Loading...
HomeMy WebLinkAboutSDP201800085 Plan - Submittal (First) Final Site Plan and Comps. 2018-11-261�1 <* VIS ASA SO I A 0 S 0 0n SITE DATA -- -- OWNER: SOUTH PANTOPS H LAND TRUST FINAL SIT D V LOPM NT P N W E Q9 PO BOX 8147 Z t9c @ CHARLOTTESVILLE, VA 22906 O,p a DEVEL OPEF?: MANAGEMENT SERVICES CORPORA 77ON SHEET - °° ' - 102 S FIRST S7FET, SUITE 301 102 TMP 78 PARC L 0 0 q - LL Z- ,. Z- � SHEET (SCE SHEET � Orc v � � __-___,____ CHARLOTTESVILLE, VA 22902 a 4 (3 � cc ., w w PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES SHEET ----------- EXISTING CONDITIONS 172 SOUTH PANTDPS DRIVE, SUITE RIVANNA DISTRICT, ALBEMARLE COUNTY, VA � O% r , C18 C) e CHARLOTTESVILLE, VA. 22902 SHEET __________ STIE LAYOUT PLAN 4 iz C4 (434)-979-8121 t ` `_ "o Z © s (6 SHEET 4 ----------- LAYOUT PLAN - UPPER BUILDING LEVEL a p� v c, TAX MAP PARCEL No: 78-20, DB 2913 PG 156 SHEET 5 ------ ,---- 'OUT PLAN - GROUND LEVEL PARKING PARCEL AREA: 13° 31 AC D Pmm 0 18 00008 CO; 4 fa co tu SHEET ______:____S UTILITIES PLAN ``? °C ?� O� MAGISTERIAL DISTRICT' RIVANNA MAGISTERIAL DISTRICT LL SHEET 7----------- GRADING PLAN R 15 'R W Lu y) CO ZONING: P STEEP SLOPES (MANAGED & PRESERVED) OVERLAY DISTRICT FLOOD HAZARD OVERLAY DISTRICT SHEET------ ---- LANDSCAPE PLAN 0 � z ONEUNITS, 100 TWO-BEDROOM UNITS)w 4 SHEET LANDSCAPE PLAN DETAILS W 0 W USE. 144 APARTMENTS (44 -BEDROOM n . {f MAXIMUM DENSITY. 15 DUMC w. �/�' s SKEET 10 -------- PHOTOMETRIC PLAN zt co ► L. �.0 GROSS RESIDENTIAL DENSITY. 10.82 UNITS/AC / N° SKEET 11 _-______ PHOTOMETRIC PLAN DETAILS W p BUILDING HEIGHT s5 FEET fi � 5 SHEET 12 ____:____ PICAL SECTION & TURN LANE WAR NT AN LYSIS Iii SETBACKS: FRONT- 5' (MINIMUM) 25' (MAXIMUM) :° , }-IEEE ___®,-___ SIGHT DISTANCE PLAN PROFILE -- SIDE. ZERO, REAR. 5 i q SHEET 14 ____:____ STORM SEWER PROFILES & CALCULATIONS C� STEPBACKS: BY SPECIAL EXCEPTION - FRONT STEPBACK FOR BUILDINGS 11 AND #2 ADJACENT TO ,red) `-u.•-'Gi, r I t SOUTH PANTOPS DRIVE SHALL BE 12'4". FRONT STEPBACK FOR BUILDING #3 PARALLEL -�� ' SI-TEST-_______ SANITARY SEWER i�1�ATERLINS PROFILES TO RIVANNA RIVER SHALL BE ZERO. . SHEET 16 --------- DETAILS SHEET 2BD APT 100 APT 200 SPACES' PARKING REQUIRED: 2 SPACES PER - = I-______- 1.5 SPACES PER 1BD APT - 44 APT = 66 SPACES ° .:.. SHEET 1� DETAILS SHEET I 2ss SPACES REQUIRED TOTAL° Charlottesville Ci :Site . ,� ............. SHEET 18 -----___ DETAILS SHEET ADA REQUIREMENT 2 GARAGE SPACES PER GARAGE = 6 GARAGE SPACES TOTAL 6 SURFACE PARKING SPACES :' , "; :. SHEET 1 9-_______ DETAILS SHEET PARKING PROVIDED: 6 ADA SURFACE SPACES (ALL VAN ACCESSIBLE) w SHEET-------- FIRE TRUCK EXHIBIT 6 ADA GARAGE SPACES (ALL VAN ACCESSIBLE) $b I� p w o 249 SPACES PROVIDED TOTAL � ADT' LOW RISE APARTMENT UNITS, ITE USE GROUP 221, 6.59 VPD/ UNIT w -- ---- --- --- ---- -- - -- -- ---- -- ---- - - - -----_-----------------____- -- TOTAL ADT- 144 UNITIS = 949 VPD LEGEND �. ----- E "I Tiid. 1 �IEh.EIIJE vet, lE't --- --- ---- STORMWATER MANAGEMENT: AS DEFINED BY THE VSMP PLAN SUBMITTED UNDER SEPARATE COVER f E . n i, '. I i �,l TEP I�:! E D i : f C r=; Gi i Ti:_ I R _ -- - i I I f I E,;I rlr,c, Ildc>Ex , IT,,�_, ------ -- - : ;P E:c} '�r�� T-E� - WATERSHED: RIVANNA RIVER F _ _ E l 1 E TEE _- 1f 1 C I N lid( MAP `(f I T 4 o t,r P 0, r 2{7 E I' 1(, FII `: E H F /`- I TOPOGRAPHY- TOPOGRAPHICAL INFORMATION BASED ON FIELD SURVEY BY DOMINION ENGINEERING & � L;< Lr DESIGN, LLC JULY 2017, AND CONFIRMED IN THE FIELD BY THE DESIGN ENGINEER SCALE: 1'=500 FEET Er:E �If'� EDGE E ;>>E F',a.'vEPJiEI` T --- - --- PR'0P0'-.'ED r„,E h{'rCr:�('!T C� - DECEMBER 2017. DATUM NAVD88. __. �, . - - -- - FRC1F EE-�{�E.: t��E E'r\''Ef`,liEl�l E ----- E�----__----- E.`i`_�Tli,{, UV't�,TER ':(r�,l ` � ; { _,:AEU BENCHMARK: SDMH TOP ON SOUTH PANTOPS DRIVE = 416.72 E _ - _ - - - L PE AND GU FE, F�;�PC]`:ED WATEF; �,4ETER DATUM. VERTICAL - NAVD 88, HORIZONTAL - NAD 83 P P � _, P 0 `� E r CURB GUTTER - Rn!_.E TOP z 'tt t �� C '= i1 "lf' t ,._ L - __ - TRAf 1 ITIC?11 Fr,t r l - _ X FROM�E-1 r =- _- E TII 1{u PEE 1i F CRITICAL SLOPES: CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. THE LIMITS OF THE CRITICAL F� �;�. . I � h(_; I-' � n r � - ! �- 1� I, SLOPES WERE DETERMINED BY THE ANALYSIS OF THE EXISTING TOPOGRAPHY FROM THE EXT` TIfdG `- T:_)RP:1 '-w-R, -_- P FF10POSEE E CJ �ER ''%��F'.C.F � i t r �V FIELD SURVEY AND GIS CONTOUR DATA. A PORTION OF CRITICAL SLOPES HAS BEEN HA11\,ICI `P P MP ( {,-1 � g cep _} FIELD VERIFIED TO BE LESS THAN 25% AND EXHIBIT HAS BEEN SUBMITTED UNDER PRUPCY EC F�=�F�h,.rl �E'4`tri E? =-- DE[, 12 A (� JU (,F M r.,oT � SEPARATE COVER. SEE PLAN FOR LOCATION. . _-t,.�- -- -- - _-__ �FC�r���h: fes'. F�.h�� r)I�Si Tr�.�l_T(_�i�� r �Y\IC III I? JANI AR f SE'*ER INDICAJOR FLOODPLAIN: A PORTION OF THIS PROPERTY IS LOCATED IN THE FLOOD ZONE AE AS SHOWN ON PIRO C EL` .�Af ili.ARY SEWER u s = !ciCATE_,' rHE rUl MBER r r T,Picf,i PARI;., SPACES --- � FEDERAL EMERGENCY MANAGEMENT AGENCY. FLOOD INSURANCE RATE MAP NUMBER: PF:EF'ERTY EIP'1E BE IdCHP.IARfC /1�1�26f�018 Jimmy L. Taggart 51003CO289D, DATED: 02/04/2005 NVGD 1988. L22841 E A `� E P,1I E f .1 T E I I�.I E. - -, E, F LANDSCAPING: THE IMPERVIOUS AREA DOES NOT EXCEED 807 OF THE SITE AND IS NOT IN AN S! OPES T') BE SEEDED, r.+�:l __HED & TACII"ED �� 00610tiAL CIFI,1 TEREIN _._._--_ - _ _ _-- ENTRANCE CORRIDOR (ZO 32.7.9.2(6)). SEE LANDSCAPING PLAN FOR PLANTINGS, S���� E(I�4lill iJ OF CLEARING �,I `l l_��f�:�11 `• VRA-1l.}l i''1 (�J SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS. ( r-=n VEHIC1 ES PEI-: D,�','( C,OI_iN-T 1,234 VPD lif::T OT ELEVATION +I'_.0 "'POT LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED J,000 LUMENS f'H'` P:: ;ED =TREE Ir`,Iv1 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR PE<<"_r :> EO ` I :!T EEE .rA IIOi'! +12. C} MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE-FREEE-tl' TIIdC `SIG["! - T- E x T f ,I, DRI ` LINE cn ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL E D SIGN I - F E `E P . DISTRICTS AND FROM ADJACENT ROADS J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHNELDED TO REFLECT LIGHT E f•T � T I PSI t TREE =` .. > ;:,�JIT��F.� h,��ailN'.LC IDEIJI-IFltr. �_.___� z AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. I GB '�°' PF`CJP;_;'jED TREE TORM DR,A,II'd Tf'UCTUf=?E IDE1\1TIF-IER ? . THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY w WATER PROTECTION ORDINANCE. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE Z DRAINAGE SYSTEMS AT ALL TIMES. PLAN NOTES UTILITES $ DRAINAGE SYSTEMS SITE 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE W 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS UTILITIES POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR m PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND Q„ � C-"' 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS APPROVAL BY THE PLAN REVIEWING AUTHORITY. THE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. < IL � SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS ES-6: THE: CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL PRESENCE ON ANY SUCH SUBSTANCE. W O LL O w _ CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN ASSOCIATED FEES, I- r/��y - U) 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE, REVIEWING AUTHORITY. w THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE 3, ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING ES-7: ALL DISTURBED ARES ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES'` ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION HAS z O 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH BEEN ACHIEVED. SPECIFIED. CONTRACTOR SHALL ....1 � � � � DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE INSPECTION. UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. �r <D 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL CONDUCT ITS WORK IN THE VICINITY OF EXISTING ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. ES-9: THE: CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH L� DEVICES LATEST EDITION AND SHALL BE PROVIDED BY THE CONTRACTOR. RULES AND REGULATIONS. A STANDARDS FOR THE SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE RUNUOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSH STN E ADVANCE ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL PROJECT BIDDING; AND IF NOT SALVAGED FOR RE-USE, SHALL BE DISPOSED OF LAWFULLY. EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. u_ BURIED UTILITIES FAR ENOUGH IN OF CONSTRUCTION INDUSTRY (29 CFR PART 1926). ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR /� TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST APPROVALS' 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH TO FINAL ACCEPTANCE. DATE EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). UTILITIES. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE < > 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED MANUFACTURER'S SPECIFICATIONS. PLANNING J ZONNING z EARTHWORK, DRAINAGE, (& SITE CONDITIONS AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE 8, ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR � ' I� `� f. j 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. PRE-CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ENGINEERING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH AWAY THAT THE NEW DRAINAGE PATTERNS ARE BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. COUNTY INFORMATION SERVICES PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. EROSION CONTROL COUNTY BUILDING OFFICIAL 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL FIRE OFFICIAL 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND DATE: '11-28-2018 ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA SCALE: NA 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. VIRGINIA DEPARTMENT OF TRANSPORATION JOB: ENGINEER. BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND 8. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE ALBEMARLE COUNTY SERVICE AUTHORITY WEEK PRIOR TO THE FINAL INSPECTION. 4.7 Al 10 FILE: 17.{}11Q IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS-BUILT CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. REVISIONS. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. THOMAS JEFFERSON FOUNDATION PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE 7.IN THE EVENT THAT GRADING AS SHOWN ON THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. SHEET: OF 20 - r �* ► 1 i i „i / { l 1 4 „,, ..12 i'..YC m 141 R gyp, Tv j „ �.: -/ r ' "f1CiUl1TCG D�F�IAIC'P�R f�l� �I�rl R- CI IR11�Y i LU i op 6� 11/26/2018 Jimmy L. Taggart Lic. No. 22841 �n , .c1 � G �a 's,10NAL'�_ ti DATE: 11-2r>-2ol s SCALE: 1 ":50' JOB: 18.0505 FILE: 17.0110 SHEET: OF 24 0 �I IY e � Lu 0 l LL 0 Z ■ cn ■ 0 i cn E DATE: 11-2r>-2ol s SCALE: 1 ":50' JOB: 18.0505 FILE: 17.0110 SHEET: OF 24 II 11-26-2018 SCALE: 1 ":30' JOB: 18.0505 1 l ` SHEET: 3 OF 20 ll 1 v h II 11-26-2018 SCALE: 1 ":30' JOB: 18.0505 FILE: 17.0110 SHEET: 3 OF 20 0 M M C4s • LU i C44■ -j cv 4 � at C) t t 4 LL. cr- � cr Q 1 CC 0 LL Ol at Or - i� 0 L_ I J z 0 W CJ LJ LLi Q C5 Z 1i/20618 Jimmy L. Taggart Lie. No. 'a 22841 �a DATE: 11-26-2018 SCALE: 1 ":30' JOB: 18.0505 FILE: 17.0110 SHEET: 3 OF 20 DATE: 11-26-2018 SCALE: 1':30' JOB: 18.0505 FILE: 17.0110 SHEET: 4 OF 20 0 0 c%j cl) 0 D 0)rr ■ cm • U- < 20 q: U @) 5; 0 IK Lj Z C4 Mt co Qc -- LU ui z QK 0 C) er .4;t a: c\j c� < c"? W 0 U. � cr- cr Q b, 0 LL CL lu —W, LO 00 14C cm F- C) z I 0 P - w z Uzi 0 7L • op li/26/Y018 Jimmy L. Taggart No. 22841 SION 0 z r. Z > < . w Cc Z CN < LU ca < LL Ujo 0 U) Z -j :D < CL 0 Z U) < U)• z > Z W § C) T - DATE: 11-26-2018 SCALE: 1 ":30' JOB: 18.0505 FILE: 17.0110 SHEEP: 5 OF 20 2 0 2 04 CD Z3 0)fi cm cl 20 qD LLf Z Cc uj W LL, CO Q -IK 90 C\l 'K < cc 68 w%lft. I c� gob- Ot ,* (a < ul OM Cc CNC 9 Ix tu -UJJ cov F- 9 Z 0 F-, z LZJJ 0 M 9 M )�OR OP 11 /26�)Iol 8 Jimmy L. Taggart Lic. No. 22841 OA IONAL U) CL < 0 z ■ 0 cc Z > < w —j 0 Ir 5; w LLI wLL 0 90 U) •# r - U) Z < 0 0 U) LL < U) z > z w r DATE: 11-26-2018 SCALE, 1":30' JOB- 18.0505 FILE: 17.0110 JSHEET: 6 OF 20 w 9 A�S�LTR Op Ir /'/ 11 %26 f 018 Jimmy L. Taggart Lic. No. 