ITEMS ARE COMPLETE IN THAT BLOCK (LESS ASPHALT). THE BLOCKS SHALL BE CONSIDERED BLOCK 1 -- TABOR STREET TO JARMANS GAP ROAD, BLOCK 2 --- JARMANS GAP ROAD TO THE BLUE GOOSE / CROZET UMC DRIVEWAY, BLOCK 3 - BLUE GOOSE/CROZET UMC DRIVEWAY TO THE USPO ENTRANCE AND BLOCK 4 - THE USPQ ENTRANCE TO THE NORTHERN PROJECT LIMITS STAGING NARRATIVE 4, PROCEEDING BLOCK BY BLOCK, THE CONTRACTOR SHALL CONSTRUCT IMPROVEMENTS INCLUDING GRADING, SUBBASE, CURB, CONC, SIDEWALK, CONC, PAVERS, CONC, PAVER CROSSWALKS, ELECTRIC INFRASTRUCTURE ALONG THE EAST SIDE OF CROZET AVENUE, THE CONTRACTOR SHALL COORDINATE WITH THE COUNTY PM AND THE PROPERTY OWNERS BEFORE INITIATING ANY CONSTRUCTION ON PRIVATE PARKING LOTS, PATIOS AND /OR SIDEWALKS AS DETAILED IN THE PLANS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTIES AND DRIVEWAYS AT ALL TIMES, r. ol 0 I uj 5, CONTRACTOR SHALL CONSTRUCT ASPHALT PAVEMENT UP TO THE INTERMEDIATE COURSE FROM TABOR STREET TO THE SQUARE ALONG THE WEST o SIDE OF CROZET AVENUE WHICH SHOULD BE FLUSH WITH THE EXISTING PAVEMENT. CONTRACTOR SHALL PLACE TEMPORARY CENTERLINE AND EDGE w LINES PER VDOT SPECIFICATIONS. in cr cr PHASE 3 (NOT SHOWM ON THE TTC PLANSA 11, THE CONTRACTOR MAY NOW COMPLETE THE PAVER CROSSWALKS AND MEDIANS WITHIN EXISTING CROZET AVENUE PAVEMENT UNDER A FLAGGING OPERATION IN CONFORMANCE WITH VAWAPM TTC FIGURE 23,0. ONE CROSSWALK OR MEDIAN SHALL BE COMPLETED AT TIME. 12, THE CONTRACTOR SHALL MILL AND OVERLAY THE EXISTING PAVEMENT AND BRING THE PROPOSED PAVEMENT UP TO FINISHED SURFACE COURSE PER THE CONTRACT DOCUMENTS UNDER A FLAGGING OPERATION PER THE VAWAPM TTC FIGURE 23,0. THE CONTRACTOR SHOULD STAGE THE WORK BASED ON THE AMOUNT OF WORK THAT CAN BE COMPLETED IN ONE WORK DAY, THE CONTRACTOR SHALL FOLLOW DROP OFF TREATMENTS, SIGNING REQUIREMENTS AND TEMPORARY STRIPING REQUIREMENTS PER THE VAWAPM, 13, CONTRACTOR SHALL INSTALL LANDSCAPING, FINALIZE LIGHTING, PERMANENT STRIPING AND PERMANENT SIGNING. ONCE IMPROVEMENTS ARE SUBTANTIALLY COMPLETE THE FULL ROADWAY SHALL BE OPENED TO TRAFFIC, ©EMEMMIN "9M7M A. �Ic{�'ETwE,RS 0i(3v �'PXA L, E t,[ 0 M m O 0 N Q v cu < p � � X 0 c/ .1 ou Im 1 a) a ® p � � d 0 '0 9* 4 o o °- c "9M7M A. �Ic{�'ETwE,RS 0i(3v �'PXA L, E t,[ 0 m m 0 N Q cu a z 0 c/ .1 0 Im a) a ® p fr_ '0 Q c U x 0 G1 E V Q Z 0 z 1 L� DATE D7/26/13 PROJECT NO. 113038000 SHEET NUMBER 25(2) N Q cu 0 c/ .1 0 UL. 0 fr_ '0 DATE D7/26/13 PROJECT NO. 113038000 SHEET NUMBER 25(2) a � � U z N £C