'd 22841 4r �a G a ..w . 30 a sa so 90 „j w SCALE: 1"=30' A [SATE: (11) SERVICEBERRY TREES J v. r + 1 (19) ELM TREES FILE: 17.0110 SHEET: • (2) BIRCH TREES (24) SCREENING TREES (7) CREPE MYRTLE TREES () (33) SHRUB MIX a ..w . 30 a sa so 90 „j w SCALE: 1"=30' A [SATE: 11-26-2018 SCALE: 1 ":30' JOB: 18.0505 FILE: 17.0110 SHEET: OF 20 7, REINFORCED RUBBER HOSE, ARBOR TAPE, OR - NYLON WEBBING 2"X2" HARDWOOD STAKES !NE DEAD OR DAMAGED INCHES. DO NOT PRUNE ITRAL LEADER. VFORCED RUBBER HOSE, 30R TAPE, OR NYLON WEBBING 2 HARDWOOD STAKE ACE TOP OF ROOT BALL SLIGHTLY OVE GRADE. REDDED HARDWOOD ILCH (MIN. 4" DEPTH NOT MULCH AGAINST JNK OF TREE) RTH BERM AROUND BED MOVE STRINGS, WIRE, BURLAP OM TOP 1/3 OF BALL N UNDISTURBED SOIL FE Y CI Y C AND D AR ORI Y G ' r, DRIP UNE SNOW FENCE ' t 0041 I' PAM BOARD FENCE tI #ti 4 r n v ; ,'> *tool 4 CORD FENCE PLASIC FENCE CORRECT METHODS OF TREE FENCING VI I � qF0 f, �� 40, w CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Gn1iNM�! v.,- nSrw Plats 3.38-2 IN GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE CONTRACTOR. 3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE LANDSCAPE ARCHITECT AND THE OWNER. 5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 10. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 11. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PLANT SCHEDULE # I Latin Name I Common Name I Cultivar Symbol Evergreen I Deciduous I Form I Mature Size Min. Plant Size I Spacing I Canopy Total Canop Hardiness Zone TDCCC 6 Amelanchier canadensis Serviceberry White Pillar Ac X- Shade X - Sun 17.0110 25' H x 15'VV 6'- T B&B ASOP 130 780 4 to 9 2 Betula nigra Clump River Birch Heritage Bn X- Shade X- Sun Multi -stem 40' H x 30'W 10'- 12' B&B ASOP 397 794 4 to 9 6 Chionanthus retusus Chinese Fringe Tree 5errulatus Cr X- Sun X- Sun Compact 35' H x 26W 6'- T B&B ASOP 92 552 5 to 9 7 Lagerstromia indica x White Crape Myrtle !Natchez Li X- Sun X- Sun Multi -stem 20' H x 20'W 6'- T B&B ASOP 77 539 6 to 9 2 Magnolia virginiana Sweetbay Magnolia Moonglow My Semi - Sun Dwarf 16H x 12'W 6'- T B&B ASOP 113 226 5 to 9 19 Ulmus parvifolia Lacebark Elm Allee Up Semi - Sun X- Sun Vase 50' H x 36W 1.5" - 1.75" Cal. ASOP 366 6.954 5 to 9 11 Ulmus parvifvlia Lacebark Elm Atlee EC I X- Sun Vase 50'H x 35W 3.5" Cal. 50' O.G. 483 5,31315 to 9 cUDI urc 2 Aucuba japonica Japanese Aucuba Rozannie Aj X- Shade FILE: 17.0110 4'H x 4'W 18" - 30" H ASOP 20 40 6 to 10 2 Daphne odora Fragrant Daphne Aureo-margioata Do X- Shade Variegated 4'H x 4'W 18" - 30" H ASOP 10 20 7 to 9 11 Ilex glabra Inkberry Shamrock Ig X- Sun Compact 3'H x SW 18" - 30" H ASOP 23 253 5 to 9 6 Myrica (Morella) pumila Dwarf So. Wax Myrtle Mp X- Sun Dwarf 2'H x 3'W 18" - 30" H ASOP 44 264 7 to 9 11 Prunus laurocerasus Dwarf English Laurel Mount Vernon PI X- Any Dwarf 2'H x 5'W 18" - 30" H ASOP 10 110 6 to 9 2 Viburnum utile x burkw. Conoy Viburnum Conoy Vu Semi - Sun 6' H x &W 18" - 30" H ASOP 18 36 6 to 8 SCREENING 24 Osmanthus x fortunei Fortune's Osmanthus Fortune Of X- Any 20' H x 20' W 18" x 30" H 15' Q.C. 99 237617 to 10 TOTAL 1 182571 sf STREET TREE CALCULATIONS SOUTH PANTOPS DRIVE - LACEBARK ELM 564 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE f 50 LINEAR FEET = 11 STREET TREES REQUIRED 11 STREET TREES PROWDED LANDSCAPING REQUIREMENTS FOR PARKING LOT PER Z.O. 332.7.9.6: MINIMUM LANDSCAPING STANDARDS: 5% OF PAVED PARKING AND VEHICULAR CIRCULATION AREA SHALL BE LANDSCAPED. AREA BETWEEN BUILDING AND PARKING NOT BE COUNTED. TOTAL PROPOSED PARKING AREA 44,979.70 SF (1.03 ACRES) REQUIRED PARKING PLANTING AREA: 5% OF 44,979.70 = 2,248.99 SF (0.05 ACRES) PLANTING AREA PROVIDED: 4,551.47 (0.10 ACRES) PARKING LOT TREE REQUIREMENTS REQUIREMENT: 1 TREE PER 10 SPACES SURFACE SPACES PROVIDED:123 SPACES TREES REQUIRED: 12.3 TREES PROVIDED: 16 TREE CANOPY CALCULATIONS PER Z.O. 32.7.9.8.(a).3: REQUIRED MINIMUM TREE CANOPY = 15% GROSS SITE AREA: 15 % OF SITE AREA: 13.31 ACRES 2 ACRES (86967.54 sf) EXISTING FOREST SPACE TO REMAIN ON PRESERVED SLOPES: 9.52 ACRES CANOPY BONUS: 9.52 ACRES * 1.25 = 11.9 ACRES PROPOSED TREE CANOPY- 12.544 SF (0.29 ACRES) TOTAL TREE CANOPY PROVIDED: 12.19 ACRES LANDSCAPING NOTE: ALL EXISTING LANDSCAPING ON THE PRESERVED SLOPE IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS TREES. OF DATE: 11-26-2018 SCALE: NA JOB: 18.0505 FILE: 17.0110 SHEET: OF 20 z O a. u Ln w rte; :• ? � , - 4 - - a4- ... .. •,. p;; � .:, .:rs ;'<f, .-- � 7, ,..,� , �.,.,;taa ra "o ,�,,<{p ' ... 'p r o -. ';.� _. a � .. ... ..: : 79.776. .. ai. �' 0.d .:p.,, }p.60- :, al:. 39 ?' 2 :::, :i, :,:, :. lai ..0.1 �, i .':.Sa _ :. 4r,.:: :, s,:i. AT a7. 4 a4 l: .. .:.:. 0.3 .,.,: ...:; :. 1.8 -.123 .., , t.P a4... �.. ii 7.4 - 9 4 1y :.....43 tf 39':": :: 6D �: :.7� 7A 76 J .:' ': •,- : ':' �'., :' '� �'. - 4 a4'. p'' it ".. 7i s :O,Y• i R+'Z+ ti at A4 pA t, `.� 1 -+ r. `, .. 4ir-�,... aT-- _��i ..�...- '.--.�'-_p•Y .:'. �/ 40 ti '. '�, - ..- - 4 --�9:. ,,. .s. r. .:. •,. � . C4 GENERAL�,_.—�._ .: - �.•., a—;;...=---'a-v�---�4_ ,,. _.. a7 ,.. GENERAL � PHOTODIETRIS' SCHEDULE AVERAGE FOOTCANDLES 2.22 MAXIMUM FOOTCANDLES 37.3 ----- --- --- FMINIMUM FOOTCANDLES -- ----------- - - - 0.0 MINIMUM TO MAXIMUM FC 0.00 RATIO MAXIMUM TO MINIMUM FC 37.28 i 0.00 RATIO E AVERAGE TO MINIMUM FC 2.22 j 0.00 RATIO w M rA 'fl j26A018 Jimmy L. Taggart Lic. No. �4 22841 4kr� G I0HAL E'la DATE: 11-26-2018 SCALE: 1 ":30' JOB: 18.0505 FILE: 17.0110 SHEET: 0 OF 2D E E f Lu iE ; LL .. f , CL e 0 < E [ DATE: 11-26-2018 SCALE: 1 ":30' JOB: 18.0505 FILE: 17.0110 SHEET: 0 OF 2D ro, IN OF 2 0 C) cD rn C\l < C\l < 20 ■ Z (9 CC 0 > LL • IK La ic UA CLZ It -. UJ UU Q a: cm C) < tu 0 cr- b. 0 LL CC Ct —1 1 tL LU -WJ L 0 'K CN F C) ii 0 U - Cf) Z w Z UZI 0 % 4 �l �26�2018 Jimmy L. Taggart Lic. No. 22841 SIONAL fl DATE: 11-26-2018 SCALE: NA JOB: 18.0505 FILE: 17.0110 HEET: 11 OF 20 VARIABLE WIDTH R -O -W POINT OF I 4" 3000 PSIFINISHED VDOT ST'D GRADE CONC2" SM -9.5 4,1: 1'IRETE ���.- 1 CG -601 nnr \ y 4" VDOT 21AR. STONE BASE STONE BASE 6' 7 CONCRETE '. SIDEWALK 0.5' B" SUBBASE I (VDOT 21A) VDOT ST'D 4 3000 PSI CG -6 CONCRETE I -x---1114": V 2' 10' MIN 10' MIN 2' TRAVEL LANE TRAVEL LANE 25' TYPICAL PAVEMENT SECTION VISTAS WAY Right Turn Warrant Chart MSC- South Pantops Vistas 4 -Flay -18 120 q 16 1 + FC11,.LW[I Tji TURN LANE TAPER Fi�L+Ldil� p � r4Sd 1 '+� 34 VPH R*44448a� # �.:` Right Turn 40 - m t NO YURN LANES 20 OR TAPERS REQUIRED ..� 100 200 300 400 5 >7 Soo 700 PHV APPROACH TOTAL, VEHICLES PER HOV114 Appropriate Radius required at all Intersections and Entrances (Commercial or Private.). LEGEND PHV"` - Peak Hour Volume f,aiso resign Hourly Volume equivalent) 415.6 Peak (VPH) 34 Advancing Vol. 4" VOOT 21A STONE BASE 0 5' CONCRETE SIDEWALK SI TE PF GU (SEE LC PROPOSED RETAINING WALL I NEEDED (SEE PL) FOR LOCATION) EXISTING GRADE yy� nnnl��e'.rR I-t1I'.I IT !1r tilA\/ Traffic Calculations Proposed Use: Three Residential Apartment buildings, 44 one -bedroom and 100 two-bedroom buildings = 144 total units. On South Pantops Drive - Urban collector. Design speed: 35 mph Trip Generations ITE CODE: Low Rise Apartment (221) ■ weekday = 6.59 veh/DU/day ■ AM Peak hour= 0.46 • PM Peak hour= 0.58 ■ AM in = 21% ■ AM out = 79% ■ PM in = 63% ■ PM out = 37% « Total Generated Trips: ■ Daily = 6.59 x 144 units = 949 VPD ■ AM Peak hour = 0.46 x 144 = 66 VPD ■ PM Peak hour = 0.58 x 144 = 84 VPD ■ AM in = 21% x AM Peak hour = 21% x 66 VPD = 14 VPD ■ AM out = 79% x AM Peak hour = 79% x 66 VPD = 52 VPD ■ PM in = 63% x PM Peak hour = 63% x 84 VPD = 53 VPD ■ PM out = 37% PM Peak hour = 37% x 84 VPD = 31 VPD Estimated Traffic Splits leaving The Vistas ■ Eas-tbound: 62% Right towards State Farm (Estimated mimicking traffic on Richmond Road) ■ Total VPD = 62:'fl x 949 VPD = 588 VPD ■ PM Peak Trips = 62% x 84 = 52 VPD ■ PM In = 62% x 53 VPD = 33 VPD PM Out = 62% x 31 = 19 VPD ■ Westbound: 38% Left towards Riverbend Road (Estimated mimicking traffic on Richmond Road) ■ Total VPD = 38% x 949 VPD = 361 VPD ■ PM Peak Trips = 38% x 84 = 32 VPD ■ PM In = 38% x 53 VPD = 20 VPD ■ PM Out = 38% x 31 = 12 VPD ■ Truck Volume: 1% (Estimated -residential community) Existing Traffic on South Pantops Road ■ AADT = 7270 VPD (2018 VDOT study - 6849, plus 1% population growth until 2024) ■ 2&4 Tire vehicles = 99% = 7197.3 VPD ■ Directional Factor (D) = 0.62 = 4507 VPD in Eastbound direction (mimic Richmond Road) ■ Eastbound is "Opposing" direction for left turn analysis study SOUTH P.AI`�T Tr � DRIVE NOT TO SCALE 6849 TDP) TMCAL ROAD CROSS _'EMUIN TUFA LANE 1��1�]P.ANT ANALYTSIS ■ Peak Hour Factor (K) = 0.0922 = 670 VPH (mimic Richmond Road) Left Turn Analysis ■ Westbound is Advancing direction ■ Design speed = 3S mph ■ AADT = 7270 (see above) ■ Peak Hour (K) = 0.0922 (see above) ■ Peak Hour volume = AADT x K = 7270 x 0.0922 = 670 ■ Advancing Directional Factor (D) = 0.380 = Percentage approaching site in direction requiring left turn into site ■ Advancing Volume = AADT x K x D = 7270 x 0.0922 x 0.38 = 255 VPD ■ opposing Directional Factor (D) = 0.62 = Percentage approaching site in direction requiring right turn into site ■ Opposing Volume = AADT x K x D = 7270 x 0.0922 x 0.62 = 416 VPD ■ Left Turn % = 20/255 = 8% Left Turn Conclusion Using 415 VPD opposing volume, and 20 peak PM In Westbound traffic; an advancing volume of 380 VPH is the warrant figure requiring a left turn lane. Therefore, no left turn lane is required. (Ref. VDOT Table 3-1, adapted from 2011 AASHTO Green Book, Chapter 9, Section 9.7.3, Page 9-132, Table 9-23) Richt Turn Analvsis ■ Eastbound is Advancing direction ■ PHV Approach Total = 416 Peak hour volume approaching site in direction requiring right turn into site ■ PHV Right Turn Volume = 34 (PM -In trips from advancing direction, see above) Right Turn Conclusion Using 416 VPD approach volume, and 34 Right turns into site, right taper is required. (Ref. VDOT, see chart) Sight Distances: Source: VDT© Access Management regulations, Appendix F, Table 2-2 Posted Speed = 35 mph Intersectional sight distance He = 3.5 feet, Ho = 3.5 feet Available SDR = 400 feet (estimated) Available SDL = 400 feet (estimated) Required SD = 390 feet (Source: VDOT Access Management regulations, Appendix F, Table 2-7) Intersectional SDR is OK! Intersectional SDLR is OK! WARRANTS FOR LEFT TURN LANES ON TWO-LANE HIGHWAYS TABLE 3-1 Source: Adapted from 2011 AASHTO Green Book, Chapter 9, Section 9.7.3, Page 9-132, Table 9-23 USE DESIGN SPEED IF AVAILABLE, IF NOT USE LEGAL SPEED LIMIT.* TURN LANE WARRANT CONCLUSIONS: 1. NO LEFT TURN LANE OR TAPER REQUIRED. 2. RIGHT TURN LANE REQUIRED - WILL BE PROVIDED Rev. 71'14 OPPOSING VOLUME (VPH) -------------------------------------------- ADVANCING ----- ------ ------ ADVANCING LEFT -TURN VOLUME (VPH) VOLUME (VPH) Example: Two-lane highway with 40 -MPH operating Speed Opposing Volume (VPN) - 000 Advancing Volume (VPH) - 440 Left -Turn Volume (VPH) - 44 or 10% of Advancing Volume With opposing volume (VPH) of 600 and 10% of advancing volume (VPH) making left turns, and advancing volume (VPH) of 305 or more will warrant a left -turn lane. When the Average Running Speed on an existing facility is available, the corresponding Design Speed may be Obtained from Appndrx A, Setron ,A '- Ck, Iq M 0 F— Q. o� w 0 LU I //1/11/26/2018 Jimmy L. Taggart Uc. No. r t6 22841 DATE: ADVANCING VOLUME VPH N.A OPPOSING 18.0505 VOLUME 5% 10% 20% 30% SHEET: LEFT TURNS LEFT TUR LEFT TURNS LEFT TURNS i.0 -MPH D SIGN SPEED* 800 330 240 180 160 600 410 305 225 200 .. 400 - 510 iii>== :. 275 245 200 640 470 350 305 100 720 515 390 340 50 -MPH DESIGN SPEED* 800 280 210 165 135 600 350 280 195 170 400 430 320 240 210 200 550 400 300 270 100 615 445 335 295 60 -MPH DESIGN SPEED* 800 230 170 125 115 600 290 210 160 140 400 365 270 200 175 200 450 330 250 215 100 505 370 275 240 TABLE 3-1 Source: Adapted from 2011 AASHTO Green Book, Chapter 9, Section 9.7.3, Page 9-132, Table 9-23 USE DESIGN SPEED IF AVAILABLE, IF NOT USE LEGAL SPEED LIMIT.* TURN LANE WARRANT CONCLUSIONS: 1. NO LEFT TURN LANE OR TAPER REQUIRED. 2. RIGHT TURN LANE REQUIRED - WILL BE PROVIDED Rev. 71'14 OPPOSING VOLUME (VPH) -------------------------------------------- ADVANCING ----- ------ ------ ADVANCING LEFT -TURN VOLUME (VPH) VOLUME (VPH) Example: Two-lane highway with 40 -MPH operating Speed Opposing Volume (VPN) - 000 Advancing Volume (VPH) - 440 Left -Turn Volume (VPH) - 44 or 10% of Advancing Volume With opposing volume (VPH) of 600 and 10% of advancing volume (VPH) making left turns, and advancing volume (VPH) of 305 or more will warrant a left -turn lane. When the Average Running Speed on an existing facility is available, the corresponding Design Speed may be Obtained from Appndrx A, Setron ,A '- Ck, Iq M 0 F— Q. o� w 0 LU I //1/11/26/2018 Jimmy L. Taggart Uc. No. r t6 22841 DATE: 11-26-2018 SCALE: N.A JOB: 18.0505 FILE: 17.0110 SHEET: OF 20 [,M FAM -1 46 46 45'. 451 44' 44( 43'. 43( 42° 42( 41` 41( 40, 40( 39` 39( 38,: 38( 13 StGHT DISTANCE PROFILE VERTICAL SCALE: 1"=20' HORIZONTAL SCALE: 1"=60' 470 465 460 455 450 445 440 435 430 1-25 420 1-15 1-10 t05 Wo 595 590 W i80 StGHT MSTANCE PLAN VIEW 1 1 f •! •f' ri =31 orl HE M /1 i %26/�c 8 Jimmy L. Taggart Lic. No. aA 22841�i DATE: co SCALE: N.A JOB: 18.0505 FILE' 17.0110 SHEET: OF 20 fi 0uj i► f ii f wo 1E 1 f ti 4 Lu 1 DATE: 11-26-2018 SCALE: N.A JOB: 18.0505 FILE' 17.0110 SHEET: OF 20 410 405 395 390 375 0 37 365 11#80161 9+7510+00 440 435 JIM 425 420 415 410 405 400 395 390 385 0 38 375 C) 37 365 0 36 355 3 0 5 1 .345 1 340 335 3.3 0 410i 405 395 i 3901 385 380 375, 370 3651 360 11+00 11+50 STORM SEWER PROFILE (513 5) 11oriz. Scale: l"50" Vert, Scate-1 1"=_10" STORM SEWER PROFILE 6 C 6 Eoriz. Scale: 1"=50" Vert. Scale: V=10" SN Element Inlet Inlet Roadway Roadway Roadway Gutter Gutter Gutter Peak Peak Peak Peak Inlet Allowable MaxGutter MaxGutter Max ID TYPE Location Longitudinal Cross Manning's Cross Width Depression Flow Lateral Flow Flow Efficiency . Spread Water Depth Time Flow Design Flow FlowDepth/ Slope Slope C�_3 ...... . . r-0 --- ------- . ......... Inflow Intercepted Bypassing during or Height during during Velocity 0 Capacity Ratio C) C% 0.78 0.42 0.33 0.79 5.040 by Inlet Inlet PeakFlow Sub -03 Sub -o' Peak Flowl Peak Flow 0.84 1 -1 PROP -a 1 11 ­­ I - ED GRADE - -1 1 � ­ -1 (ft/ft) (ft/ft) (ft) (inches) EXIS I? (G GRADE (cf S) (cfs) N (ft) (ft) (f t) (cf s) (ft/sec) 1313-C. On Sag N/Al 0.0.500 0.0130 0.08001 1.00 2.0000 1.10 1.10 N/Al N/A N/A 7.00 2.73 0.35 1,747'- 7 D13 -C On Sag N/A R" Hp Q 50% ___ 2.0000 0.64 0.50%. N/A N/A N/A 7.00 7 0.22 3 8 D13 -C On Sag N/A 0.0500 0.0130 O�0800 1,00 2.0000 2,23 2.23 N/A HGL N/A 7.00 4.96 0,44 4 10 D13 -C On Grade O�0700 0.02001 - 1 0.0130 0.0800 1.00 2.0000 0.28 O�28 0.27 0.01 97.35 7.00 156 0,06 5, 11 D17 On Grade O�0700 Ln 0.0130 0.0800 1.00, 10000 0.61, 0.G1 0.55 0.06 90.75 7.00 3.03 0.12 6 5A D13 -C, On Sag N/Al 0.0500 0.0 130 0.0800 1.00 2.0000 2.45 2.45 N/A N/A N/A 7.00 5.28 00 0. 00-- - 513 n On Sag N/A 0.0550 PO -00 co no Co 0.52 0.52 co N/A ro 7.00 + 0.16 8 6A D13 -C On Sag N/A 0,0500 0.0130� O�0800 1,00 2�0000 0,78 038 N/A N/A N/A, --------- 2,28 0,27 9 7::j D13 -C On Sag -�D 0. 0500 0 6=- 1.00 10000 O'K' 1,08 - ­ 0 N/A > > Z- Z Z 105 035 101 6C, < >- N/A 0-0500 0.0130 0.0800 1.00 2.0()00 1.12 1.12 N/A N/A N/A 7.00 3.13 0.35 10 2 (0 V- 0 CN N/A LO LO M N/A C6 W I-- C14 N/A 7.00 N/A cr) M 00 CD 1- 00 N/A Cf) N/A N/A N/A 0.00 N /A, N/A 9+7510+00 440 435 JIM 425 420 415 410 405 400 395 390 385 0 38 375 C) 37 365 0 36 355 3 0 5 1 .345 1 340 335 3.3 0 410i 405 395 i 3901 385 380 375, 370 3651 360 11+00 11+50 STORM SEWER PROFILE (513 5) 11oriz. Scale: l"50" Vert, Scate-1 1"=_10" STORM SEWER PROFILE 6 C 6 Eoriz. Scale: 1"=50" Vert. Scale: V=10" SN Element Inlet Inlet Roadway Roadway Roadway Gutter Gutter Gutter Peak Peak Peak Peak Inlet Allowable MaxGutter MaxGutter Max ID TYPE Location Longitudinal Cross Manning's Cross Width Depression Flow Lateral Flow Flow Efficiency Spread Spread Water Depth Time Flow Design Flow FlowDepth/ Slope Slope Roughness Slope --- ------- . ......... Inflow Intercepted Bypassing during or Height during during Velocity (cfs), (inches/hr) (days hh:mm:ss) Capacity Ratio Total Depth Depth 0.78 0.42 0.33 0.79 5.040 by Inlet Inlet PeakFlow Sub -03 Sub -o' Peak Flowl Peak Flow 0.84 . ..... 0.35 1.50 (ft1ft) I (ft/ft) (ft/ft) (ft) (inches) (cf s) I (cfs) (cf S) (cfs) N (ft) (ft) (f t) (cf s) (ft/sec) 1313-C. On Sag N/Al 0.0.500 0.0130 0.08001 1.00 2.0000 1.10 1.10 N/Al N/A N/A 7.00 2.73 0.35 2 7 D13 -C On Sag N/A 0.0500 0.0130 0.0800 1.00 2.0000 0.64 0.64 N/A N/A N/A 7.00 1.85 0.22 3 8 D13 -C On Sag N/A 0.0500 0.0130 O�0800 1,00 2.0000 2,23 2.23 N/A N/A, N/A 7.00 4.96 0,44 4 10 D13 -C On Grade O�0700 0.02001 - 1 0.0130 0.0800 1.00 2.0000 0.28 O�28 0.27 0.01 97.35 7.00 156 0,06 5, 11 D17 On Grade O�0700 0.02001 0.0130 0.0800 1.00, 10000 0.61, 0.G1 0.55 0.06 90.75 7.00 3.03 0.12 6 5A D13 -C, On Sag N/Al 0.0500 0.0 130 0.0800 1.00 2.0000 2.45 2.45 N/A N/A N/A 7.00 5.28 0.46 7 513 D13 -C On Sag N/A 0.0550 0.01301 0.0200 1.00 2-0000 0.52 0.52 N/A N/A N/A 7.00 1.38 0.16 8 6A D13 -C On Sag N/A 0,0500 0.0130� O�0800 1,00 2�0000 0,78 038 N/A N/A N/A, 7. 00 2,28 0,27 9 6B D13 -C On Sag N/A 0. 0500 0.0130 0,0800, 1.00 10000 1,08 1,08 N/A N/A N/A 7.00 105 035 101 6C, D13 -C On Sag N/A 0-0500 0.0130 0.0800 1.00 2.0()00 1.12 1.12 N/A N/A N/A 7.00 3.13 0.35 10 2 MH N/A N/A N/A NIA N/A N/Al N/A N/A N/A 0.00 N/A N/A N/A 7.00 N/A N/A 10 3 M H N/A N/A N/A N/A N/A N/A N/A N/A 0.00 N /A, N/A N/A 7.00 N/A N/A 10 4 MH N/A N/A N/A N/A N/A N/A N/A N/A 0.00 N/A N/A N/A 7.00 N/A N/A 10 6 MH N/A N/A N/A N/A N/A N/A I N/A N/A 0.00 N/A N/A, N/A 7.00 N/A N/A 101 91 MH1 N/A N/A� N/Al N/A N/A N/Al N/A 8 7 N /A, N/Al N/A 7.001 N/A N/A STORM NETWORK INLETS CALCS 2YR STORM EVENT SN Element Description From (Inlet) To (Outlet) Length Inlet Outlet Average Pipe Pipe Manning's Peak Max Travel Design MaxFlow/ Max Max Reported Intensity I D Node Node Invert Invert Slope Shape Diameter Roughness Flow Flow Time Flow Design Flow FlowDepth/ Flow Condition --- ------- . ......... El evation Elevation or Height Velocity (cfs), (inches/hr) (days hh:mm:ss) Capacity Ratio Total Depth Depth 0.78 0.42 0.33 0.79 5.040 0 00:05:00 - 2 Sub -03 Sub -o' . ...... 0.84 . ..... 0.35 1.50 5.040 - Rati 3 Su b - Sub -04 0.10 66 0.84 (ft) (ft) (ft) N (inches) 4 4 (cf s) (ft/sec) (min) (ds) O�42 0.33 (ft) 1, ExStrml Ex RCP ExSDMH 10 56.73 410.73 410.44 0.5000 CIRCULAR 15�000_ 0.0120 2.85 5-61 0.17 4.95 0�58 0.54 0.68 Calculatc d 2 Pipe(10-9) HDPE 10 9 33.93 410.07 403.51 19.3300 CIRCULAR 15.000 0.0120 3.96 17.27, 0.03 30.77 0.13 0.24 0.30, Calculated 3 Pipe(II-10) HDPE 11 10 79.88 415.39 410.27 6.4100 CIRCULAR 18.000 0.0120 0.65 8.77 0.15 28.81 0.02 0.11 0.16 Calculated 4 Pipe(2-1) HDPE 2 Outfall 197�65 368.83 338-20 15.5000 CIRCULAR 18-000 0.0120 16.68 23.54 0.14 44.80 0.37 0.42 O�63 Calculated 5 Pipe(3-2) HDPE 3 2 43.02 37730 372.36, 12,4200 CIRCULAR 18.000 O�0120 16.70 21.66 0,03 40� 10 OA2 0.45 0.67 Calculated 6 Pipe(4-3) HDPE 4 3 168.41 391.50 377.80 2.2000 CIRCULAR 18.00D 0.0120 16.70 11.09 0.25, 16.87 0.99 0.81 1.21 Calculated 7 Pipe(5-4) HDPE 5 4 35,73, 382.48 381.60 2,4700 CIRCULAR 18.000 0.0120 16,78 11-52 0.051 17.88 0.94 0.77 1.15 Calculated '1 5 C 8 Pipe(SA-5) HDPE 5A 5 74,39 383.01 38164 0.5000 CIRCULAR 18-000 0.0120 3.72 4-49 4' 0.29 8.02 0-46 0-48 72 C 0-72 Calculated 9 Pipe(513-5A) HIDPE 513 5A 55.75 383.47 383.19 0.5000 CIRCULAR 1&000 0.0120 0.66 3.73 3) 0.2S 8.05 0.08 0.19 0. 29 C 0.29 Calculated 10 Pipe(6-5) HDPE 6 5 83.58 392.04 386.84 6.2300 Cl RCULAR 18-000 0.0120 11.81 d73 1.5.3.5 3 5 0.09 28.40, 0.42 0.45 0 7 C 0.67 Calculated 11 Pipe(6-7) HDPI 7 6 41.43 393.89r 39 .3.00 2.1500 CIRCULAR 18.000 0.0120 8.11, 39 9.39 0.07 16.70 0.49 0.49 0.74, Calculated 12 Pipe(6A-6) HDPE 6A 6 46�23 392.4-8 39125 O�5000 CIRCULAR 18,000 0.0120 3.71 4.48 0,17 8.05 0,46 0.48 0.711 Calculated 13 Pipe(15B-6A) HDPE 6B 6A 6177 393.00 392.68 0.5000 CIRCULAR 1&000 0.0120 2.76 4.16 0.26 8.05 0.34 0.40 0.601 Calculated 14 Pipe(6C-6B) HDPE 6C 6B 89.86, 394.77 39121 1.7400 CIRCULAR 18.0001 0.0120 1.42 6.58 0.23 15.00 0.09 021 0.31 Calculated 15 Pipe -(8-7) HDPF 8 7 101.35 399.70 396.39 3.2700 CIRCULAR 18.000 0.0120 7.34 10.69 0.16 20.571 0.36 0.41 0.62 -Calculated 16 Pipe(9-8) HDPE 9 8 J.31 .91 159.91 403.31 399.90 2.1300 CIRCULAR 18.000 0.0120, 4.66, & 17 0.33 16.621 0-28 0.36 0,54 Calculated STORM NETWORK PIPES CALCS - tOYR Q,"TORM EVENT 9+7510+00 12+00 13+00 14+UU I b+UU STORM SEWER PROFILE (11 H o r � z . Scale: t 5 0 Vert— S C a I e 1 10 - I b+UU 440 435 430 4251 420' 4151 4101 405 400 395 3901 38511 380 375 370 i 365 360 355 350 345 340 3.30 1 20+00 SN Element Area Drainage Weighted Accumulated ----- ------- Peak Rainfall . . . . ...... ID Node ID Runoff Precipitation Runoff Runoff Intensity of z Coeff icient ............... ­­� ... ... ... . . ...... ... --- ------- . ......... (acres). (inches) (inches) (cfs), (inches/hr) (days hh:mm:ss) 1 Sub -02 ........ .... - Y:_ 6A, 0.78 0.42 0.33 0.79 5.040 0 00:05:00 - 2 Sub -03 Sub -o' . ...... 0.84 . ..... 0.35 1.50 5.040 - 0 00:05:00 3 Su b - Sub -04 0.10 66 0.84 _Ya; 0.35 ... .... .... 7 4 4 S, b-05 Sub -05 0.16 64 0.78 O�42 0.33 0.64 5,040 0 OOiO5:00 5 5 Sub -06 S, b_()6 0.36 64 0.81 0.42 CD C�o '040 5.040 0 00:05:00 6 Q. 0.07 64, . ...... .......... .. .. ... 0.28 -04 ' 5.040 . ...... .. 71 Sub -08 0.25 64 0.48 ... .... ... 0.20 0.61 5.040 5.040 0 00:05:00 8 Sub -N 0.26 64 0.84 0.42 0.35 1.11 5.040 5.040 0 00:05:00 9 Sub -11 0-15 . .......... 0.42 0.38 0.66 5�040 5.()40 0 00:05:00 10 Sub -13 'u .... ........... .. 0.84 0.42 0.35 0.52 5,040 0 00:05:00 It -to - ----- -- 5A .... ...... .... 0-42 0.38 0.95 5.040 0 00:05:00 412 12 Eub S, 1_ b - 5 Sub -15 0.16 64 0.90 0,42 0.3 8� 0.7 5 5�040 0 OOiO5iOO 1 3 13 Sub -16 S, b - 16 0.16 64 0.75 0.42 0.321 0. 60 5.040 0 00:05:00 14 14 Su b- 1 7 SUb-171 0.14 6C 0.80 0.42 034 0.58 5.040 0 00:05:00 ='A, Sub -181 0.16, 6- 0.68 0.42 0.29 0,551 .5.0401 0 00:05:00 161 Sub -191 El - ExSDMH CD 0.4200 0,18 2.251 5.0401 0 00:05�00 0 00�05:00 . . .. ....... .. . ...... .......... .. ... ..... . ...... . . . . . . . . . ....... . .... ....... ........... - ­ ------- - ...... . ... .. .............. . ...... ..... . . ...... J- ............ ...... ------------ . ..... .. ---------- T-' ---------- '2' . . .... .. ----- ----- -- . ........... ----- ------------ ------- ...... ...... + .... . ... ..... . ..... ... .. ..... . ..... ... .... . ........ ...... ........ EXISTING1 RADE-'­- .. ..... . .. . ...... .... . ....... . ... ......... .. �PRGPOSED GR kDE - - - - - - ........ ... . . ...... . .... ...... .. ... . ....... . .... ........ . ....... ..... .. ------- ....... ... . .. .. .... ­­ --57 .................... .. . .. . .... ..... . ........ . .......... ......... . .... .. . .. ........ ......... ­ . .... .. . ............ . .. ..... .... . ...... .. L -- _­ -. , L - � ­­ ­ � �, " ­ " ­ - - , , , , , , . ­- , ; , L, , ­ ­ " . .. . .. .... . .. .. ........ ...... . ­ .... .... ... ........ ..... ... .... ... ..... .. .. ....... . .. . ... ... ... JLS­­ 1,8' 15�'--HOPt .. 0-19.33% ... . ....... ..... . ...... . ..... ... ....... - ...... .. ........ . ... ... . .......... . .... .... .... . ... . .. .... .. ... ­­­­ ......... ..... . ..... ... .... . ... .. ..... . ...... PROPMED� GRADE ..... .... . .. V) -------- -T ... ..... .. . X-- . ........ .... . J­1-8�1 -HDRE 1 4M r 76-L ..... ...... . .. -- ----- --- + -- --------- - _[E)0STING.GRADE_­L ........ . . i ­ I - 4-_ .- - ­ - ­ . L' L � 1 -1 .- - ­ � L ' ' I -r- � a) � ­ , L- �­_. ". L. . ­­ I r LL' "' � -,r - 'L 'Lr r cr, < > (n Ln . .. .... viDRE [j_ C) 35 7351- 18-- HD '475ra PEL 0- '2� ­ Uj _j L 0 Z jL .. ..... ... - - - 0_0- ­ Of ft (n I HGL . . . ..... :!9 F� > > . . . . . . . . . . . -7 C4 0 N - -------- + cn 0) J 1 . . . .. . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - . - ------ - . . . . . . . . . . . . . . . . . - - - L LL_ - - - - - - - . ........... 'Z _Z �Z, _­ [If 00 Cq­ C 7,0 ­ . .. . ........... LL. 09 r 0 �;;� 7 S , 11 , . .. .......... .. I L , r L - - ----- 0 . . . . . . . . . . . . Z :2 Z j + - - - - - - - - - - - 3 '_C) . . . . . . . . . . < > - - - - - - ..... .. ... .... . .. ..... . . ­ - - - - - . . . . . . . . J- --- - -- - - . . . . . . 0 LO N 11- N LO M LO CO LO 0) cn (i It U� Itt 11� (0 ll�� CNI cc 09 IR 1�� 1�_ LID u') C) I- CD cc 11- OD 14, LO M o) V 0� Ill: Ci q C6 6 C6 cli C� 4 6 L6 C6 0 L6 vi d M t- N CID LO I- N 00 qT M Cq M q* CD CID (M 0) 03 0) 0) 03 0 0 CD 0 C3 CD C) `t CD -r-- CD V- CD T_ V_ Cn Cn co M Cn Cn M co M Nt Nt I 9+7510+00 12+00 13+00 14+UU I b+UU STORM SEWER PROFILE (11 H o r � z . Scale: t 5 0 Vert— S C a I e 1 10 - I b+UU 440 435 430 4251 420' 4151 4101 405 400 395 3901 38511 380 375 370 i 365 360 355 350 345 340 3.30 1 20+00 SN Element Area Drainage Weighted Accumulated Total Peak Rainfall Time 17.0110 ID Node ID Runoff Precipitation Runoff Runoff Intensity of z Coeff icient Concentration (acres). (inches) (inches) (cfs), (inches/hr) (days hh:mm:ss) 1 Sub -02 0.20 6A, 0.78 0.42 0.33 0.79 5.040 0 00:05:00 - 2 Sub -03 Sub -o' 0.35 5A 0.84 0.42 0.35 1.50 5.040 - 0 00:05:00 3 Su b - Sub -04 0.10 66 0.84 - 0.42 0.35 0.42 5.040 0 00�05;00 4 4 S, b-05 Sub -05 0.16 64 0.78 O�42 0.33 0.64 5,040 0 OOiO5:00 5 5 Sub -06 S, b_()6 0.36 64 0.81 0.42 0.34 1.48 '040 5.040 0 00:05:00 6 Sub -07 0.07 64, 0.84 OA2 0.35 0.28 -04 ' 5.040 0 00�O5�00 71 Sub -08 0.25 64 0.48 0.42 0.20 0.61 5.040 5.040 0 00:05:00 8 Sub -N 0.26 64 0.84 0.42 0.35 1.11 5.040 5.040 0 00:05:00 9 Sub -11 0-15 6B 090 0.42 0.38 0.66 5�040 5.()40 0 00:05:00 10 Sub -13 'u 0.12 5B 0.84 0.42 0.35 0.52 5,040 0 00:05:00 It 14 Sub -14 S 0.21 5A 0.90 0-42 0.38 0.95 5.040 0 00:05:00 412 12 Eub S, 1_ b - 5 Sub -15 0.16 64 0.90 0,42 0.3 8� 0.7 5 5�040 0 OOiO5iOO 1 3 13 Sub -16 S, b - 16 0.16 64 0.75 0.42 0.321 0. 60 5.040 0 00:05:00 14 14 Su b- 1 7 SUb-171 0.14 6C 0.80 0.42 034 0.58 5.040 0 00:05:00 15 Sub -181 0.16, 6- 0.68 0.42 0.29 0,551 .5.0401 0 00:05:00 161 Sub -191 1.061 ExSDMH ExSDMH, 0.4200 0,18 2.251 5.0401 0 00:05�00 STORM NETWORK INLETS DRAINAGE AREAS CALCS 2YR STORM EVENT SNFEIementf Are. Drainagel Weighted Accumulated Total Peak Rainfall Time 17.0110 Node ID Runoff Precipitation Runoff Runoff Intensity of z Coefficient Concentration (acres) (inches) (inches), (cfs) (inches/hr) (days hh:mm:ss) I Sub -02 0.20 6A 0�78DD 0.54 0.421 1.00 6A60 0 00:05:00 2 Sub -03 035 5A 0.8400 0.54 0.45 1.93 6.460 0 00-05:00 3 Sub -04 0.10 611 0.8400 0.54 0.45 0.54 6.460 a 00105�00 4 Sub -05 0.16 64 0.7800 0.54 0.42 0.81 6.460 0 00:05:00 5 Sub -06 0.36 64 0.8100 0.54 0.44 1.90 6.460 0 00:05�00 6, Sub -07 0.07 64 0.8400 0.54 0.45, 0.36 6.460 0 00:05:00 7 Sub -08 0.25� 64 0.4800 0.54 0.26 0,78 6.460 0 00:05:00 8 Sub -09 O�26 64 0.8400 0.54 0.45 1.42 6.460 0 00�05:00 9 Sub -11 0� 15 613 0.9000 0.54 0,48 4' 0.84 6.460 0 00:05:00 10 Sub -13 O� 12 513 0.8400 0.54 0, 4-5 0.45 0.67 6.460 0 00�05:00 11, Sub -14 0.21 5A 0.9000 0.54 0.48 1,22 6.460 0 00:05�00 2 12 Sub -15 0.16 64 0.9000 0.54 0.48 0.961 6.460 0 00:05:00 13 1- 3 Sub -16 0� 16 64 0.7500 0.54 0.40 0.77 6.460 0 00:05�00 3-4 14 Sub -17 0.14 6C 0,8000 0.54 0.43 0.74 6.460 0 00:05:00 15 15 Sub -18 0.16 6C 0,6800 0.54 0.37 0.70 6.460 _F 0 00:05:00 16 Sub -19 1.06 ExSDMH, 0.4200 0.54 2.89 6.460 0 00�05:00 435 C) 43 425 0 42 4-15 410 4105 410D 3195 390 385 STORM NETWORK INLETS DRAINAG'E AREAS CALCS 10YR STORM EVENT - ---- -- 11-26-2018 SD 1 ':59 JOB: 18-0505 FILE: 17.0110 - ------ 0_- z ... . ...... -PROPO I SED de -­­-­"_�� _ EXISJJNG GRADE 7 HGL .. ..... 56.727� -IF 11DPE- W 0.50%-­ .... ... ... - ----- C) -- ----- of of, - ..... .... . Ln F� C) N -.t CjL Cy 1 0 C) > > > (0 0 co Lo 0 435 430 425 420 415 410 405 1 400 5 39 390 385 1 IT IrA tell 1 0 STORM SEWER PROFILE (EXSDMH Seal Horiz. 1 5 0 Vert. Scale: 1"=10" 4 40 Loll 07$_N:LTH Op P ly, 26fi0l 8 Jimmy L. Taggart Ldc- No. 22841 4V 'DATE: 11-26-2018 SCALE. 1 ':59 JOB: 18-0505 FILE: 17.0110 z 07$_N:LTH Op P ly, 26fi0l 8 Jimmy L. Taggart Ldc- No. 22841 4V 'DATE: 11-26-2018 SCALE. 1 ':59 JOB: 18-0505 FILE: 17.0110 - pr/ NO - 435 430 425 42 0 415 410 405 400 395 390 385 3 8 0 375 370 3 6 5 3C )o 3 5 5 350 - - :y_�'-_E� � ' 1-11 I..'',".", . .. ... � __­ - ' -'-, - - -- I E __ _ _ I . ... .. " -) .11 I—- -11-1 -11 - � '' I ­ ­ --- --- -J____---_ I 11, ­_­ ", - ­­ I— 1-1 11 L � - - t ­­ ._!­''­'­­ __ ­­_­­­­.. - - - -- _ :�_"� _-�'­ __'_ ... ... 1-1 _­ __-ll--__-- I 11-1-1111. ::�i__­��:j_'�.j_'___' I., .::____7_1'�;�L'� - _:� ­­� � _ _:'�'���' -_'�'� -, ___ -1111, - ­ -"'_-.---_'�-: -_-��: _."__'_'_. I ---- 11 I ­ I—— 11 I 1-1 ­­ _- � --� I ­, I 11.11-1- __." � -_:�_-�:___'­­- � ­­ i- ­ � � - __ � ­ ­ � ­ 1. I I ­­­ ­_.- 1111- 1; ­____'�: _ - � ___ '' __' " ___­­�_ - , __ I I _­­ - - ___7.7'..:'.''' � ''I'll ­­ ­ I _ ... ____ - "�-_-_-_:.-����::,.,.,.,,-,-.-�" __ 11 ­­ 1. I ___ _ ­ ­ - _-, � _ ___ ... .... _!_____ _ -- ------ � ­ i, -- .-- __' , I - 7-- - - - I � : '._' _:�'_ - - I—, -I,--,-- ­� _�'�_' - .: ­ � o � � _ ­ '\ ___ . � 1) I- 1. E ' ­­­ I �­­�'D: _11- I— _­ I j 11­­­�___'___l___ ­ 11 - ­­­ - v -1 ­ I � I—— � __..­­­­___­­.'__' ­ ­­­ I ' ' - - ____ " ­___ - -, "' -..: '' .'____ _" ­_ _-1.1 - ." ____ ��-�,:-",::�'�"-,::�",���,��,-�� -1_1-111- � , _'.7�'__:_"_ '� _ -,----r -'x'&)_'_- :_J :`_ � L t , ' ----_"_i.1'l1­­____ '�;/­'�_­'­ I ­ ­�' -, ' ­_ _�" _---,-,- ­­­_­:' _"'_____­ �. ' ­"­_­_" I . ,.��:--��-,.--,,:�'.11,�,"-,-",-,��-,--.--, 11 _:�:___.- ­' ; - � ,­ I "I __� � ....---., . ­ � __�'l­_­­_._'_'_''__ ­­­ � ­- __1 1. , ...... � -1 � - , ___ �_­ _'___'-__._____"'____ , , I '_'� - -7:-- -j -,13j, �(_213)----­-::::-��--_ , - ­:�­­ 1( , X.. , , - ­ I— ­ ­­­­­ 11 11 ­ �" -\-----/ - ­ __ - - - ­ 1. I 1- - - - j- ' 7'_ I � I— ­ I __________ � ­­­­ -_-_-_.___.l ,"'',-",-.","..�---!,-��,.,-,�..-,--:�� ­ ' --'I,-.,-- 1 - _-_-_11_- ".."... -11-1 1-1 - ___ _'_� � -:1 - -� �`K - -_1 1-1 - I—— --- - --- �,,�-�l---,�..�'ll,�,�11-11--�,�,,�'ll'. - __ __�:'_._'��::__'.�--!'­ -0_1 ­ - 211: - 1 -- _­­ ­." 11 _. -1 I I—— I I _______�'_�_' - ­­­., _­­ I—— , 4 � � ­. ­_ I _­ _'.." ­ ­__'_" ­ - � � - 1--_ � - i ' - - , _�' I �:' -. `_ ll ­i . )_ __­__'___­­ 11 ...... 1 Ct _____'___'__ li - - ,- ) 1-1_1 .­_l___­­l­­ - ­_­ '' _­­­ - ­­­ � � --- ­;­­ - ­. , ­ ­ " � ...... � ::", . - �'__�-��: �'�. .'�� � �, - I 17 '_ ____ 7 _ " ::_: _-_ .: - ­ I � � - - ­ - ]_'_'':""� - -- - �_�'� � �:: - �_ � -� - ; -_:' - - - �11 I 1. I -L -1 __ �_ - i ­_­­__­­' 1-1_ I I_- I ­ ­ - - ­_ 11-1 --- - 1-1-11.11�--�,�-1-1-�,-�--.--.,",-��,.-.�,�,.---�"- � - - ---,- I $ __:__-_:_�_�_' .--.: � , _-_-_ I � _�[ Tl- ­­. _._ - __ -, �. � ­ - ... � __ '� ... ­­ -- ------- ­___­_­'­. ' ___ ___ - __ '�Z:__7_:'�' �,-��,�--�.���,�1-1.11-1-.�.��..�I - '�':��*:��:_:�:":_'��_ I 11111-1111 . , Ln - - -- -- -� p - _­:::� _-) _�__�'.'_" �':[ - _ - ___ ­.__� �, . j'__'� ­�:___'_ - - __ _ - - _':_:__: __" - - ' 1-1- ' -l. 11 � �;. I—- - _�­ .. - I --­ I - ­ __ - _1---- ­ ­ ­ -­ � . ... ... ­ ­­­ ­ ­__ - ­ -1 ­­­.- ... ___ '­ - �':'_.'�__ -7, - __-, 117), -, - - (D ___ i - __ - =' -I ; -'!�R , I �.: � _:::� � j ______ - _-__-' T -_ - ---. -­ --- ----- ­­ ___ - ­­-­ ­_­ -_ � _ . ....... _�__ " _'__'___L7, ­-"--'-."­ ­­---� ­­'­­­'-­ I- ­ - __ __ ___ 1 - - - - - - - ___ � �7, -.4- _­ -1 -1 ­­ -l"''. I "_:_:_�'�cq - f. " - " - :::::,, "": I—— ­ � LO - �, � 0�q 1-1-111 =' , � "ll 1. , � . . . . . . _ ---1 _4 -11 ­­­_ - ..... -1 I I'll, "Ill., I'll, 111-1.1-1111- ____''. " , , -1 ­­­­ "L 11"...''- ''' ­ ­ _ ... __ " �' ... ­­' ­­­ ­ I _' , _:� ' r - . '� 0') '* -1-1-11, -1. __ ------- ­ ......... I ' ­ L":"w:_�:7 I-) - I - - � '_ - _� - _'_�. _'� "'7 ______ " _1 � ___­.­ 1.4 7 �_ -:" _:_': - - ___'_' _'_ -I-- __�' I _'_� I I -_-_1-_l"_ ­ __ I.'"' I ­­­­ ,� l_'. .1.1 _11-1 I—— � -1 ... ''I -l­.1­l­­'­- 1_--l---__-_ " ­ I I ­ ­ - s ­ - � _.�_:= ­­­­ 1. ---'__'---.l __:__ .... - ._-�_,'_"_.-7F � _­_.­_.­'­______ ­­ I -1 ._­ ­ �_ '_ '_ I ­­_ - 11 - " -1-11111 - ,��"� ... .... - � - 1. = I _'-1 �';�" I ----,-- -":-,:": - -, 11 -1_11-1.1 I - I ­­ - "I - -1 ___'.".__'� , , I I— ".-11 11 11 -11, I— ­ � I ­'' 11.1 -111 �­_­ :�q­ Z) ­­,­­­ ­­­ '- _11 1-1 ­.. ­­ 11-1 11-1- _:�.* L'-' - r -r - , r ­ � =-1-1-1 ­­­ - . I --1 - � l___'- ___.'_M_ -1-1.1-11 I . ­ -.r--' - ­ � - ;�� = - -'­ ­­­ -A � � __ __ ; ­­­­ ­ ­ _­ - - - - -. = -_ - _ ­ - ­­ �� ­ .1 _-M = �_­ . -11 "I ­ � I _­ I_ ­­ I— 7 I -, ­ - - _�" �:_:�� ��' ' " �L __ - ' _" , - - �4­ ­­ ... ­_­ , -11-1. --_1 I - - ��-­��_l , 1-1 ­­ "I �-­­ :'��­��:­­­ ­­ �� "-_-",- '"-��"'�' ­ "' i " ' ___ _­ ­­ ­­- (zf'_;�t.______ CD L ,- - -' � ' - � r � 9 ' . � 9 - _" _" . L 9 r - � ­ L ' ' - 9 ' ­ - ' ' . 9 1 - I - 1 9. 1 r ­­l.jl­­­­" i I'll- �'­­"-_��-' - ..:, "-,.-- :.. -, - - - ­- � ': I -L 1 �W��77.9 ­ I ­ ��' .. ..... l'.--'-.---' i I=-"- _;� _1_1 _:­­' _--"" ___ _'_'_ , , 1, _ - - ____ -r ­ � - ­­­­ 4 __ __ - _ . �_ I I ­ 4 --- _'._'_�7' �i7�._' _"� � ,. �,.,-,:,�-��-",---,-��,.�:,�,-",��: ------ F) - -_ -9 9 r L 'L - ­ ' 9 + - - - ­ � 9 , . - - , , __ __ , r - , . ' r . L " � . ... 9 r r - - ­ r - " - '9' ' '-- 9- "a ­L"' ­ .- ­ ­ - ­­ " � ­­­ _�"_.___ ' " � ­ ... � L - ­ 11 - I ,,_-: ,:�: � � _,-, � �'�:_�. 77 � . - - '_ "'-l-'- 7­'L­C�t ' I, r� � "_ � - ­ ­­ ­ 11 __-__'E- ' ' --l----- _11- 1­1­1­11111­111_­�:: ; ­;­ .. ......... I - , .... ­� ­'­­ - - " ­" _�_' _­__ i:_' - ____ L:' 7- __�'� '!!#� -m- -_ - - '� ­ _' - " - - - . -­ - -I, . ) - ' - ­ - ­­­­ 1-11.11 " "' ­­ - " ' " " -- "' -: :� ` - --- ` , : --- --- ­ � � _­ ' i' ­ ,:,.:: - i I - ­ � - ­ - � � ­­ - - __ - , - _'_' _': . - - " ' -, ' - � -, _ ­ -­ I , -, 11 11 . � I _-r--'._---. :'_ ­ - � j'i :."_ �_' �' �' - I � 1. 11-11 1-3 � ------­--­_ ­.' , ­ � ­ , - ----1. _­' " ­­ "". ­­- - ­'. ­­ ... �' ­ I 1. I ­_ � ­­ ­ - 1- --- : '' � " ­ I . ­ � ­ I—— I I 1-1 I ll­'___.l­__­ � _' _ _ _ � '�:-' Ir .. _ __ � � ­ -1 _---l--.."- ' _ __ _ - I—— -11 1-1 - . . . - ___ - -�'�'.'�'�­­­,­­ ­ ... ­�.!­­­�­ -_- - ­­­�­­­ � ­ - I ­'­­ ­" I _11 V ­­­ -.l. ..-. ­ - 11 __ ­. ­ 1. ..... " " " '' I _111 I .­­ � 1-d- . - _ I - '� .- -"'-L - - ­_ - - - - ___ I I . I . .1 - . � JM� ... 1-11-1- I—— I .-C, -1 I- I I 9 � '­­­ -1 .I'--- __'____.-­­­' __ _'. . � ­­­ __ - _ __ - � . . . �_: " - - �'�:: - - . - � , � . . . � _ __ - , . � _". ", . _ -',- _ 1"t - � . ,. - , _ � _ - _: � : � � i_ I- , I � , . , i - - "' � 'LL 6 ' ' " ' ' " - � - ­ � ' I ­- ­ I 1� - ­ ' "- - I I I I 11 - I I . - -- ' ­ ­­ �'� i - I ­ - � ­ � I , I I I I -­l"­­"'­­_�__ "' - _­ ---- ___ -, '. - - ' �i"' 1 - _ - ---- __ _-_-_, _-li'. : ' '_ __ . . .... _­ "... __ _ - - - �--___ _" !=, '' ; j- 9 --- ' - " I .. V I I—— . _­ -_ -_ - F I ­ ­ _ 11 � I.. -1 - ___� . I __ , - __ - ___' I ­'­­'­­­ ..... '-'-L'- ---4-- I --1-1- �- ­ ­ - 4- -_ -_ -_ ---- -_ - I I .1.1-1 _ =­ - _��' ­- -f�- __'__"__.'__'___ p 1-1 - �'_ - __ _��L '­ - ----j--- ' ­'­­ - _­ --'--L' '­-'��' - -­­­ _­­ - � � 1111-1 -J �. -'. ­l"­­l­­l­­ fm , - -, - I - � . I 1. ­­­ I!- ie� -__ 1.1�-', -._'-'I I- �n- ­- -, . - - � - ' ' ­ - - -, - ­ - ­�'� ".- -_:�: ".­-_:- 9 - � _."__: _:'_� �� j - - - � , � ­ j � - - I � I � I I � I I- I � I- I � . . . - ­ I - I 1 � - 11 I - 9 ­ ­ 9 ' ' - ' - ' L - . 