a� per} ti7 � t�7 �X a a �W ro ca � 0a O 0 OD ea %`O � G C> �-a U f`� x �0 a� Q� CJ N u � � cf: 0 U) al iLo y U rn t7 is 0 ui Q C Q G d x } h 4) Q S3 a a Vi 47 O C3 Q rn Q b 0 v Y a a u A R ht a .G C7 C sa ,7 Q C Q1 {7 n t7 u s� CL n c v 0 w r� cx rx v a a u r 0 i� 0 a Q CL zi �i 0 0 u a v-, 0 r r. W v C. V) c 4q v c 9 n u y N Al CA N a I ROAD \\ //RIGHT\ WORK � �NOULDER CLOSED AREA AHEAD/ S -1 W2D -1 48" x 48" S -2 W 21- 5bR 48" x 48" END ROAD WORK S -3 G20 -2 (V) 48" x 24" LEGEND T ^� RIGHT m r//A �- PROPOSED WORK AREA IN BLOCK 1 SIDEWALK � SHOULDER -- PROPOSED WORK AREA IN BLOCK 2 CLOSED O [e X 0 < CLOSED - PROPOSED WORK AREA IN BLOCK 3 S -4 R9-9 z - TEMPORARY TRAVEL LANE 30" x 18" S -5 m �P pm W21 -5oR - TRAFFIC FLOW DURING CONSTRUCTION Q 3 09 48H x 48" O T 0 0- n s -- GROUP II CHANNELIZING DEVICE f (SPACING PER VWAPM) F-1 - TYPE III BARRICADE T ^� C7 m PROJECT NO. Z � O P� C O N C�S2 O [e X 0 < C:1 � (:� (ill (mot z fq fY m �P pm Q 3 09 N O W O T 0 0- n cua f Z Q 4wALTH gyp � EIRIAAt�C A. F MoPETGR No. 041W � �W3� IYPIVAL c� C7 m PROJECT NO. Q � O P� C O N C�S2 ci <�a [e X 0 < C:1 � (:� (ill (mot Q � Lj fq fY m �P pm Q 3 09 N O W O T 0 0- n 4wALTH gyp � EIRIAAt�C A. F MoPETGR No. 041W � �W3� IYPIVAL c� C7 m PROJECT NO. 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L!1 ¢_ 1. 1 p - -- -- '♦ �, j� :� � i; si C7 i Q E� u) ab i G3 cs , afS :{ :! t M „ k %In .... x- ' [� I , , ., --- z <C �, . . t, v� S `�C �, i. Ca ._.., ,. i e , t t T 1 � \ 4 YEE..I -. P i:: ,., . A :. f I PAVE. MARKING , 11 ; ' ,� �/ I 1. i n 4 °—i „ . ,; , S 4j }t i!'t r ' I.i. .. -�,.... ,.. r ..1 yy Q 1 .. ,. .. t ::.. >,� } 1, i , : -. : F +�: :....l >.: , :m. . , ,PAVE, MARKING ' ,; . w � � o 1. 35 �j :.: t r . 3... . .,... ESQ' .:._. .. ca i i CJ , 1 i. w iT C] 4 E T MP i -' N r :t ... , , , _ a r ::. t, t tl j -s { 1., i - :; . ,:, PAVE, MARKING . „' .3 r� z r:... i 1. t i .. /` ) \YF { ;< 1 0 0 . e . 1. I . � ,. .... �'. . � . . �-: I - I . . ,.. ,. :... ]�N `n: ;i {y .. , ... _T ty s Q .. , ,v '".. , . . .. !� ,.' ` i v _ ,-�., .. .. x _.... _ ,.: .. t <.... .._ r _. , .., I` , ,, - 354 \ \ I > .. n iii ! � LJ \ ROAD \\ //RIGHTN WORK SHOULDER CLOSED AHEAD AHEAD S--1 W2D -1 48" x 48" S -2 W21 -5bR 48 it x 48" END ROAD WORK S-3 G20-•2 (V) 48" x 24" i .:. ti I i. I ', 1. 4':::.{... . :'Fit ; t rr� i _.- ........ -1 ! .r ,i." LEGEND /RIGHT -4� PROPOSED WORK AREA IN BLOCK 1 SHOULDER -- PROPOSED WQRK AREA IN BLOCK 2 .