9 ­ I 1 9 "' -, - '__ � - - - ­ . , ­ , ­ - - ---'- ­ - ­ ' - � ' " 9 . . . . ­ ' � 9 9" - 9 " 'L ' ' ; 9" ' '­ ' ' � � -- - ­ ' - '- - � - , - ­ q , - L '­ --- t�T� �_'_ : 1_ :�: .9- � , , , �. � , � � � - I ­ . I I I . -1 - � 11 19 - 9 ­­ 1 9 "I - t � 1�_'. �j ", :," ' ' " - ­ - __ � -1 - � - ­ I ­ _'_' - _9' �.' - '_ t/) ---- - -- 11 - - �' I 1-1 - _. - �u' . .: - �:____' .��9'_ - __ '_'. I - - I- ,:"9 :L_" , I _ !, I __ PROPOSED 'GRADE- - - --- ­ -_ I I - - I � . __ . � I . � �L­ - . I _ __ ­ ­ -"'­_'__� - ­ I :J Co f"'"- '___ _M-�: f.f)l , - I ­ "-r'L' '-"- - , - I I I - ­ ' 9 ' " - "-' ' - - - - - - - - I . . . - ' ' '- " - 1 9 , I , , ­ ' ­ I L- ' " � - 9 1 - ' � I ' �9 ­ ---9 � I - ' L' -73' '" :-j."-'a�17'.."". L � I I :� ,. - I , t---. V� ) '.:: - -� . , .� '� : :' - - -- - ­ I - 9W. � : .-� - : I � � � " * � ,9 * �' � _7 L - - - - I'll I 11 � I �. - ­ - ' -- - ' - - - - ­ -1- ­ ­­ ­ 19. - . �. 1 9 - --. - 11 .-� 9 :1 . _1 " � ' -li -.- -- 9 - :_" - -.11- ­_­­ -.9 9 9. -9-1 ­ I a - :, _ � � - 1_" �­ � �'­ _ _ ­ 91, � � 1-1 .119 ­_- 9�� _ a' : �, --l" - �. _ , ,. _9'. , _ �­:_� _­­ ­ 191- � � - _ _ _ -9- - - _:� � ­ ­­­­ ---- --- _ __ -, - - ' - � ' - ' L -1 -- " ­ � -1 - - - � - , - - - - - I ­" - -­ � , ­­ , ­ ... -r � - � - _ - _­ '- 9- - : � ­.­ ��­�:�� ' L9 ... � - ­ - ­­ - � --- L- - - 9, 9. � ­ - ' 9- � _: 99-1 -9 -11 ... - , i I _7_7 " .: - ' ­ ­_­. 1_1_- � I—- -9 ­­ ' ' ' "I I, - - - - ,.-.,- , .- 9 '_ � � �� �: , � � - �� , ­­­" I'll I � ... L- ' ­ '- ­ ­ _� - _�'.�� ­ ... � ­ 11 � , , � _ ._ - ­ ­ ­ ­ ... lq­­­_� - -9'��____' .9'... 1, I-9-1- 1-1 ­ I- 91 ­ � - - _' l' - ' - - - - - � . .9 - � _' .9 ­­_ � I � . 1. 1-1 I ­ �� . - ­.. I - -_ - .- ­: -91'-' .1 I � I � � ­ - . � -9 - _� 9 If2L - 0-1--_ 'c> _" 99-1 1 1, _ ­ �- - - _­ 1 - _� � . 1 I—— ­ j - .- ­ ­ -1 ­ � 1. . -1 - ­ � ­ ... 9-- ­ ­­­ ­_ .--- - ­­­ ­­ 1-11 ' ' ­­ '­ _-___ - - ___ � �. 9 ­�­ _9- � . _. - ___ -I-.---- - ' ­ - -l___ ­ � ", (�' __ ____ , ­­ . � � - ­ , �;p ­­ � L ... 19 ­­ __­­ . I- .. , " ­ ­ "g, ­ ­_ -9 ' ­ _1 ­ � __ � _'_"��.' - � � _'_'�_' _ : , : ---- --- ­..l_'___'_�__' __ .- F ­_ " ,- ­ I __ - . � � _ � _9'r- -'-'- --- ­ ­ - _ ___ ­ ­ '-- - 'Lo --- _ ­ 9 . ­­­ ­ ­ I � - " � '_ ­­­ -'� - - � ____0 ! I - - - - _': ___'7 __ - - _' '�_' ' ' __ - - ' _ 9 ­ 19- -_ -_ - - - � I � - , ­ - � __ __ - - ­ t . , " . � � __� � _:_ - . " ___ �::M r -N , -9'--___ __ 'I" _'__ - __ _ -_ .a- L- L ' ' Q ____ � -­ -- ­/- I ­"' � ' --9---9-- . ­ � I ­ I - . � -- _ , ­ ­ 1 �9 . � � ­ ­ -� = 9 = -:77n. � 19, 1. - ­ ". __ I t ___7`- _-L' � -_ 11 I - �_-' _-__ � - _-F _ ___ _ I ­ -111 - - , 9 - 9"', , - - - ­­­ l- - - 1 - -1 -1 "I -_9 � - 9 ' ­­­ I 91 ­ I— 11 - __ _ _ 9 1 ' - ­­ � -' ­=�' '�� . ... " _ , � - - ,- � : . '_ � , � '�' - - __ "' ,.' � . _:�..' - .1-1 ­ ' 9_� . �_' : 9" ':: �:­ � � 9 _ I I - .9-11 � �. - - -9- ­_­ I I ­­ - L � I � -1 ' �9' L 9 � 9 -9 '� � -9 ' "' � . I - - ­ 9 ' I i - ­ - ­ . ­­ . I ­ 99, - ­- �- "- -- . 1. � 9 . 1 -9 _ 9 , I - - I- _1 � I- - " �9 '_____�l_�:� i __ __ "___ _ - ­_­ ­ I 1-9 __ _-­ ­ I � ­­ . :_ __.: ' � ­­­ �� ­ � � ___ ­.­­ I ­ -1 91 r � . -1 - - - - -1 - ,, ­ . ,- 9, .1 -9- - - - - - ­ � - . _.. .- -�­ . - __ . -, - - .­ ,q­­­'L­­9­­ ­ - . _11-9-1. 1.9 9. ' . � 19.- 1� 1 I---- �_ . �� -_11. ­'­ r­_­q­­l­ _ -11.1 ___9'' � I— _ , " -, ' � � � - ­ - -1 I' ' I � L � lll­l­__.._l__' ' " __ - - 4- __ __ " 1.9-1. 1.9 _ 4, � "_� _ I . _11-1-1 ­­ ­ 9"99 . ­'­­ - -1 ------ 11 I- � J- ---L"''9' - - ' ' - i.. � � _-9- '], ­­ ... 99 .. ... - ::--, - __ ­­ " l -.:I ­. -_ 991 ­- � '­ " _. ­ ­ -111 - '­ :9 9L ' � - � ; -1 - � 1- � .1 I I � I - ­­ � ­­ 1, ­­ -- '- -9-1 - �- . ­ - - � ­ --- - - : _ ':' - - _ � _: _' -11 __ :' .' , _� - - ' STING GRAJDE I:-- � ­ � _'� - ­ ­ ------ I __ - I, - _ ___ __ :� :',,":: - -- �---- -- -- ­ I �, j - ­ - "- '­ .__ -, - -'-'-9"----- '9 ­ - -' ' ' - - --9'- ­.­­ ­ - - - --­­ - ­ - ­­­ ­ 9 - _: - � � " - -11 _. � - 1. ­­­­ � L .1. -1-9 I )- -1 -19 --9 ­ ---'LL " _­��._qll � "' " �99 - ­­'_"'� �_ " -1_19-119 -"-, � r9q­ 1 - 9 � - - - __ -1 - - 1-111 � �­ = I 9_1 , r-91 - ' _­L"� - �' ' -1 ----� - -i . - .- ' �:'� I �'­: '-' ­'­ " """"'"' ­� L- , � , '­ r � " -9 ... ­ ­ ­ " � :�' - _: 19 - * '"' 11 ­­ .­­ � ... � - ---91 I- � : �' � 7_9 -9-11. � i ' '-, � 9 i - . � ­'­ " 9 1. � _ -, __ __ - __ 9 - : � � 7, ' � 9 '�_' �'� �� ", _� 9, � I � .1-1. ---9-1 '7:71_7� , , . , . - - _­_ � - _ _ , � " '_ _ _ ­ ­­ i �" 9 �­ _ � , _ _­ ' 9 �' ­ I ... � - ­­ L - ' - 9- ­_ 9 9 - -_ ­ - " r. � , 9 � I - � I - -"l ­­ ­ ' ­ - _ � - , � � , - - -1. 9- - � 'i - - ' " - � .11 � ­­ 1 1 � 91 ' ' - ' ,, ­ _­�, ,--- '_" '�' � ,, , ' ,,,- ­­ I ­ � , - ­ ­ � , I ­ , , -- ­ 9 , ­ ,- ­ ,' � 5 - - -- - ­ _­_ - ' -L � � � ' � - � '9 ­ : ­­ , - � .... ... _ � � � ­­­ ­ I � .... - ' ' ­­ - , -1 ­ ­­ -91- 91 -111-1- ­ ­ ' -'�_ , , ­ . ­ ­­ I -1 '--1 ­­­­­ 1 , ­­ ­­' 'r- - ­ I - ­ I - 1 , - 19. 9- _ - 9 ­ ­ I -9 . ...... . � --_ � � I - - _ - ­ . 9 ­ � ... � � � � __99 � - ­ 9,99,1,1' '9- � _-- _9______ ' - -­ ­ - -9 .�­.' 9�7� L9' ­ � '-­­ '_ � - - ------ ' '-9 '. -1991 ­ 9 - ""99.- 9 9- 9. .11,11, . ­ ___ _� ... 9 - - - -- - - - _ I I ' "I 1. � - I 1 9 1 � 1. I ll� I __ - . - I - . � I ­ ---- � ­ ­ � ­ I ­ - ­ ­ � �' ' ­ ' ' �- I- - ­­ ­­­ ' ' ­ ­" ' . I ___ . I I I - I I ­ - ­­ I I , L19' ] - -1 ­ 1.1/ _--j ­ _ .'' ­ ­ . , __" ­ - 1-7- - "' - ­- -'- _­­ ­ -1 - ­­ 1. . - / ­­­ ­ - '­­-­"-- '_ ' - -, ' i 9- � ' � .j= i- ' ' I .1 - i� I 1. 11 I . I -1 � -, ::__'9__:'_ --;l I � _-__ �: _'. - " 117-- ­_ L�_ - ' " ' - �� _____ __ _9 --- � ­ _­ I .1-11, _91-1- ­_ I -1. 1-1 1-1 ­­ --1-99. __ � ­ L, 9� _. �". 1- .1 -9- '. '_ 7i .__ � _ _ _ _ ' ' -, _ _ _ .... ­'­­�_ ­ ---9- 91-1.1. I � .--- __ ­.- ­ li . ­ -1-1 'r . I- - - _j _ , � - ­­ _19- ... - � .' : __:': -1 ­ �9� , . I I . .1 I _"' __ - .1 I . - __ - - 7, :' : �'__�.�� ­ -91 ­ 11 1. __ ­ - -, 9 , _ , I ___ I- - I � - ---- 9 - __ I- 9 ­ __ 9- � ­ I - � - "_ ' 11 - " ' ' I ­ 1-1 � �­ - ­ ­ ­ - ' � - -1 ­ I ­ I - ­ -1 - ' ­ L ' � ' ' ' - ­ - ­ 9 1 - I � .1-1 1 1 .. ...... - - - 91 I I - I I— - - 19 - ­ ­ ' ' ­ ' ' ' � ' -9 1 ­ ­­' 9 � - - ,. 9,9 ... � � " 1 ­ -1 - � ­ .- ­ , 9-91-9 - ­ - 11 19 9 1-1 � ... ­ I— 11 - ­ � ­ 1 91 - I � S I _PROPO i I- - ' - ' - - -99 -- --­ '-- ­ - _ - - - � _9 ... 9 � - - - _ - , --- ­ - - " - " __ - . ...... . __ ­ �- - ,, � - , - _ - - , , � 9 - - � � - - - - � I- - ­ -9 _­_ !_ .... 9- '_" '* ... . "I I -1 � __ - ,- 9 -1-11 - I � I 1. I � - , '"19-9 ,,-- - I , 9. 1 - - � . __ � - � � � 1-19 , , -­ L'9 � - , ­ ' 9 I- * ' 1111 ' L ... .. I -.1 -11-1. 9 _­ .19 .. ' 9' " ­� I 1. � � . - ­ �­ I I - _. - 'L, I ' - ' - " ' � -, '_i 9,--::- ' - I I- � I .7 - -9 7_1 �' �_' I -1 -.1-1 I'll - � � , __ ,.- , , " I- - " L ­­' _­ __ I ­­ . I I ,:,- - -, �_ � - - '��'_4_ ' _:!�� 79 : - _p - _� . . .' 9 : . '__. �"'_' - - �'__"l_�' �' :"� , � - �_ _" -7:. - '_ -9 , _'__ � ...... .. � __-1 9 _. 4- .... � � --� --- � I - � ,9- - - ' ­­ I I - -­ --­ - 9, 9 � , �� � - � , '- ­­ ::__ 9 1 1 1 - - ­ - ­ - ­ � .1 - I � - - .1 ­ . ­ -11 �. . '­ - � ­ .- , . - ­ � 9 ' ­­­­ - L ... I � _. . "I -11 - .9 I—- ­ - ... I ........ .- ­ � ,, ­ -0,0' '-- - ' - �1­ - . ­ I- ­­­ ' L ---- ­­- I - I—. - . 11 ­ ­ ­ 91, -' - -"' -­-­ ' - ­ �1-- - � . . ' � �- 9 ..... . _'�' : , � _ - -1 -L ... 9 � ' ' �­ ' - - ' ---- I- - ­ __9 - '_ "' .. . .... L '9':-_-_� "" � - '- - "-�-.9 -� - : : - -�l - -, --- - - ':-_ ' - - - - - .-- - -- ­ " - - - - '� :':�"_L _' �' :/- I -1-1- __ I . ­ � - . 91 1 1 � -19 - '- , �- , -- : �: �L: 1_� �: I � 11 9- ­ I � , 'r 9 ­ , ­ _ _ , __ - - __ " , � , ." 9 � _ - - _ 9 ,- - _ � 9 ' � ­ � ­ .' - " -L ­­ � " �- '-' � -- ' ' ' I . l- 1 9 � 11 - � 11 I I 1 9 ' � '- ­- I , 99 .1 _'� - ' ­ ­ ' � � " I ­ ­ I ­ .119 � -11-1-1- 1-11 � . - - - __ . r �, - - �w . - -- - - ' t9::�!'7,7' -, � �_ .. -- ..-_-__ -, �� .... _ . 9 �___99 r_- �� 9. , � _ - . _' � � 1. ,-,--,- .�"-��.-_ _9 " ,- .� .1 . - 9. -99 , - .91 1 ­ -, �, ;!__ _ _ - -11. ..' - L �- -.Z- __: - : 9 .Y - � - 9, _ � .- :�� _ y ­_- 10; - � 1-1.1 - __ - 9 , I- _­ ­ 9 ­ - - - �::.j - �. L _W' ­ I - ­ - - ., . __ ­ j/ - - - aq - a - - - _'__-q_ ­ _r -- ­-- .� - -11 ... � � ­ � I ­­ - I ­ �19- -- '_�� - �7_7 �: " �� "�: --- :' - I � ­ I - - - - - _ - .9 � 1. 9 - I ­ - 1 91 - � - � 11 .. -1-1- � . I - - 11 ' , -91 ­ � -­ � ­ 11 '. I - I 1- .- - ' - - ­ L ' - -" I . . 19- � I - I .. � I I I .. - 9 " � ­ . � ­­ -9 �: ' '� 1 9 � _�� .' � I 1 ­ ­ 9 ­_ t- - � - � 9 9 . � I I � " : ' � - __�' � . - -9- � " _' � - '­ - '�' _� ,� � � - , ,�9 � . - - - �� - - i 7 ': ' , � 7_� � -, '�l L�: - _: _-, � ' �' -, _'9 - . � � I I- -19 � . - I— ­ -1 I 1 - 9 - _: ' '� � ' �9� _ ' -, - - - - 11 - � 1 9 __ : _ 9 9 - I - � � __ ; 1 , �. - _9 , - J, -l. ­ ,-. : ' ;' - 9 - � ­­' ' ' '- � 119 19 - � - � �- � __ I- , , , �'r 9, , .- ' :' - � __:: � � '_ _ ' L I - I - � ' ' 'L ' � -' � '"�_ ' "" � ­ ' - '- IL' I � ­'­ � 9 , - � 9 '- I ­ 91- 9- 1 - - � ­ 9 t ,��r �-_ - .- � I I ­ __ __ ­ ­ 9 ­ , I 11 � ­ I I—— - 19 - ­­ 1.1.9- - 7 - w '� c i ' - � - EXISTING GRADi - ­­ ... - " , -: �: ��-'� I �: ­ - ­­ -- � ­ u i -:�-'-_' __ _ ­­ ... 9 ­ " ­ �_ � ' ""' ' '- L ' ' ' ' ' 9 ' � - 9 � � ...... . .' ; � _" � 999- . . ­­ '9_ j � _ -9-9 _ _ , -, , � �9 - ­ __ - 11 ­ L I -11, ­ - . I 1- - ­ I—— 1 1 -9 9- � 9 -1 9 ­ ­ ­ --- ­ , - - i � � , " - 9 ... L "L ...... �" ' ' - - ­ , ­ � ,- ­ - - � I � - . - , - ­ - r '- ­ ­ ' (0-'-_- 11 - I I ; - I ;'�e- :�' , "O - ' . . .... - " - ,, - _ - � � -� -...;l - - , - - , L --' I ' 1-1, ,. , I � I - - - - ­ - . -- '- L ....... ... L :�� �r ­"'� -_ - -, - 9 ... � -, � .... - 9 , ., - � � - � � ­ .. � - � � � - ­ I ­ I I— 7 � - tO�� :1 ­1:11:� �:l ' -� I __ - ­ '-:L� _ '.. - �-�---' I , :-_ � .... ... 9'�- ' I' --- ----- _ _ ' - 'i __ - :i - 1'�: _ � '-_ �' �_. �: �� i �'_' -:_ :� 11 - � - 9 � ---- -- I . -1 l- I I - ­ .9 AC - - - -,------ - � � ­ 1 -49. 197. . 97%77 - ,- - I ­ � ­ ­ -1 I ­­ " _'­ � L-1- "...­­" ­­ ' - - '- '- ­ - - � 9 - ­�'­_ _­ - �� --- � - �__ ­"­--"'­'­'­­ ­ � . 11 .- ­ I __ "_��_'�_ - --",-,, 7 . - . � - -, ' r__� ' --,-­ ' ' - - - 9 _ 1 � _7 , 7 , _"� - � 7 , f" S� - - � � - ,., -- � - - IMF L i __�___­ - ---- ­­ ' ' � -- - "�-­�­_�; ��_ � . . .- __ t i :-:,. t=__ - - - - __ I - 7 . 117_�_n' "- - .... � � � ' L . - -, ­ - .. - -.9 . . - I'. , � ­ _- _ - '�; �; - - . _ _ I � I - -, . _' I L � ' -_ 9-.: ­_ I 1, r ------- , . I—. - 1199 ­ __ _____'_ -1 _' � ' ' ­ ...... I ' � I - I I -.1 I I - �� --- -- ­ I ­� - ­ � �� - ­ '� - . 19 1 --- -11 � 9 - � ­ � 11 1-1 I I - ­ ­ � - - �;� - - . .I - - ...... � - __ � , 9 9 -, ., -_­� - � _:-, � _ ­ ­_ - _' '__.__-"-4, . . , _ - ::': - - , - , - . - , ': __ ��: � _­__ -_ ­ " , -, - _ - � -99, . 1 9 ,- - -_ �: _-� _' �:-', 1 .1.19 . __ - 19 -1 � ­ : : __ . , . , . . . _ j , � � - L�­I­ 1 "' : b- �__� _:�_,� .- ,, � � � ­ � �, 9- . ,,, ­­ � - - - - - ' ' 9 ­ ­ ' ' � ­ - - 1 �­ - ;A - � � � � - - - Z.79 '__" - ,� 9"� 9 '_ , z ' _ ­_ - - -11. -11 . 1 . _­ I- - __ ­_ - ­ r � ___­ ­ 9- - - - ­ . I I -1 I � . - ­ __ - - .-- - ' - I— _­ , � _­ � _­ � ­_ -1 � - - � r __ . I - - - � - L9 99' ' ­�� � � I ' - ­­ � � 91 - �9- -1 - 9.- � 1 9 9 - __ .1. 9 .1 ­­'­ �9' 99 � - I - 9 - -1 19, 1. ­ 11 I - 9 - .- -9 1, ' � �. �_ 9 ­ -1 � I - ' ' � ­ . . . . . . � -1 - - - - - � - 9 � , __ - _� ' ' '�'. , - � L 9,- , - ' ' - 7, _ _00 �� i �! W - - - � ­ I ­ .- 9 9 ­ N ___, ___ __ � - � __ � ._ - _9 - _ - __ - ___ ___l 11-9.1L _t - --- .- - I � - - r L'.1 .' TO -EX ��� - � 1 I , C-1.11- - �r , � , .11 I . - � ..' I � � I 9 - 9 . . I � 1 9 1 9 ­ � ' -1 - . � I ­­_ ­ � 4 1 � . ­ - -9-1.1 ­ 11-1 9 1 1 - -1 9 � I � - I . - -7 1. I ­ I . - . I I I- - -9 ­ " _ - � : L ' -' ' ' '--' " -9 1 ' - - - ' 7 : -. � - ­- ­ , __ - 't" ­ � __ I : . :'� :: __�' _ �: , _ 9, � �__.:.' - '­ - ­ 9 ' �- ' ' ' ' ' - - , , . � ­ - - I 1 9 - - . . � - . -9 � - ' ­ ­ � - '- -9' 9 L - �. � � - -1 . ­ -1 � 9 - - � ­ - , , � �, � 'q �' � ­ ' - - __ � 9 __� _ � ­­- ' - 9 ' - '9 ' ' � ' ' ' - - - 1. ­ � ,.