� <t n EA IN BLOCK l" , ` — PROPOSED WORK AREA IN BLOCK 4 . ; Z --- TEMPORARY TRAVEL LANE >- W21 -5oR J 48" x 48" -- END ROAD WORK S-3 G20-•2 (V) 48" x 24" i .:. ti I i. I ', 1. 4':::.{... . :'Fit ; t rr� i _.- ........ -1 ! .r ,i." LEGEND /RIGHT -4� PROPOSED WORK AREA IN BLOCK 1 SHOULDER -- PROPOSED WQRK AREA IN BLOCK 2 GOOSED 1 n EA IN BLOCK 3 ` — PROPOSED WORK AREA IN BLOCK 4 Z --- TEMPORARY TRAVEL LANE >- W21 -5oR 48" x 48" -- TRAFFIC FLOW DURING CONSTRUCTION • — GROUP II CHANNELIZING DEVICE Q r e,7 -XLT H 6;;o 3 v� v' eIRw�+ a MOPE (�Q i� E/RS UOs No. w44W �lV 0°f5 1�OXA L $� �wYOl1�1 Lw LL 9 UL. 3:0 w U/ Z Q CL w z w z �r 2 cc � —j m -T 474 �w yam:. Q t4 CT) zg let u U. W C) 0 It r c 40 z , ztl o C>� () 0 a D[ 4TI; -4� 07/26/13 If) PROJECT NO. Q m 113038009 %ol n 0 Z >-- >- w Q Q n <¢ rs) w 8 ca O 0 �wYOl1�1 Lw LL 9 UL. 3:0 w U/ Z Q CL w z w z �r 2 cc � —j m -T 474 �w yam:. Q t4 CT) zg let u U. W C) 0 It r c 40 z , ztl o C>� () 0 a D[ 4TI; -4� 07/26/13 If) PROJECT NO. Q m 113038009 %ol n __— .. SHEET NUM E3Ef� a 0 25(4} E F, ll �a r 4 Ci x a C.3 n> v: Q Q 0 i u e c: tom} N CL 0 Qi ai h! u r,J Crj z�a �S r_ yi 0 0 In U t: .L.i C7 O Q Ci �F c ^t t. {, .�l U 0 �: L L� ci s' r a: t. w p C rJ v 3 x 0 C �i Ci �V J LL V a•' t� �i :a �7 c 0 r� �u r_ n J Uf C t, r. ILI r� Q n; c. .c a� ti. CJ 0 s- i7 .7 cr, 16M. r � r CROSS SECTION INDEX. CROZET AVENUE TABOR STREET BG /CUMC DRIVEWAY m ► � , ■mmmmmlm X05 - X06 11111111 NOTE: 1. SEE GRADING OF PROPOSED ROADSIDE DITCH FROM STA. 100 +52 TO 102+66 ON SHEET 7. SCkE 0 10' 20' co z 0 rI Q C) J 0 105+00 z >�, N zov- W Q © 692 _ W Z ,. co Q Cti D m o ar n 692 LH <[ m - w � <a _. � RW B U 0 O .�.- -- _- �i w p �, . N ro < Ld Q 688 U : w Go E3 a Q U 688 �. 2.00%(000 cca p 684 ' . ... .. ....... ¢. 684 __ _ ___ 6 80 680 -80 -60 -40 , -20 1 O 4 + 7 5 20 40 60 80 692 :. ...... 692 :...._._. _ ...... __..._ W B 688 } ___ 688 684: , . _ .... .: ; �-- .� 00 00 .0.0 % -- 2.04% �► 684 Q ....... -- ,_ 6 co 680 -- ... `-- . _.. _: 680 -80 -60 -�40 -20 � � � + � � 20 40 60 80 692 _. 692 < Q. N , qC1 ..... RW A o - -�- 688.......... ; .... M .. _ BF : 688 ob 00* -- 684 _ cN°°o? _ 2.00% `b - -2.00% 684 680 .:..... . _ '.. ; _ ...... 680 -80 -60 -40 -20 � � � � � � 20 40 60 80 692 _.. __._ _.._ _ _ _ _ 07. 692 688: ro oo. BF Q Lo Ln RW. A . --�- 688 684 {.. ; 00 .. ...� �� —2 as %. 684 : 680 .�--.. ..... , 680 -80 -60 -40 -20 n 20 40 60 80 � t.� � � � � N N 688 ' . 71— co -- -- __- 688 : tx} oU �,p op 684 _ - 2.00 %' ° -2.00% �"'. . 684 f • 680 --- -. - -- -- ... _.. _ 680 r -80 -60 -40 -20 � � � + � � 20 40 60 80 688 .. F ; 688 684 :... .. : _ ..... co _ ��.. 684 ._.__ : 68Q ; .. f 680 -80 -60 -•40 -20 � n � + � � 20 40 60 80 688 __.._. 688 684 :. • °� .QQ% cn ca -2.00f � �--- 684 68Q ;. r rte.. !k. .- --.... t �. 'cam 680 _ . 676 , i .__ _ . _ } —80 —60 -�-40 —20 1 Q �o� � � 20 40 60 80 688 ... -4- _ -- 688 -- 684 : 5' : �y� i co y. a, «� ��,. _ 684 r ; , W ' l _- 6.50% `c' -2.40% 680 .. 680 676 _ _ . _ .� , 676 —80 —60 —40 —20 � � � + Q � 20 40 60 80 688 , rn � 688 684 684 �2 BOO -.00 680 .. _ 680 : 676 _.. __ _ . , ... 678 -80 -60 —40 -20 102 � 75 20 40 60 80 16M. r � r CROSS SECTION INDEX. CROZET AVENUE TABOR STREET BG /CUMC DRIVEWAY m ► � , ■mmmmmlm X05 - X06 11111111 NOTE: 1. SEE GRADING OF PROPOSED ROADSIDE DITCH FROM STA. 100 +52 TO 102+66 ON SHEET 7. SCkE 0 10' 20' co z 0 rI o Q C) J 0 ui z >�, + C) zov- W Q © z 0, 2s Q�x W Z ,. IE cis Q Cti D m o ar n cn LH <[ m to <a ° 0 U 0 O u- o= Oa- �i w o C) J 0 w c) + C) zov- W 0 W Z ,. U >- Cti U) m N cn N <[ m Q 4 ° o l u- U) �i w p �, . N ro < Ld Q V) U w w x E3 a Q U DATE 07/26/13 PROJECT NO. ' 113038009 f SHEET NUMBER ,f xol '.i ,: C) J 0 w c) + C) zov- W CCU[ W W U M �- Cti U) CV N J N <[ Q 7 o l u- U) DATE 07/26/13 PROJECT NO. ' 113038009 f SHEET NUMBER ,f xol '.i ,: J L0 o LL CCU[ W e(Nt M �- Cti CV J <[ Q l u- Q' �i CD Lo p �, . N ro .V Q o Q o DATE 07/26/13 PROJECT NO. ' 113038009 f SHEET NUMBER ,f xol '.i ,: I it N} r) ri ry Ca cv at ni iy Ei G. cs L. ct� X (Al. X C. is O it CY Flj CR ti Ci fj r. T. CL 0 ro fj t. C. 31 'I) q) 6 SA C. Ct GI as il Qi Ci s. ILA ILI O SCALE fo, 20, LlJ V) z LL.{ ft� CY) C) WU ) V- Z + o t*-- Z c) W N- > C) 0 w �- U) Lo W U) N NU) + 0 0 L0 C) ii—o C) U) W Lo c) ro I C\l 0 < c> o 0 S2 w 0) C\l CIO cn 00 x W n -j 0 co > 0 Z 0 u- CY) C) WU ) V- Z + o t*-- Z c) W N- > C) 0 w �- U) Lo W U) N NU) + 0 0 L0 C) ii—o C) U) W Lo c) I C\l c) w 0) C\l cn cl*4 x W co > u- 0 u- < uj w > V) co Z (1) 0 o < V) < C) 0 LAJ x Q 0 LJ CY) C) WU ) V- Z + o t*-- Z c) W N- > C) 0 w �- U) Lo W U) N NU) + 0 0 L0 C) ii—o C) U) W Lo c) I C\l c) w 0) C\l cn cl*4 x W co > u- 0 u- 0 > V) co Z (1) 0 o L- C) 0 DATE Ul 07/26/13 PROJECT NO. 113038009 SHEET NUMBER 1 -101 pm1 m � � n 5 w �6 w � � Y- , / IV ol CL Ix w iln lly _ � ?.- I- 8 / 'a ,x v Ir G. Ql If oll k. Irl cl lil 1. cl- ID I. ev el Lq IP el Ld 1 708 ''E PROP. SLOPE- C� � 708 .11 - ' �� 704 �� 7O4 '-' � . . . MO% co � 7O07O0 / ..