� , � : :: � - � _ I � - - � - - i � �' _­ .. -1 . . ' ' - " ' _ _ - -1- - L - - __ __ - - � : _ _��: �. �- - - ­ - I I - I - I - , - - - / - � -1 9 I- -, :' , _VW _ � ­ ' "' ­ ' -----.W .. I I I ­ � -7-9 ------ 9L ' - - * - ' '­ __ __ __ - ' __ - � _e_-_ 9. ­ L ­ ' "- ­ � .... 9 9'_ _ I—- ­ I— ' L � - - � I - . 119 1 ' ­ ­ -, � ­­ ­ q �, 1-1-1-9- - -, _ , - - - , - � � - , . 9r 1-111 � � � __ - I -1 9 - � - I ­ ­­­­ ­ -9L' -9 " _" , - . . . "I - - - ' ' ­ � , , : - , ., �- L: " - � .... . ___�� �' � �'-, , , I, - � I I 11- � � I __ ' ­' � ' ­­ � - _ _ -j-' � 9 � 9 - I - . � � I . � ­ . 9 - i -- ­ ­­- ­­ -­ . iiii, 99., ._' �'��' - ' 9-- - - 9 ' - '- -­ 151111 - c A ­--­ - -9 ­­ ' 91 -6 �.&9 2.4 , _%� � - _� � - __ .. , � - - .1 1-11.1- 11 -9 I -1 � ­ -9- - ­ ;. � -1 - 19 � 9 � � � __ __ _:� ­ I I I --1 . I' 9� _ " _ I _-:L11 :f��­ , " lw.': � - ­ 11 : __� � - - _"' __ _�_-;�'�_'_ - � ­ ­ � , q ­ - , , , - ' .1 I . ­ 9- - - ��__ 9 � - . -1 - - ­. , 9 . lll­�=`_ - - - � ­ 9 -, ­ ,- - ­­ I - __­ _- ­ I- 9 ­­ _­_ _- ­ - � - ­ I I - = -19 11 -9 � - _ _ -.- , __ - 19, -1 -_ - __ - ­­­ I __ __ I - - - 11 -1 I - I - - q ­ - I- I __ - - - .- . - , _11 , -11- - -,- "--'9 . . . . . .. I I I .1 . � I r . � - - 9 � � - I . 11 . - 9 1 - 9 . - j r L- r . 9 . � r- � I I _r . - - I - "r- � r . � . ­ "' �' I ' �' "'9L':" ': � - " - - ' " '- ­ -' - '9 ­ I - -1 - ' " ' - ' - - ' ' "' _9-1-19 � . ­ A - 19, - � __­­ ­ "I.- ­ - -111 1 91 1 -i - --- - ­_ ' - 9 1 11 , I I ' '-' 9 1 l- � 9 � " ­ . � 11 I -1-11 . 9 � I - - - - - � ­ - ­ I - ­ 'L - - 11 - - __ - - I __ ' ' L 91' '9 - - I I - __ I � - __ ' ' -" 9 ..... .. 9 ... ........ 1-1 ' - ­ 1. �z� .... �_-_: 7� L ... .. ...... .... 9 I" ' ­ '-- - ' .. � . 9.. - I . I,- � __ � - - - - - - - , 99, I � - I - � � -1 -9 ­ � -1 ­ I . I I I 9 __ - ­ - - __ � - , - .- - 4 _ � ­_ _ , � - _ 1� .---- , .� _" 9 � �L - 1 911- 9-9-- . ­' - . . I � I- � � _. , � � - - �_ " j _ ��� 1 !7-- . � . � 9. 'q r ­ ""�:'�_._:_�'_.119 - ­ ,,.�Z 9 I- ­ ' � _ ___ - _- - - - - - '_ - - -, ,. ,9, , I - - _ 1- _ -, _'_ - 19, - - - ­ 11 ­ � ­_ � � -1. � _1 _ _ � , - "I I - A'- � � 9.1 1 __ - 99 9 ­ 9_11- � -9 ­ I � � I - � � I - ;:� _ � .9-1- - _­ - ­ . , ­ ­ I- 99 L�-.- -"-"-: 9- � ­ --l' � .... � .... 9-9- - ­ -9 ... - - - -. � ­ - ,. -1 - -1 � ; j ­ � 9 1 L I - - - - I _ _ 9_ . __.- . ., . - � , I � - � ­ ­ � - , - , ­ ­ - 1. 9 .9 � I ­ - � ­ - � � I 1-1. � I � 1 � � - � I 9 � - ,.I - I __ - -1 � � � J��'L�;� - - - - , - - � ­1­��- ., - ------- _ - � - - .9, _ - - ­ �� _­_ , ---- = � ,- - . , _ � ­ - , ��' � Z��� 1. - I � j '.- - �_�'� 9 . 9 � - ­ .... � ­ ' ­ , , ­ ­ ­ .r � � I __ - �17� _ � - - - _ ­ 11 � I ' ­ " " , ' ­ ' ­ - � ... � '9 ' ' " - 1- ­ - 19 - -1 ­ ', ' ­ � -- I ' - ' '- ' - - ; I ­ - ­ - I 1 - ' '� - I ' -9 ' 9 ' ' 9-1- 'j-' ' - ' - _'r ... I __ � - ­ . '_ q ­ � I - - - 11 '- -1 , �- -_:-_'_- ��_- ­_­ __- -.--'-r--'_­q---­ �--­q ----" ­ -- �� ­ - - - - ­ -- � '­ ­ ­ - -' - ­ - �- 9-9 -- - � - � ­ - ' - ­ - L-'- ­ ' , ' _ " . _-, ­ ­ , - ­ I—- - - - - - " ' _'_ _"" �9 ­�_18' PVC- 9 16.82% --' - - / _ r ­___ , " ,- � :---�,,�-�-..-.9�.:-,---"--�.-glI��---,-,�----, __ ­ " ­ "'r. ­ ­' - �- ' -' ­ I I 9 9 ,1111. 9 l�- � ­ . ..... 9 �- ­'­ ­ I �' - � ' ' L ­ ' ' ' ­ �- , 9 . 9.9 . "I ­ -9 � ­­ . , , - " ­ - ­ . - ­ ' ­ � -- ' 9 9' 1 - 99 9 ­ � " - - - " ' ­ - ­ -, - , - -, - " � . . __ . - ­ - ' � --- 9' - - - 9- -- 9 - 9 � 'r I - ' ' -9' - 9 ,9 , 9 ­­ '_ I ­ I .- - -1 I—, - 11- 9 - ' ­­ - � 9 ' � ' -9 , '_ __ ­_ � , � - - 9 . 1 .­ 1 1. I � - � - __ ­­ - - � - � - - . �'� ,_:." � ­ - ­ I - - - - I __ � - _ � �, 9 �. I I - I - r - , � - 9 -, , ' ­ I _ -, � - ' ' ­­ I " '9":9" L ... - � " ' __ - �_Lw�___� _' _ __ -" �­_ _ ': - ___� , . _4 _ , � j ­ - I � I -11 f : � , - - , -­ ' ,, - 2:1', 9 405;0 - 'l-1,9- - ' - ' ' 'L ' ' ' -- ' - 8*­AC-'* " ' ' " - - . �:' � r :1W � � _11.- 1 ���' � - -99 ' ' _�' _- _ _� �:_- :::'_-­­-: � . I ­ � ­­ l' ­ I - 9 I. . � - - 1-1 - I - � .91 - , __ - 91 � - � I � - �'���­ . 1- - _9 -1 __9 L- ... 9 - " - ­ L - ­ '9 ' 7� z - I _ _ �V _ _­ __ _ ­�� _ '_. _�,__'­­ "I � 977�77 , 1- - I _. - -11 -l. ­ � - - r 1. �j�rq r j 4�� r J -1 - - - 9 _9-1 I—- -11 ��r L ­- � - - ­ ­ - � I . .9 1 - � - � ­ ­ � 1 9 , I - _ . I ­ . .91, -9, �- - - " � . -, ­ � ­ I .... .. � _ _ , , -_ . i - - - - - - 1. ­ ­- .-- . .- � 1 -9 - .­_� �!� - ­ -, , " 9 "" - ­ ::: '_ , � - I 1 91 ­ ­ , � � � � ­ ,99- . . . -9- - - 9 - I ­­ ; --9 .... 'L - '9---�;-' .. ­ q . 9 . ...... 9 � ­ I ... � ­­ L ... ­­ 9 ..... . ... . � ... __ ---- 111- - . . .1 I I— 9 1 ­ I � --------- � - ., - � . . ..... 1. ­ - �- ­ ----- ­ ---j �- _ � � - , __ _ - ­- � � '-' - � ' ­ - - -- � ,� �:-- - ­ - - ­- � ,: ._--�::-_2715' - - L- ' - ­ � "' ' L r I I ­". - . L �. - -1 � _r" 9 rLJ­r � ­­ .... ... ­ ' ­ '9 ­ -"' " - -- 1 � '- ­ -9 ' I ­_ ­ . � - --- �. � . � I ­ . .1 --- � I—- I . ... - 9 9 1 - I �_ - - -11 - - I I ­ I � .- - I I __ - I- ­ � 9 .1 19 -1-91 . � 9 ­ 11 - - . 91 ­ - ­ � ­ _ _­� I . ... '_ L ' I -- L � 7 r, . _ ­ j - ­ r L j I I., 9 1 � - 11 __ ­ I 11 9 . � _f___7__ -9L _' _ , ­' � L ­ -- - ' - r " - Lr , I - � -1 - _f -, 9 ­ , ­ . � � ' ­ � , '__"_'_"­ L - ­­ ' L - - ��­ ­ ­ ­ ­ ' - 9j ­- ­� r - ­ - �;"­Z��­ r�' � � � ' ". ­ 4 ­ ­ r- �=_ r __' 9 "-'r'j , 9 L . _'_­_---'r"r 11 I x --- r I r ­ ­ � - L - 91 9 -, L ,- � - � r - , L L - . -r ' ' 9 Lr I -�� ��­ j j j r � j L - ' ' ' L ;Z;;� ."-.--- '� - r L' __ � _­ _-' 9 Ir. 11 ­ - ' ­ ­ - 11 9j 19 -1 4 - .rL L L jL 9 - � - t I ' 9 ­ ' L L L L , __ ��t - � . . . j I , L r - � L ' - -9r L - r . . . L - __ ". -L ' ' L ' j -__ , =- L­rl. 9 ", , . ­ , � ­ -r- ' j - -L -9 ' 'Ll " '9 L' ' j - ­ � � ' 'jLL � _ ; r , .. - 9 -I " 4"L - - L " L r- - "- - , 9' � - 4- � � - - ... . ... g.. -.---- .. . . . . Lj I r L j ' 9 __ r '-9 ' 'L L - 9- . I , 'Jr -1 r _ � _ , L -' ': - _ � - - ­ - ­ ' � � jL L . I - I I ­ - r - J � j I � L. - - � I L - 'L L - - - - _r- 9 r j., l- ­ - r- 11 - . -_j- - - rr , _ L rl:� 9 " �� ' - � ... ... , � L ­ " -' ��_ .jl-r '. _- . '9--jL, 9 - 9Lr- 19: -_r I -j LL j- ' Lr .r9l r r r ­­ .' 9 _- 9j: : , -'L : � L L4 , j - jj ­­ 9 ­ -- 9L I - .�t­ "L' -' , , _�_ _� " _'r . __r L j -, - L - - . 9 9�:_ 9, L-, -11-9 1-9 "I 9-, r - - - _­ ", L I r r r - j - �1�1 9 � ­� : _ _ -9 - 1- - - - I - ] - �" " : : :-JL-- j ..j -r 1. 79 '--- � 9-9 L- ---- 9 , " - . qf r L I j I . . . I ,� L _�� r � � . -11 � LL 9 Lj ­' r - L" 'r- 9 r r r � L' - ­ � � ­­ ­­­­ - --r ­ L - - - ­ ­ � � . , � .r I 9 - - 9 9 � � L' ' -, - 'L'j L � ­­ -r - j _ -r L ' '- � ­ 9 9 '� ,�� ' ' :9 -.L: �­' J�9L ' ' � ___ ­'_ _.'_.'�- - . _ _ _ . L ' 9 , 9. . . 9 -- ­ r . . . ­ � r 9- - r, - _ � -_ " LL - � 99 ' ­­ - I � - -9 1 _ - z ­­ 1. !, r _--i'l-, L : _ j � L ... 4 99 � 1 :i_' _. ' L " � jj - L �_ L �­ ' ' L, -j . j ... 9- 'L �­ '-_ - :: :r _ 9- -j -9 � j � 'L � ' -9 L I . ' 9- r , L j- j - - I . I -- -­ " � �' : L9'_ -,L - -�-��L i _ 9r Ir -1, ­ "I -r' _ . 9 " ­ 11 - ­rl­ -.r L99jj'L , ' ­lr ­ -9- _'q"­'r­L'j9 '­ . . . � ­ L-- . . r j 41 . Lj ­ ­­_" -' � L- j L-,LL-jjL -­ __ - -,-. , L j j ­­­ � ­ -­ j ... j. - . , , ' 9 - L-: ­_­�:: ' J j I—" r . . ­ 9, L, - ­ � r � L L _Lj' L� �' LJ_j"-: �: �-�­:L.L :11"­��"­­r I J I ­ ­ L ' L" ; ..... .... 9" j L L 9 . , - ��:�' L , j 'L -'�-_ll � jq j � 1. . - - � ­' - ' :_­ '9' 9 -j ' -' : : � � '- 'jL - L' "' 'L ' L : ::-r , , "r, __ ­ r r, _-L �: :"' r-� 'L ' ' " 9 '-': . 99 I- - ­ . r 9 L' -9j- � j Ir 19 - j ­ � � - ­ L, , , . �_'­________ - L '- '- �n ��L �� - , � L ­ � , j- - ­_ . r ­ 9L ­ ­­ Lr- ­ ' L ' ­ ,� _- ' L L 9 r J9 ­ 9 9 . Lr ­ , ­ - 'Lj -j L -' j � '-- - L "L � 9j9 -r , ­ -9 - L ­ � r r ­ 9 j' ­rr J9- I - I �� , , ­ - L ' - ­­ , ­­­ � r ., 9, ­ , - - ­ � ­ J - ­ , . -1 I ' � 9 L L . _j �- r L j I . I � ­ ' ' ­ r L- r -, jL - - - 9 .r 9 . r J9 - - j- j - - -- -- - - _ , � � - -1 , , � , I j9 . , ­' 1- - r L r 9 r 9 1 9 ­ ­ L4 ­- - L ' j LL - - 9 :' j - , ­ -L ­­ ­ - L L j L -1-19 9 L L , L ­ j , L ' L L L j ", __q_ ­9� 4 r - 'r _ - � L ­ - L_ ­ L' �� ' �:q '� . ­" . _j j' ' , r - � r L - L- ­ r j � L9"- 9 - "- ' 9 ' ­ r -- L :� � j � L r : r r . . ­ ­ 99 I- __ - L t _' : � ' 7 L' _� �� : L ' L 'j L -r - j 99:- J - � .- I __ L 9 : -. rr r 'JJ , '-Ll '9 ' -- " I . L _ " , 9-1 ­ � � � Lj' " ' j I I - - ­ - J- . .- L L " -9j ' -' - � ': , - r: . I 1. - -1 j :-.9r � , j ' L 9- 9 .-91- r r : : Ir , _ L L_ :� :-_ " _ _. _ j : � � :� �' I � �' � .J �� : , 4 _ ­ L - -1 I . r 9. r r ­ - , L - r j - - ' � L L L j r � L9 ' � ---' L 9L I - - -9 9 ­ - 9' LL - L L 9 LL -r - ­ � L, , L­q_­ '­ LLq­ , ­ ­ ­ -, ­ - - i - - - - - - - � " L,9-. L . . . . . . . ­ J 9r � - , 9 � J , 9L r. I—— . 919 ­ L " .lj- rLrJ j L - L9' ' j r 9 - - - - - - - - - - - � ' - " ' I LL � ­ - - - - - - - ­ - j i I � j ­ j- L - .r r - . - " ' - L I L ­ -9 ' � � 1. � 1- - I ' L ­ � - , ­ .1 Ij .r 9 9 � . . 9 � L 9 . , I 1 9 _,_ � L .9 ,- . � . 9L, ­ , , ­ ­ 9 Lj _ L ­ LL - ­ . . . L � r IJ � L-9 . ­­ , -- L - - - 'L ­ - ' 9 1 � � , ";f--- � - - i I ­ in' - - 1 1- - 'L ­ - ' ­ L L" - 1 - - , . � j � -_ ­ L I - -, 9 ­ r 'r 19, L � r- I - L ' L , . � 9 ­ I � , r , r r I 11 11 . _:D9, 2!-r:Z - Q �ir � r . . . . . . . L� ' - 9 LL ­ - , . � '_ � . � , " _- . j � - L " � - - - LL I � '- - , - -, _: ... 9 - 9 --_--. _j�� I L rr� r L , . � � - -' L __ r 9 - r � -j L L - � - r , � , . - - LL " " ' I I L - r_ - _j , __ j - - - - - - - 9" j ,r"-, 9" - ' - j� ' - 71 Z, 0 " �E ' L - - ' ' . - - ­ , � . � r4. 9 , 9 L r , - 'q 'L ' __9j, "-" L I - LL . . . r ­ L j ' '� r ­ 9_�r � . I .11 j I - j r- 9 1 'j, r""'L ­ 9 - � L ­ " - - 9- _­ , , ­ r q j - 9 j ­- j - LL ­ __ .9 �� -9 j - - - - - - j ___r j - ' L' -j -j � �rj:__:� : _� _: : ' " Lrj I - �� j':, - - - : _9'_r�_ �� ', :"� :_'4� " , r ­ 9, -, L _9", , -9 - 9" ' L 'L 'r -L "9 ' L " r ' -9' " 4, , ", ­ 'Lj - jr . . . _' - - - j - , . . . L L jLL j - '_ r - - ' j ' " ' - L L 4 - L r - , . . . -_L L - - - : � - L '- ' � j - 99 1 ­ . 9 .- � I '_ _r - ,- L- L '--q' rL - rr _9- " -9 ­ , r4 L Lj ­- - L r . rj,- . � L r I L � L - L rr 9 ­ . 4 ­ j L 9 ' ' L - L r L - ' p : 9 __­,� �_ - L' -_r " _ _ _ L ' , _LL L _- � � � � - . - gr -9 � , - 1 � � - ­­ . - �' -1 - - - I L- , � 9 � I I , -, . " 9 _'__ " ­ : _._:r L Lj .- L jL -9 L- 'LjrL - � - - r , 99 � - . , ­ , r 9 r . - - - � - - � j L 9 j L - r- L j- L -- L � ---9 ­' ­ L 9' - 9 j I - ­ 9. L LL ' LL 9 r , L j - L '_ � - : '�' L ­ , -L r- j � __ r , j- - - L Lj ­ - L -:,-"r-, j 'rr - : j : � _: L ­ j .9 � 9 . I I L '_ ' j ­ - j ­ L , r, - - - ' ' � . - L .... : : " L-'---- : ;­ r � j . , L jL r - ­ - . I - " - L ­ , , j r '_ . _rr : �_ � � � : ' '_ ' :� L j ' - ' - � : j ' 9 � L LL , , � - - - 9 . 99 , - ­ ­ �r -, - 1 9 9 - ­ 'L -j , ­ _ �' ' _L ' �' L :: : I 9� � L �: 9 . _ 9L r -jj-, " - , 4 : : L � �-_l L - � �'_­�L _'r - j i L ' L I I - ' - j9 L - r L L r . . . - L L - L ' ' I L L r '9'- 9 ' jL 9 . 4L � -- LL - � j r r ; j ­-, r " , L L _'r ' L 9r, , - j j L L , - ­ - - - - � � r L � r ­­ - , -rr , -j ' '- L 'r j __ -9 , r , L ----- - _ r r - - - - - - Ljr - . __ j j. -Ij � 9 - r-' - ' j - L - ' � 9 '- - - - - - - - L' - . ­ I . � � j ' L gr r L , , ' L 'L ' - L j L j ' ­ , -, L- L 9 -1 I j - L ­ 9, r . L L q r , 9 . . . . . . 4, '__ , ­ ... 9 _' , - 9- � ­ 9 _"' ­ L - - - j q rr- - j rr , 'L - , � L � L - 9- ­ r L - ­- 9LL r , - r ' ­ , r r .. L � __ I -L j " ­ I - - __ , L L' - ­­ .q.- L L " ' . -9 j � - I � � '9 "L ' 9 L - ' -- � I I - j r . r 9- �:j.' r- : 4 _ _ _ r � L - - �: . - - 'j - - - j 9. - L LLj j- j r � � ­ 'L , ­ ­ . _ � �9� �� ' L 1 19j ­.. - -- L r ­ 9 - ,L----' j in L - j r 11 : _ L'j : - " I '- L j- j' ­ , j _r r, j. - , ' I - ' ­ 'L ' ­ ­ -, , 4 r ­ � j, _r - - , - r, r Lj r 9 ,L" LL - - 9 r j . -, � , rr , q j LL - r . ' r , 9 . - _�: -r:- " .- .- - : �:' ­��'� Lj­�� ... '_ �: _�r� :�_ _' .