~ '-- ` 1 �/ Ljj �� __________ _| _______|__� _ _ _ [� _____.___� _______ i _ __ ______!_________| ______c�_� _________} _-' ' _' -�' ' -� _-__-!'-� -___ _�.| ______'__[._--______'|___-__-__!_-____' '-�� ' -� ' �� _-- o� -RO -60 -40 -70 ' 0 20 40 un 60 80 co uJ cn c» `° co r1 oD -� �� v� /[k 109+25 r` u} �J �� ' A� oz un '°' --' _- ---' _ ' �� u� � - - ---� '' -� � % l - ---- - --- ----�-��--� ' 70A i �-�-=� '�----� __� � 70[) 11 I . � ` - ' '1---------1'- ' -- -��-- --�- ^ ' [----------- -------'-�----' --' '-�------ --�----'---T--------'- T--�� |� �� ! } ! ! � / �� L-�_______| _____--��---�' ' -L ________i_-______'(_-� -___-_--L-_______�_i_-____��_-/___-__-'-�L__-_ ' �� ---�^___.�� __' -�-'�'__�___' '|-___-_-__��___-_-'--i' ---__ ' `' -' ' ' �` ��9�� -RO -�O -�� -9O O 4 | �M 40 60 RO C3 n ' | \ / �1 \ /\ / c] _� 7OO7O() -___-_'-_'-- ' �� ' cp/z�- --- -' -� -�-- -' -�-' '- --- - - ' '~~ ~~ ! . _=� _`_= _--__ _ - --=��, __-.__---__�--_�___- ` _ � _�-� ___ ____ ____ � [ � | � ��A G��--' - -0�U --f----- '---'�'��'- ,�=� --�----'---� �-----'---- -- ---�---- ---' -� ----- / - ' - [--� -----T----��-'-T--- ' - ' ----'--� ' -� �T | � � "^" ~^" � ! ! yw -- | � ! } � � i[_ � , i � ^- L _ -^ - � .- - _- ___._'_-�'_ ..- ...... - _-__�-'__-_- - �� ' / ___--____ _-______' ___ ' - -__'-___- __-'--_-_- _ ____ --__ _'_--_��-_ '___ _-_- -_ - ' -RO -�O -40 dz -7O �� A �O �O �O R0 �5 | / \�< _�' / �� T|� PROP. �klP� ..� . .`~. ^ SLOPE 0o | L}�] | / �/ ~ uz u7 u7 `- INTO EXIST. PORCH 7OO'' -- ' -�_.- -- - ' ' ',� -_--_---_ _-________-�_�---- --' -'--- -' '' - '---'-------� '-' ' - - � �� 70D _____ � ________ ___� -_� -_=_=` - '_'��_-c-�� _�' ��--�' ---�� ___ _-_� __�� ___ � � ` G�� '-------- -� -- - '� --��- _ ' '===�------ ----'- - --- � - -- -- ''—'-- ' �� G ~~ } � � / � | � ,_ _'____!_____� __________�_- '-___!-__-__-_'�i--___--- i_--' _ -i � ' � c: --'-------------------�--- --� -----'---'----------'---'-------------�-r�-�---------'--------- �� -AA -60 -40 ^ -20 0 20 40 60 80 cn | / \�� _L- ��( > oo | L/iJ i ��/ [z co ,� co 70O___ - - --___ ' co --'Co ua ----- -�� --� - - ' - �u�'''-� ------- --'---- -------� -' -- '- '- - ' - - - - ' .� � 7OD u 10, - � � '�� .___. �=-�� _--i' -''_- -_--_ _ �-�'-__--�_��- -�_- _=_' / � �V� -- �� -� -----'��| --�c'---��'�' --- '- ' - ! �� G `~� -r- --� --- --- ' ' � . . | � �'-- '- --' -'------ -� -- '-'| ------ ----------f- ---�� ----� '-T�- -' ----�- -�- '�---- - ' i� -' � ! �� {_____ ____ _!________� | ___ _ � _ ________ �________ ! ___ ____�____________ i ______��_1 _________�___ _ __�__ _ ,��__--__-_�� _�-__ - -' --�_-_____�_�_--_--__'L_- --'�_ �� - - � ' ' 1� 699 -�O -R0 -40 -�0 � �O �O GO �0 `~~ ~~ '~ ^-~ 108+25 - -- �" � - «' r� 'o no 00 'D .� r~ uo ' �` ur u� ' '- - -- ' , -�� t�' �- �� - - �� - ____ ---� � __� . 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K�� - ' - _--____--___--___-'-_-''---'_-� - I ( ..-. -.i. ___----�__-'��'- I'm : .. . ^--= '' -'- '---- �_�� . � : AO� - . ' ~�~ --' � _ _ __ R01- --� _ _ Co .- | _'_� __- -_- ' -_ ' � u� . Z �� -'- ' -''--- - ~ | . ' i | � : � ' �� : ~~^- `~~- --- �� ...��7 - - --_ _____ _ . ' �. _�� - �~_'- / . uc ^D]_--'-_'- -_I - . . ' i- - I i | l | . 688 L_--_-_--l- ... . -___'i_- - - '`. --__-____�_'-__-_---�___-____- ! ! -�______---_+ \ u�c� � ! � } . __--__-'�-'------_--/_. -- ' 1 - 1-----�'---- --% --- -] | � -- --- '-'-'' - ' - ' — - - - ' ' ! ` ' RRR -RO -�O -�� -�90 0 �O -| -- ;� �0 - - RO `'~ ~` `� '" �~ 1 �\ C��\ � \ / / � )\ / rl ^^ -� ---- -�- --�-' �. i r7m __ I-- -'_ _''-__--_ - 7OO ---' --- - __-��___- - -__�_ - _--____--___--___-'-_-''---'_-� -__-' ' '� � --_� �_� --- �� 700 �-- w A / . ___ ____-_ _ (>Ial - _--_ ` '� � � HQ�- -' i - - - - ~~~ - -1 - --- ' � - �� ' '' ��-----� ` �� - LL 0 ��' -� ---- -�- --�-' �. i � ` ' � ' - ` R�� ' � -`~ ! �� l �q� _ . -�' - | ' - - -'- -_ - -� --_-� � - '� � ' / 6�� ~.^- ~~� - � - ' -�� =) o '' -' - -� -{ -- --- - � � � ' ' ___ ___� �----'---1------�--�' - -' �R>�4 ___ _-_' --- � �� -' '---- '-'----' '------ � --�- �� -�- ��-�� --T-- - --�=�- '--'�---- � '--�--- ' — '--�-- ----' -- ) � � � ' 6/\R ' ` ' ' ` "v" °"° � ! � | | � ^�-~� ! i � �] / | ' i [__-_�'--'J_'-____� _�__�' ' - ��_-__-__-__-�---______-��_-___-__�_�__'-_��___|______-�-___---'_l__'-_-� '' ''_ -__-�_'____-_____-___' _--___�-- - _ ' ___-__ - _RA _60 -40 -20 A 20 4 �0 3�: 60 m ~O �� UUK�� «�� n �� ' _ �� ^�~� - ' �� 0 �� ov- W __ U U K ' .�K �� -� �� ^�� ~ �� ~=� ~� NN �� ~ � _-- �� . �� " U �� - ` «�� =) �� _ T- or- u� �� .� ^ �� )_~ 11,3038009 ` SHEET NUMBER X03 w A (>Ial - - - �� - LL 0 ��' ~ _ US I. =) o �� C) �� -9-- �) �� 11,3038009 ` SHEET NUMBER X03 0 Std X O xvt aJ Q bi Q rE 01 V, SCALE i 6 l'o, 2, 0' pm, I V) z 0 0� 9 C3 0 00 < r. co 0, C> 7 0 =: 00 U> U) 0 S2— O� X cn V) < tri ti az co < W z C%4 0 co ccl m m V) ��a < 0 0 m C3 < uj di Lu LLj z K- �4 -j C9 z Q 0 < Fn < w 0 0 LLI a'. m T aJ E V; 0 TJ O ,2 TA sa to 201+82 5 4 Ei ROW C14 Ln CD M K — ROW 696 ............ ............. 2.0 696 ..... .. ........ ..... ..... .. . ...... . . 692 692 —100 —80 —60 —40 —20 0 20 40 60 80 100 201+75 ROW ROW Ln ry 696 (D Ln Lq —2 005t'D'� —2.00% .0 696 . O 692 92 —100 —80 —60 —40 —20 0 20 40 60 80 100 201+50 V vj- 0 R I Lo ro ROW 696 696 4 ........ ... 0-> —2.00%m m -2.00% c7) 0) 692 692 —100 —80 .... ...... ......... —60 ... ... .. .. ......... —40 —20 0 20 40 60 80 100 201+25 00 ROW C� cv) 00 O� ROW 00 VI 692 m 00 0 .0) 00 2.00%m —2.00% 00 I.. ! . .. 692 688 688 —100 —80 —60 —40 c3 —20 0 20 40 60 80 100 m 201 +00 692 ROW co . ..... . m Qo — Lo 74- Ln R W 692 63 QO `0 240 % 2.00% bo CD 688 688 684 ..... .. .... 00. 00 684 —100 —80 —60 —40 00 —20 0 20 40 60 80 100 ROW Lo 200+75 0 PC) ROW 688 co co 688 'o 7w (o 684 Co. 684 . .. ..... .. 2 —100 —80 —60 —40 LCi co —2o 0 20 00 Qo 40 60 80 100 VII 00 °°Q 200+50 688 ROW . ..... 00 co C-0 Q0 00 "ROW 688 Zo rn oo 00 684 77 ...... ... . 684 680 680 —100 —80 —60 —40 —20 NO co 00 00 w 0 200+25 20 m 0 60 80 100 Co 684 000000 00 (0. Co... . &.86% c� C-� oQL' Co . 134% co 00 ROW 684 680 680 —100 —80 —60 —40 —20 20 40 60 80 100 200+015.35 .2' Ci o. Ei Vi Q Z SCALE i 6 l'o, 2, 0' pm, I V) z 0 0� 9 N 00 rf) ,w f C) Z N 00 C) Lo U) W CY) U) cr-0, U) CIO (1) + + (Z) C) U) W C3 0 00 < r. co 0, C> 7 0 =: 00 U> U) 0 S2— O� X cn V) < E az co < W z C%4 0 co ccl m m V) ��a < 0 0 m C3 < uj N 00 rf) ,w f C) Z N 00 C) Lo U) W CY) U) cr-0, U) CIO (1) + + (Z) C) U) W < 0*> C) < qt -T C-,J 0 c5 W C%4 ccl m m V) x co < LL 0 m C3 < uj di Lu LLj z K- �4 -j C9 z Q 0 < Fn < w 0 0 LLI a'. m N 00 rf) ,w f C) Z N 00 C) Lo U) W CY) U) cr-0, U) CIO (1) + + (Z) C) U) W L0 0*> C) Cy qt -T C-,J G) c5 W C%4 ccl x co < LL 0 LL 0 w di C) > 00 F- z 0 0 c:) " 0 0 4 a'. DATE 07/26/13 PROJECT NO. 1130,38009 SHEET NUMBER "i X05 ti Cti �-cj 0 X X cj CL at h. cr" 0"-) >- cc-, X� x X i vY L. UY tV t. iJ C. 4. Cs is iC cz us is wi 4. Ci E. QY al li 202+75 40 wx MEN 704 700 100 704 700 1 696 100 700 696 100 SCALE 10' k, po V) z 0 71 Lo Z CN C) 0 cq 0 U) U) in + 04 %d of 0 < 0 C'4 ry • c) U) W (D cr) 0 00 0 d < c) < cn vii fy 2 < ci < E zo w < c\I Z Q 00 100 00 ca < W 0 > 00 O� 0 z o a- LL W Lo Z CN C) 0 cq 0 U) U) in + 04 %d of 0 < 0 C'4 ry • c) U) W (D cr) 0 < c) < 2 w c\I cr) 100 ca < W > u- 0 m LL W Lu 0 U) < V) < Ld cc Lo Z CN C) 0 cq 0 U) U) in + 04 %d of 0 < 0 C'4 ry • c) U) W (D cr) 0 Lo c) < 2 w c\I cr) 100 CV < W > u- 0 LL L0 c) 0 U) DATE 07/26/13 PROJECT NO. 11,3038009 SHEET NUMBER I Fm 0 0 DATE 07/26/13 PROJECT NO. 11,3038009 SHEET NUMBER I Fm 2 K I 10 �I) ti iiy JI CL vZ R 111 a I 11.1, \_," 1f I 6 E., O ifr Qi Ei li fu Ct flS rJ Qi10 21 ,7b 21 , .V US fi O 2 +25 SCALE 1� 0 10, 20, as W co z 0 Ld CK- Immmmmilm C= .... ... . .. . ... ........ ..... .... .. < to R V C '�o R ow 10,0 re V� C-.> 0 C> Cf) ... . . ..... 696 V) U) X U- E z 0) Lo n c� m cr) N z M N co co 696 . ... ... ... . ...... ...... n8 > 00 .00% (9? +2.00%,l Z 0 . .... .. ... < 692 .... .. . ........ .. . . ..... .. . . ........ ...... . ..... ... . .... z cc) _j 2 z 0 < V) 692 688 ...... .. ...... ... C) ... .. ........... C) 0 n_ 688 —100 —80 —60 —40 —20 0 20 1 1+00 40 60 80 100 ROW— ROW ......... 696 ......... .... .. . . ...... .. . ............ ... . ...... N 00 Lo QQ ....... .0) 696 0) a) c" +2.00 %. —2-00% 60 (.o C114 692 . .. 692 688 I......-...-."......"�....''.�.....,.-..'��..''.�,�l".�..�"..�ll.,�..,..I .. ..... . .... ......... ... , . .. . ......... . ..... .. .... . . ....... ... .......... ....... .. 688 —100 —80 —60 —40 —20 0 20 10+75 40 60 80 100 _ _ ... ... . ....... R 0 00 696 . .............. - .. ... ....... ... N co c\j (7) ....... 696 ....... ... ... .... —2.00% + .00% 692 ............. 692 688 .. ...... ... .. -- ------------------ ....... .. .. .. .... ....... 688 —100 —80 —60 —40 —20 0 20 10+50 40 60 80 100 ROW R W 696 .. ..... ..... ...... .. . . .. .. .. . ....... . . .. . .. ........ . .. ..... Ln 00 C) C*I� 696 CD co 0) tQ +2.68% co 692 2.68% 692 688 . .......... .. ...... ....... .......... ...... ...... . .. .... ...... ..... ..... .. --- . ..... 688 —100 —80 —60 —40 —20 0 20 10+25 40 60 80 100 .. . ... ...... . ....... ...... 696 • x 4, cli 696 692 ... .... .. . . ........... . . .. ...... .. 06 .... ... .. .. .. cn 3.88% 692 688 . ..... .. .... . . ...... 688 —100 —80 . .......... —60 ....... .. .. . —40 —20 0 20 40 60 80 100 SCALE 1� 0 10, 20, as W co z 0 Ld CK- Immmmmilm o C= N 00 im < to < > re V� C-.> 0 C> Cf) 00 V) U) X U- E z W < cr) N z M N co co U) CIK<) n8 > 00 Z 0 < o C.0 < re -t M 0 W cr) N 7T, U) CIK<) (10 > LL < c) u') 'T ui z cc) _j 2 z 0 < V) < b3 c C) C) 0 n_ C) Z + Q 0 Ir- 0 0 Q W W (N Lo U) U) + 0 0 C) 00 (D 0� W C) W C.0 Lo re -t W cr) N 7T, < CIK<) (10 > LL U- 0 c) u') 'T > ch cc) z 0 o b3 c C) C) 0 n_ QATE 07/26/13 PROJECT NO. 113038009 SHEET NUMBER X07