�L� : :­�' 9.- _:_ L- - - � rL"-�� L:� I- � - L . , _r - - 'r - ­ . , . - - ­ L , . L . . , - - ' - _' - - ' �: L:- " 9 �'�. i .9-rj I '�' ,- - 99 qr_r ,- - , - �L _ r� j � ­rr­ ­ ­ ' , , � r j . ,_ q ._ �'__'_. 9 ' j r L , -, - - __ _ : ­ 9 -- L j ' -_-� -, J- L ­ - 4 ' - 9 . ­­ - " ­ L L - � d- _' r�� L' ' L j '9 ' L r- � -.- 9 . . . I . r , " 9 j, I 9- rj, - 9" L ­ '_ -, L . L 9 - , r gr '", - r - , j 99 * " j, - ,-, , , ' ' r, L . ­ � . 'j r L "' - - - 9j ' ' '--- , 9: " j L j - '_r ­­ - ­ - ­ j -- j ' � - - " ' ' " L ' - , L 9 - - - - - - - - - : � '_ - - L- r -"- : , L_ r* - ' L ' ' ­ - - - .' � _ ­ - L-' ' - ­­rL L, L - j ;' L - ­ L . . . . . . j L . 9 r , - , ' L - , L ' ' L -' - ' _' , j _' ,", - _' . , ­_ < gj . r . . . . . - .-' .r-_- -_'j _ �� j , '_L '_':� , '. - ­ : :j , �' : '_ . ._ ­,: - �'_'_ - _ � �* r , _r 'L 9 � _ _1­�' ."L __ �'�'_ -"'r"-- L - L- - L' ' L' L 'L'-' qrL ­ � ��_�',�: __­"..�.' ':r'._'r�r_,'_'. L ­_ r . ­ � . . . j L I - 1- I - -r- ­ 9 , _ I � -9 � . - r 9-9 .9- - L - - �'__­_ __ . -9- " , - - r L ­ _ _ 9 rLL' ­­ -9 jr -L " . r .. I - , _ . - "'__ .9 -, . - ­ - L L LL - , jL9 , ._ '­ 'q-_ 9 j � _� ' :� � � ' 9 -j -' ­ 9:1 , � -- Lj ; "j, ­ _j L - - - - -- " j - - ­ 9 , � , ' , r, � -, ' L 1. I .. � I -' ­ - 9L j - . . . 9 ­ 9 , " ' L r - - -- - - - r, r _­_ ­� � Lj- 9� , r L- ' � ...... . , � r � - � '9'� - ­ , 9 9 L -'r 'L . -j. , � ' j r, jL ­ - _ j _ r - � j 'L, 9 - ­­ ­rr ­::_-_ J 4 _r j ­ j-_ '_L � - L, :, :rjj" : r: � L- -, * ­ L' _r .j _j I j 1. .1 Xrr 1 - I I . j 9 9 . i � , " , r, j � " 9 . � � 'jq_ , L , , - ­ , ­ 9 ­ � , � ' ­­ r , - _' L ' Lj-j � Ij ­ .11 ­ 9 9 __ � - : -r- , , , ­ - 'r ­ -_ - -- - ­ .- - - r L - 9 9 'L - - - r ­ j j- ' 4 j , 9 jj " ' 9 L ' " r , � �_ - r j- ­ j.jjj , L , , , - 4 r ": . . . . r. r ' 'r _r ­ . , _j . LL - , L 9� 9 r: -, ­ I 'L ­�: r- - .9 -_L r ­ p -' L _­­� _ _ 9 L 9 ,' L - LL L � � - j r, L'- j ­ - ' j_q'_ , , r j - - __ - -� - L - . - , � , - L , , � r "L: " " -'r r - ­_ 9 ­ - - , ' L r 4 LL , " " ­ ---- j - - - _"'_q_'- , -L - L4 L " - - - - ' , ­�­ rr � 9 . 9 � L . __ "'r-, � " - ­ L � r- 9 -9- ­ r _­ L jj ' r, - L" -'- ' 'j - I j ' - L : '� r, j.- L grj- 9. rr . - . . -1 ..9 � �k - " I , ,jj . 4 ��:��r X rL 1 -9 i - ­- ­ �9­ . j 'L -L ' .- 'r � � I - L r- ­ _j --- ­ 9. . 9j. r 'r . ...... 9. - 9 -Lj 9- ­ -' L L . " , rr 9- ­' r ­ : r, �_' _: ' __ : - rL 9 L - - - r ­ ­­ - ­ j ­� - 9' ' ' -' : '� . L- _jl - 9 ­_' __ j .- L , j. L , L - - - - - - L i L - ­ � � j 'q � - 9 L , r - r r " , j- L - - - - - - T ­ ­ _u I - ­ L- - � jL';K - L - - rL r -9 ' 'L . r . . -, L . . . . � "_ �­ � __' rL: j - 9 , - � � j ' - 9 '- j , r - . � -9 q I ..' . _j ,' ' '- " 'L -' 9 r 9 , , ' � ­­ ' jLj L L rq 11 ­ ­ - , " ­ ' ,-' r"L ­ ­ - _­ - '­ 9 ­ L " , 9 , ­ - I - - L -j - .Lj . grL jrr- " r - r�. �,' ­ . ­ '_ ­ 4 'L '_ ��:_�_�_'_'_� ' ­ ­ �__ L < __ _LL9' 4 .... --- r L':' � ­'­ _" 9 ­ - ' j L , , - , - , 9 - ' , --- ­ ­Qr '- " , ' L"jj 9 L ' j- -9 - Lr j , . L_ -r - L - - - r. - " - jlj 9L j- r ­- L ' _' " ' " ­ r L - - j 9 - - ... L ­ -'r ­qj - - ­ � j ' ' L � ­ -9 gr 99 . � 9 � � L' ' ­ -j L- � I .1. - - -­ I Lj ­ r - ­ ­ __ L, . r , ­ j -j L- ­­ rl - -, r 1 9 ­ ,jr jj . L I ­ .- 9 L, r L ­ ' L- _�__ r - ­ ­ r ­ ­ � -"-"--j-, j . - . ­ -0 L L ­ . I L 'r- N 9L9 j ­ ­ Lr ­j - r , . 9 - - L_ ­ L L: -, ­ L - -- - - L - L LL j- L _r , ,- , ,- � '_' __ .- - ' -j - , . L L L , , q � ' r . r - - L L Lr 9 .rrjLL _'_r .- _r _j - - - L 'L L- ­ - gr - - - - - - - - - - r9 9 - -_ -j 9 1 .- _r - L L ­ - - - - ­ L 'r ­ j ­ � , - - . r - jL j - - - - - -- L j L j 9L - ­ -9 . __ _r r 9 9 - 9 9 _' - - r . - - L j � -r - L - L - 9 -9 - j - rr - -j ­L­­­­L­­qj _r 9 L L- 9- .- " 9 - ­ - - - 9 j 9 L - L L ' r '- - ' ­ _ j � � _ � _ n � � , __ _ _ , - - - , j _" , r - r __ - j r . , L r, -9-9, W ' '- - - r. __ - gjr - - '-- -q. - j9- j I - L - -' - - - - - 1 �* - � _' :-, : , , ::��_L '_ �- 7_� I I L L . L, 9L _ . . . . . . L ' - � 9 ­ j 9 � L L ' ­ � � � 1 - � ­ . � . L . � ' �__q _ _ r j j . : : . : - -, L j _' - . - . j j - - 9 , ' . j ­ L � L L - r - - � -1 L L - - - 9 � ­ 9 " - r L . L� I . 9 L - L 'L j- . - , j L. . 1. 1 - 1 I I � � �jq � L. -:L9 -_ 9 - ' ' j- " 9 Lq r '� ' 9 9- ' � L � -,- _'r , � � _ I ­ , ­ r : . :� ' L : 'L - j - L j- - - ' - r. , � � 9 . L ­ , ­ ­­ - L , � 9 L . j- I j 9 ; 9 ... j j.9 ­ ' j- L9 _ _: - j jr 9 :� : L L . - L, - � - - - �:_': -_ 'r 9 LLJ -_9 ­ � j tu ­ rL j9. � L � r q - ­ . , jr jL ­ 'L 'L 9 1, - L ­ - , ' - j - - , r r ­jr , , .4 - r L. r ' L , 'r , � - - - - j r. , 9 � L ­ L , _ _ � � . - . 9. - - j- � .- _ 1 9 . I . � � ­.- L ­ I I j I � , ­ - jr . ' - � jjL j 9' , L . - r r , - . ­ , 9 ­ ­ ' " � _: : "'j"'" �' � I— L" _­ - ', �' - .' - I J� 1. -,-' �_­"r r , �:, L L _ _ '­ ­ ­ L -j r - - 'r j- - . r , . ­ . - L L -- L- 9 L ­ ­ 4 L, . . I j - rq j �_ - r � L- j r- ' jL - � - - L - . _r - ­ - � 'r j -r, 4 ­­­ - - . . .11, L . L j _- L- ­ - - j ­ r ' -- ' - 1- 9 9 -" ' - 4- j ­ __ 'r r L9 . - L - , - - _j - - - -1 , - � _­ r. _ _ _ : : : L 1 �: _ ­N � : � _ , � � ­ 'rj - .9- . :�­ -1 r ­ I . _1 _ 'r r ­ r, - - - 9 q 9 9", i - j � I . r- --9 � L - r -, I -1 - � 41 - I I I . ­ L r . ' - , - ­ � , -- L Lj L j - � rr. 4 9'. _-9 " ' Lr , ­­ r L r9 ... I . I . _r - j r r , - 11 - . '- 9" - 'L - .- ]'- L- -' , " r ' ' - , 9 ­­­ -r' - �­ ' : - - - - - - : : �r j ­­ -9 j'q­­1 ­- .ILL Z 9 r 9- - - 9 - -9 - 9 9 ' � - 0- j r 9 j . j j _�_ L_j jr '"L t � j ' - - I I j - L L9 rL ' 'j 'j 9 ' - ­ � L9 - , - -4 r r , , - _r , , ,- - - j -_ - , -r q . j � r� ­ ' ­ ' 9" - ' L - 99 _j - - r _' r - __r 9 9 rrjrj j- L 'L j - LL " , "jj, � - 9' - . LL ' , - - j - q- L q j r ­r j '9 r ' L - - - - - - j , gj 'L 9, L - - - 9 r*, 9 ­ 9 r I � �L - ­ ­ ' � , r L -' ­ " r - - - ' 9 j j 9 9L' L L , - - - ­­ 9- ­ ­ ­ , r 9 ­ L L- 'L -' L � - L jL L- I - - .j- r 9 L � " - ­' . gr - - L ­ r L j � "_ , -, - 9 L - ' 9 ' - ' " L - - - __ r L r- r - 9 j , _: - ­_ _ . .' - __ - - ' ' '-- " 9 ' 4 ' , ' jL Lrr - - ' - ' - L, , r , - - , , - , - , , j r r L -, , j- r9 9 9 - - - - - - - q 9 9, 'q r . - , � L � L � ' - � ­ - - . - � - � - j j - , -9 . - - 9 LL L - L ­' I- , , 9 _' - ­ L � L- , r : 9 . . . j L, 9 ­�� '_ " - : �� 9 ' - - : ' �. � � '_ � ", , _��' _:�r _' __ _r: '� - - 9, 'gr ­ , , . � - j , ' � "_­_:rg: - - " r L 9 , qj j '-9-,L- L r " - , -, ' - - '- - L - - - - "- - � -1. � � -9 ' - - ' 9 L j L � " j - j ' * ' - - L ' j . - jVq L j - 'L q L LL gr __ �_�­ 'j 9 __ - 99 9 - j __ r-, : r - � _r ­ j- rL -L - 9, L, r __ __­� 9 r , jr 9 , 9 '9 , -9-9 , r L - - 9 r I j I ­­ q � r - r- 9 I '- j ­ - , . -- ' � L. , � j9 j �L 9 r. . 4r , , r ­ � r ... _j . ­ r - L - 9r jLj - - ­ - j 9 . . . . r 9 .- r - q ­ � I L � � '__ - '� "_-__'" , . - r ­ �� '-9- , _� '_. i " - ' '_ ' L' L ' L L'j ' -q- j . � : , - - - - r j - r - - - - - j - L-, - " , , -r.r - . - ' - 'Z L - ' - " L -­ ' . -, - � C) - � ­�_ - , � , -_,r ___ _ ' � ' 9 " " �j ' " _' L - j _ , � ' L - 0 - 9 L ' L ­ ­ - , - , , , , , , j , I . ­ - 91-1 1 1 . ­ L � . j - ", - , L L LLr ­ . 9 . ­ I j - j L 'j � - 9L gr '­ . .9 'q , - 9r - - - i : , L __L:-.9r_�" , ,�r ,-, , - -'­_-_� ' , : '.L - '_ _L_q� , r, , - j , r , . . . . . . _ _ _ _ _ _ ' . I L j .. - L '9- 9 ' � " -L - , ­ _' 9 . � . . . . . . . . . . L ___M__ I . - 'r -, j C) - ­ , 9 , , ____ L L 9. 9 __ , r " - -, * - � ­q­--rr - : �'� , , ' , , r , , ­ " L : _� gj jr L ­ j L ­ r , . - q - ­ ­ - - L- __ � r - ,? � . 9 L . j ­ , _'r - ' j , - ­ I � 99'r q ' " r� 9 � , - L , ' L 'L � , r r ­ , � , - � 'qL_ ' . jq' - - 9 '_ ­ ­ .9 - j -9 r L - 9� :: ­ j , L � ­ - � ­ r LL" 9, ­ . . ­­ . ': � , � �_ . " , r j 9, - r ­ - - - L - L - L - - r - - - j- ' L- , _-�­ ­ j9 Lr -j , - ___ __ _ - rL _j, _ _ L - 9" L' ­­­ ­ r 9 r 9 - L - r __ [4 :�� �: � � : '_ _ _ � ' �� : - L ) ­ � � j, 9 9, , _ ��: r . �� �� � � : � � .r� L L ,- _j r , r , , ,- , L -, , ' ' 9 ' - - ' r' - � ­ 9 , 9 L r L _� - :r. j" � L � r, � ' r , _ ' :j� 'r " j L , L ' " 9 - � , , j " 'r r _ . _' .9 ­ ­ 4"-- � : _ : � ; ­ r , j 9 'r _r , � - j- - - q ' L ' ' 9 . i ! � : L - ­ - j ' _r L ­ r - L . -9 , jq_ L - . � j � , r 9 - � L 9- - r" - j' j j - -j j - - j- _ _ 9 r L �: . . - 'L - L - ' � � � ' ' j L � j j r. r , L q- 9L � r - j - L I j - � 9 9 ­­ : � L " j � j L r " � L � - - L r 9 ' L -j 9 'j 9 9 r � 9 . � I _ -r 1 9 9 r r . . . . 9 j - j , -9 __ ­ ' L_ _r - " I - � I . . - . , r L � � ­ � ­ j I - 4 ' - j 'L - � � - -9 1 .j L 9 - j- . �j' ' - ,. �L '.' , ' , ' ­ L 9 rL' 9 L L 9 � j'j. _ . , ­ - L , , - L . - 1 9 1. � ­ - 1. 'r , - ­­ j - � j . . . � � r LL j ­ - ,jr L ' j 4 � , - _' Lj L- - r 9- j - -, Lj _ _�::_ L ­ L. .0 L- . L- ' . ;=, , - - r _ _r - .- - ' - qj ­ � - , � 1 9� L , " _: L' : : , r. _ j ' - � r , Lr j ­ I L _ - 9- - � - - - . jqj - - r L 9 9. ­ j Lj j - r - � - � L L r --- . - - ' - - - -9 Ljj - 'L 9 - � _ � L � -jr . . . � ­ -L L ' L r- -L' � KL'� � _ _ � L, - ­ ' � , -- L ' - X r - L ' - - L - r - _r - 9 gr , -L j r L r . r 'L ­ L - , - r - - 'L' ­ - -, LrL . ­ L' L- ' I j ­ ­­ 'r , M - ­ I I � L -9 -9 ' _r ' L " ­ '_ r . ­ L 9 . . . r ­ . ­ . _. 11L --' ' -- 9 ' ' LL L L' - L L , r--- ,- - 'L ' ' - - - j- - r - ' L' _Lr - , : � � � : __ '� 'L . L . . - . � , , L j' - j � - - L L" - j ' Lj _'_rq_ , 4 - 9 9 r L-: ' L ' _�� �: '4' L - gr - - 9L L j � I � - � j 19 � - j r 9. � L, � L L - - ' -j j L 1 I j I _j 9 I., . r __ 4 9 L - _' j " jj LL9 . , I - 4 1 __ - � . I ­ j _j L rjj-- 9 - . r ' L - r r ­ - ­ ­ __ - 'L 9 j 9 9- � _ . -9 - jL -jr j- 9 - ­ - jj - � j r4 r - L � ­ . - - 'L r ­ ' 9 L 9- � L L - 9 L I ­ ­ . - L ' Lj- , ­ .­ L j j - __ - r ­ , --9 9- ­ - _r r ' ­ - - - � -' j- 9 __ L L - - - - 9 ­ , - - � I L j - - - j9" L- " " r . , _j . . L L � - __ - I.- - j.19 . - I r ___ 1 , , L , -, r r L . . . � 'LL '�_ '- - L ­ L 9L � . . . . 9L ­ L . _rL ­ __ 4- � ­ - - - - - - - I ­ 9' ' - - ­ ­­ � - j ,- r � ­ �' � q ' .11 9 j . . _j - ­ . r 9- j- j '_ , - r � I ' L L j L � L . , r - r- - r, . 9. - - ­ 9 ... :r Lr - - -- -'r- - - L , I L - . L"L �_ L � r- -- �- - � L _ _:9 -1 ' 9 i� jN '!'­�­�rq r j , 'd-- ­ L- - _:_ � I L - LL -9 __ - 'j � Lrr ,. 'L j , jL j r � j L ­ r 9 9 - . - j- ___ 'r , � - ­ - 9 . __ - L ­ r . 9 r 'L - ­ ­ rr- . ­ - - L j _r j - . , - , . ­ , ' L r- ,jL' ­ ­ ­ - - - -9 9 r, 9 - 9 - - - - L _qrr � - - '- - � ' ' . - � � 9 '_ - _'_ - _' 4 L . . . - � j I - - , j - I�L i' 9 , ­ 9 , . L r, - -0) -�L 999 L ­ L jL r 9' - L - I - j9 ' L - ­ - jr - ... - ­­ ' � ­ " . , , � .. . . . - - - ­ 9- , j - r � � - _- -- I . L- j - r j � � � ' L � -9 - j - r L ­ 9 j - - � I L , j L- . r - . . . j ­ 9 _ . ­ . . . . j- ­ - - - - - - - rr ­ , - 9 _j 9 r . - 1 - . - - - . ..- . ­ , ' L" ­ ­ - : L . , 9 j 9 . r - r . " , , - r - - - ­'_"' " -99 , , , L r ' ", 99 j'j j 9- j L . . .. . . 04 '�_' 0) j r f -4 'r L --- , r Lr) " ­ Lj - ".'.rf�'- 6� _j L� �S-9 r- , L ' L r - - 'L r L , r9- --9 , '" , , - - ,- q - - j " "r, - 9- j gj ­ j-'_'r­q­r_- --j f' ­ ' , gr - - L - '_ r __ j 9 r - , " - - , ­ ­ - r - __ j rj _9 LL ­­­�L ' Lj j L 1� ­ ­ ' - 9- L F�_-�-jr " ffr) -__ r- 9 - , 9- ' - ­ r 9 L - , ­ � gr - in -j L- _LL . L -L ( __ i - ­­_ -_LL- = ,� - - L - j j LL _ - -1 ' " L ' L' ' - - ' .- 'L " , 4, �99'_'. , ­ - : . , -r L' . - � . j r' L ---r -, 9, __ _" L - 'r 'q . . . - _r r9j, r r - - - - - - ­ ­ ­ I - 'r ­ .9 , 9 , - r- 9 - rr- j � -i_- ''r- r.jj.Mr 9 L' � ' . -L ­­­ -_ L - L- L- -99 - I - ' ' L , r - ..- L r , , - L - j r . r __ 9 -0 ­ 9 . . . . . . . gr ' 0 4- - - � --- - - - - - - - - - _'_ _rr j - , - _j 'j , , - 9 rr , ­ 'r L 9 -9 r - r 0) . ­ j . . , L r- L ­ __ 9"L - - - 9 , r - ­­ ­ - " � j' " ­ - gr 9 L ­ gr - - - ; - - j - "r r r , j , 9 , r _ - - ­_ �j j- , ­ ­ Lj - - j r- _r ­­ r ­ - L � Lj- , rr ­ - - - L - r r- - - '9 L r- 9 - L '- L - - ­ L' _9 - r L r ­ - 9L , 'r - 9 . - ­ - -9 - - j - _' __ � , . 9 , '9 L r L � jj, r � 9 r - j � - j- j 9 - j 9- � LjLr - __ , , - - L 1 9 j . .4 - . ­­ jL -j - ' , r q 9 _. � 9 . . ,- . Lr L ' ' 9j r ­­ - " -- 9' � L ­' - , - r 9 j rr - r j- ­ 9 L - 9 - L ­ - . , 9 , _ � 9, - __ , , - r , _j - I � ­ - L � - - L 9 � L' ' ­ - - -L . . . . 9L L � r ' LL 'j Ij . 91 - -r � 9 9 Lj � . ­ j � - Lr - 'L - j9 - _r . . . j 9 9 L -j ­ 9, , � � j j '_ , __q r ' ' - 9'- - L' � � 'L r � . ­ . . r- . � . 'r j L __ - L ' ­ ' ' � L L , L 9 9 L j- - r - ' r r ­ ' - -9 4 . � 9- .j � 'r L L 9' j9 j -' - L L - - ; j L jrL,j 99 � " __ gj - L - - - j9- ' ' 9 ' ' , 9 � L _r 9 � � j 9 9 9 - r r - - L jL L ' .- - 1 9 9 9 - 1 9 - , j L 1- "L. . N , r'6 j L � C> to j - 0) -9 � 1 9 L" Ij I ' - - 9 - 'L- ' ' 9: , , r , , , - ­ , � , , 9- . .- ­ L r - , j L r , ' - LL ­ j , L - ' I - , 9 r . ­ ­' - ' ' ' - L r ", , 9 r L - ' . ­ L L , j . r " j j 9 L r, . jr- ' ­ ' Lj 9 - 'rL r ­ " ' L I . . � _F � . 9 jj, r , rqq rjj L , ­ 9 L' " - L ' ' - " ' ' . � � r . - , L - L 4 , j- . - f��j j : 'J-- Lj r M_ " - -, - '_ , "� - , r r�' r j- jq 'LL ' �� �: gj, - , r , , , ' - 9 - - - _r _ - _'r -j . .- � _j '_ ­ r r " 'L ' '- �­­ '- L � ' ' _' r L 9 - j r q , , ' - L - j , - 9, - ­ j L ­ , r - ­ - j j j , j j - j � 9 ' � .' , , , , j - r- 99L L ­ ' L r, j � - , . r j � � , L - - � r j - - - - ' j - ­ _j ­ � - - - . L L L L - � - - 9 . . . j _r , - � I * r - . r . 9L M � ' _0 0) - r,"- _r - - j(N . - (0 00 � ­ r � j ­ ' L ' - ­ L L ­ - . L- � � , L . . . . . . 9 L . - j --- - ­ L L r -, - ­_ r " , . ­ _r 9 9 " . rj ­ jj ' "­ L. - - 9L � - ___ j- L ­ ' L LL' '- ,j . -j. _� I r .' : : 9 __ L -L N 19j- ­ 00 '- 9 j [-'r " f�o ' L r L ---'(D . 9L r'n ­N­� L ' '9 . jN jr .,.r - rj. Ljr� 9 - I - - - jL L - ' j - - - - , r; , , , 'L 'r " " , - , , 9-99 ' � j 9 ­ r _- r . . . . . . L L , ,- , j r r- 9- L . � . . '­ , - . : M _. � _ . - j;� : . , : - . .- ------u - � 0 � - - ':9- 9�Lr (D9 - '� L , - 'L - - ,r 9-99- j ' Ljr _j j , - _ gj __ _� j ­� ' � j L , r ­ 'L . L � '9 . I ­ 'L I 1 9j j. . 1 ' ­ 9 " '9. 91 1- - - � j 9 . 9 j Ij , j L Lj ­ ' ­ � 9' -- 9L - ' 9 ' - L � r � 19- - , , gj 9 - _r j � L - - - - L' � 9 . - , , ­ ' -, L j �_ r, , - 9 9 r ' 9 rL - - - - - ' . - ­ ­ 9 4. � L - I 1 9- L.9 L r r9 j- j L - , '__ r j - j - - L -j 9 .1 . j, � _j ­ _r j.rjL L9 9L ­ � ", ­ r - � j , L - 'L - - j r � j L 9 ' L ­ - -9 '_ ­ L.9 -L - j., - , * - 'L , L , � 9 r - - 'j j L- ' L L - - j L - j _ L j � L 9 ­ . - , ­­ � I L , r -' - L L' j9- 9 L.- � ' L j ' ' - 9 L' � 9 . - ­ - '_ L r 9 � . .9 - - ­ ­ . , j r - - - 94 7 - . j - 9 1 r L � ­ 'L . jL I � � - . - , 9 . r . 9 .1 9 . L . L , 9 - - -9' . � j - _rL 9 LLL Lr -1 cn j L ... 0 V ' (j - ­: - � ' , 9n�'� al - 0)" j L , I �� j j L . - , j - '99 . . . . .. , rj j - � . . . . r, 9 'r ­ - . , - , - , j ,- 9"- '9' r . . . � . � r - -9 9 ' - r _r . . . . . ... 9 - r . . . _j ' , - r q , r ­ '9 ' - 4 � j , "­ 9 9, 9 9 , - L r - L j - :_ _� _�j , � q - - �� . ' - -9 , - -L(3 _ :__�� _ _ - - :�' !"L r- LL j L - L ­.�Jl L rj 9 " __ r _­ _ a) - � ­ 'L. ", I - - - L L T _j . - - - - - - __ r L' _r ­­ -' L- 9 ­ - - - L - 'r gr . , L 9 - " r 'L , , - - f - L - ­ r � j , .- - � � , - - - L, " � r " - . L . L j ' - L ' -, 9, . , , ­ - L - - - - - - -'-L -' � j '­ L - ­_ I ­ ­ , � 9 j - ­ 9 ­ " " . L ­ L M ­_ � - 1 91, . � ", .- "': j" L r .- ff_)� ;j ) . Q) I - - LIT) , 0),-, _"_ ('�' . ML L r (0 111L L " - - 9 j- 9 ,rj - - , r " - : L� - j " , 9 - j . . . . . . . 'q_r , -, " - r . �� j - L L ­ r. j 9 � � �_�: . :: r 1: j� ' -_ '- , '4 - - - - - - r. , - L . . . r. r" � � _r L r -j- - L __ ­ j L � r , � ­ ' ­ " ' - - - ,,t r r IM, 9 --+� L I ' - I- f'� LL 0) qr . 'r r - r � - 9 - ­ la -, - _C 'L � N� U . . . 9 gj . . _"'tr - - -- -- - ,j r . 9r - I - - . 9 rLL . ____ I ­ - ­ jr _j - ­ j ­ ' L --- --- - 9, _j -r L jj � -9 _r 9 - 9 � ' .- 1. ­ ­ ' 9 ' - ­ L' ' j j � L' I 9 9 L- L, L , ­_­ - L - r L ' L j- . - '-- � j 9 -: L ­� _r 9 r. j , r ' ' L ' -- � r � - - L- - - � ' -, - � -� : L L� - .- r j - - - Lr . - � _: - - -fN � I j I j L + ��__qr , 9, � ­ _- ­ __­ - -, , 9 , , ­ - L -L ' 9 - - ­ r, L , r , , L - , _r - - 4 . � j L- r, 'r_'j­r_'__L_+L , _ OD _ - I . _ n L-rj-jr--L _r . . . . L_­Lj:LLr­ r r , . j ' ' j L ­ ­­�- L-"-- ___­qr' j , - 4 -- j 9 - L ' _ . ­ 'r, rr,- - +L___ ­ L- , L , L - L' r . - ' _Lj­r I I L rr ­ 9L r j. � L __ ­ r , q'_'_ r I .. L 9 -9 ­ - L L ­ j L r- ­ . -9 � 9L - I _" ' ­ ­ ­ � r - - _qj __ r9 . . . . . . . . 9 j - r , 9 r ' L . __ r- " - - j '- ­ j- r- - __ r " " r L 9 , 9 j . � 9 . j r , 9 t L ­ " -- - . - ­­ , 'L � - -- � . - ­ L - 9 , . r r � - j - - - r " � � , q 9 ' j �q __ ­ � I - , L.- r , � ggr , __ , - r � ­ . 9. ' . ­ ,-r ­ , ­ ' � L rr ­ -L j 9- 9 ­ " ­ .1 _­ . r 1 9 - Lq ­ 'L , ­-, grj -L' " r . . 9 j � . q'q r L - Lr r � ­ - r r ­ ­ " ­­ r -, ___r � r � - - ­ , - ­ ­­ __ ­ - - jLj - - L -L -9 r- L - - .- r - - - L + - - -- ­ -1 __,rni.__-n-'9 L , - It I I : - j - 9 -r � L I - j Lj ­ j - , j' r - - 9L j- - L .9 - L L -, ­ � L- j 9- - _. j . ­ - - , � � - L gr" L9 - j:.j � L ­ L- 1. +_ - ­ -"j- j L L j ­ "' " - ­ L jr . 9 . . . ­ . ­ - , r __ L L ­ ' L ­ - ­ rj L r j - .j , ­ ­ , " r�' � - r Lj, 4 "", - 4r � _r � ' , - - __ - - L . . . "r- �­ - -L - 'ji, - F'y L- ' L L, ---- LL " "", L 9 - '- - - 'L ­ ­ 9j r ", , , , rjj r I - , .- ­ -- - ' L- - � L L __9 L ­ -j j ­ , . j ­ r. . . . - � , . , . - rL ' 9 ' - j -j '99 j ­ L '-j - � jj' � ­ � . ­ '- j -­ rL L j. q- 'r L - - - ­­ jL � ­­­ r- - 99L -_ L -9 j . . . ­ , 'L - I ­ L ­ - L - _'_' "'____ ­­rL ­­ _ _+ - - - :: iq � r --L-"-- :�' - L L L- �Cil � ­ I 1, �f-n L ­ - ' 'r r ­ . __ , , j " ' 4 L � ­ .. - , ­­ rj . , r 9 � ' L ' - ' . j - L . q'q­ j L'- - � . ­ _'rLL - ­ j - - - - -- - j, - - - r . . .. .. 9 ' ' � ­- �9' ­ , I ILr _n 'L 9 - j " ' 9' + - fir - � 9 , j ' 9 '9 L ' -9 '" ' ' ---r" '_ L ­­� I " - ­ ' . - j- __ - r- - - L ' ' j L ' L ' � - r I 11 . , . j +' r j I- I - - r ­ 9 ­ 9 ­­­ C_j -9 - . j 4 9 - - j r - ­ 'r . . . . . . L- 9 ­ j ­ - � '­ - I 1, - , , r L r L . . . . L r - _' - - L ­ - -- j I � ,'_ r 9 __ - 9 __ j 9 j I . . . - 9 . . t r- - -' - L q ' - -- - 9- - j -9 r r - - , r , . " __ , , - ­ __ - � , LL' - , . rr __ L L ' __ r- rL r- - - " - � L jr - j j, LL' ­ j � . . . . . r . L L - L L j �r � 9 , , - , j , : 'LLL - � I 9- - - , j _j , - . -9' L L 9 , L, L �Lr : jLr - L ' - r j -, 9 j j ­ . Lj ­ -9 � L ­ ­' - j ­ j ' 'jr -j 9 'q , _j __ 9 ; r ,- L , , L � . r , r j L9 - ' ' j 9- "r , . , , j , , j ­ . 9 r � - r - - . - � - ' � - j I - -- I I - i ; i - - i - '� 'L - ' � - - 9 . . " j r L 9 � � - ­ ­+ ­ ­ ' j Lj j L -,j-- , 9 ' , " Lr ­ r rr L 'r, , 9 , -- j L" r - , ­ L - - '-j - j 9 -9 " ,,r .- - 9- ­ _r L _' _ _ _ _ , iA- - - j- _L_L_ j � '� 'r � _ __ __ __ , 9 ' - _j .- I __ j L- - . I � __rr L.LL L ' - - r, ' r., ­ - - - . - ­ _­ 9. � - L I 1 1 � , , ­ _' L � - - ­ -9- j. - L - ' - L , I - - ­ - j L , r L r , j. . q . . . . I _r ­ j 'r , r r , - ," L - L- , ' 9- r , - - - i. - . r L � - . � _­ , r , , � 'L � . ' r � - __ ­ j- � r ,rjrj - � ­ � - - '_ - - �j - 19- . , " 9 - -r L ­ - � __ , � ­ :� � � - I - � I ;�= f:-'-_ 'i t - �__ - . 1 91 _I� . � , I [ j . I - - .. I L L L 9 ­ L . . . r 9 � " Lr , , 9 . L r - ­ ­ r r L - - , L , 'r , - 9 �' T , r'L - r - - ' - L - - -, . - " r . - ­ ­ - ­ 9- ­ , � � ­ : � -, L" ' . ­ L � jq . -9 ­ - j � L- ­ r I- , -r ,- 9, . 'LL ­' . - 9 - I ... - ­'= - r _' ­ ­ 'Ll L-- �_ , jL _r __ - - r !.A'� . -9 - . = 9'- � -9 'L - -j �_ - - _r __ 9 i , , ­ - j-LLLj L -f- -- jL - L' ­ � .... r . 9 , ­­ r - ' 9- 99 ­ - -99- � ­ L' '9 - --- 9 - L L- -' L - j" j " ­ - ' - ­ -- _ � _ - --:9' _�­�L _ - '�L r N L ­ Lj , " . j�� j" - , r -- I _- --' ­ - -' r 9 - j 9 . . 9- -q, � ­ � j L L' ' � ­ I - I . " 'r L It 'L rq r' I— L -9 - 1 9 � � r- L - - L - - - � . ­ , � _-r' , � � -r I j - ' LL - - - - 9 ' j� - L j . . . L j r - r . - -, r - L - 9' � - _Lj j- 9 "_ , rL' 9 9 j -, __' "r ,Lr r j . ­ ­ L r , , _r - , - , " j- L L ­ L - jL_ - - - r . . . . . - -' - L L r - - � - L _j - - ' Lj j 9j-jj L " , � r - ' - r� , L , r r . . I - � L ' ' I Z , L . r- -r, - 'q � � j _�_ . . . . . � �j­ ­ L ' L r . - - . L- .9 , . 9 L, 9 ' r j 9 L ' j - j' ­ r , r , 'r r _ - I 'r L j -- j -_ _ I " - ­' . ­ . � 9 - . L r j , " L - 'L - - - - ­ 9 - - � ' 9 . 9 , LL � - L j L I L :_:� :: - , " - 9- j, 9 r , '_" , - _ _ , r "Lr , - j � ' L- LLj.-- ­ - j , r L j 9 ­ - j- r. - - '- jL r - '­ ­ Lr . r . I 1 9- � r j L - - - - - - j- 'L ­ - , � jL ' - 9 L j I L L': -9 r 'r - , � j- . L 9 9' I ­ , j L j9 -j j9 L L � - 9- , ' ' ' � � - ' � ­' _j j 9 9 9 �' L r .1 I I � - - - - � : , - - : � j . - j . I - - - - I ' � , I - .j - , -, j- .4 . ­ ::� -- - - . L -- - Z-:- - Z:- r- L � . , 9 ... - ­ . � - j L I j- - ' - -9- � gr - r r L 99 r 'L L ­ , j ' j , . ­ ­ L 9 . ­ 9 9 9 1 � 'qr - j ­ L � � 9 ' L - - LL - L- - - - � jL - -9- - - - - , - 'r, . , '9'r, _"'r , r ­ 9, -L j, ' - -LL ­ L- L j- 4 ­ ' ' ­­ L - . . . :: � LL " j" " . r L -­ - 9 , , , j r L ­'� -9 - 9 - � ' ' ' ' ' L- jj, 9 . jr .1 . -rf L"L - - - L 9 9 L '- � ____.". r- 'LL "L ­ . �" - �29 r .t�W r �L , - 9LL - 9 - - . j . L � L r ­ j L L , ­ r r � � - r , r -, r. r j ­ .- � _' - ' ­rL ' 4 - ' 99 ­ , � r � ­ , , g.- - , r " . ­ , L ­ � -�- ­ r , - , -L L, , , , r � _"L � r, - ­ ", � � � ­ � - " , -L j ,j . -999- � L � r '_ j j ­ + I . � -, - j � + 9-9 ­_ - - L 'rL - __ r - 11 _L' L ' 9 - LL - '- L . ­ - � - I I ­ 1 9 . I n '_ .. . � - L r - �' �� . � 4�' � _9 I I - -D _" - ,9. qe_'f - !Z r , j - - 9j 9 � 'L _r j - j L -- - j - -, ­ jr -, � -L _ _ _ _ r � - - L ­ r ,- - .- -j ' L ' - �- L- - '9- 4 - - . -r ___r .- __ 9.. - _j , � 9 - . � ­ r _� .�r r' 9 - 'L - - jj . ­ ­ ­­ � . . . . . . .-- I I � '� r . . L 'L � - --L " , , 9 - - - - - - ­ If Z)L, Lr ­ - �� ­ - � - � ­­ ". - -9 r. , , � � j r j -r ­ ' - ­ � ­­ - L . rr 4 " ­_ - r ­ , j -q, I ­ � ­ ' � � 'LL . ­ , � � - , ­ r grL. L q ­ - 99 ­ - , r, 9- " ___ _ _ - ­ j - r r ti, ­ 1. L"' - :LD - 9 ­ . .- j -- 9- 0 , .... .... - r- . . . . . - q_' 9 - . 9j jL'9 9 r r L - _­ r < -q:' Lj� - ' 9 L' - _ - 9 L ­ ' jr j r � r _- ___ Z > - q . . . 9 " -9 - - r -, I L - - - rL - 'qr . . , . . .9Lj' r . ­ 9L' � - ' , ­ - L r , I r . 99 ­ . jj - - , f � ­ q 9 . rr r q , 9 ­ Lj - 9- L , , , 'j j --9 ­ L, ­ , - -9 - j ­ ' - 9 Lj- r " ' ' L ' .+ L9 - - ' j" j ' - - - ­ ' � 9 ' � '_ - ­ r ­:� _r - _ _ _ j 9 - r _j - ­ . L . __ _ _. L L .1 ­ j I _j -' 'L j .Lr - - - 9 j . j 9, � - - - - ' I - � I jj 9 - _­­ - 9 9 ' '- - ­ 9 ' ' � j ' _ _ � , 9L . . . . 9 'r I� - 11 " L , j - 9--- -9 4 � ­ � � ­ . j - _­ - - Lj , , 9 , , 9 - , , ' - - - - . -9 ­ j - - - . - L 9 - L r j � L - - - L - L - 9 r�r L . , , 9. r r _" gr L - _' - - , r - , , L . ­ j , L . - . r r I . ­ jr j 'r - � , � j 'L - - L - � r j . r,rr � - L- - 9 j - L - . - ­ - j . L � , � � - - - 9 -, - 'r __ - - -, L - , r 9- L -jr . . . L r L - - - 9 - ' ­ - '- ' � - ' j - ­ - L � , j 9 � � ­ j � L - ­­ . . . ", - - , � 9- ' ' ' � '- - -9 � - , ,Lr __ j 9 . . . rL r r , - 9 L j ­ _. " - .j ­ , L - - - L- L . - j ' L- - ' - - L9 9 j . . . 9- � 9 - I � j ­ � - r r . j 4 r , , j . . . � - , " 9- � . r - 9 � r . � 9 - 4 9 9 9 Lq­r r L , ­ L' L'LL . . I- L L j ' ! � j' L , jr 9 ' ­ '- � - - - , L r jL � - . . j "L , r j . r 9 - r - LL , L - , ' j r L� ,_ r - ­ _<� 9 - ' �__ C)r r r ­ .9'L � r9 - ' , .9 r > -j > - - > ' - - , j � 'r � j , � j - ­ ' ' ' �j ' d - - _. gr .1 . j ". ­­ 9 - - L ' ­ ­ � ­ LL' r - � L+ - � j r 9 - _' 'r ­ , " ­ r r j L j . � � , . ­ - � - � + - ­ " ­ . ­ r � I - � -9 1 ­ " j - , 'q ­ ,j . . . . . . . - L j ' j � , � , . ­ � - r , I I I L. 9 .. - L - __ - � , . . r 9 �_ 'q 9 . - � r j - j - ­ ­ ' ' -9L '- - � �' j -, - ­ - 9 - < � ­ � j- ­ " , , ' r . � - . - � .. ___'_ �_ r L ' � ­ - _ �>_ 4 �>jr r� 9 - , __ � -- _ - _ r ­ L . j- " Ljjr ' j L -" rr - - - - L - - 9 jL L j j - -, - I L - j 9 L - 'r -9 - - � � " , . 9 , ­ ' L L �� r L -L' 9 - ' 9 9 ' , 9 r -L -'99- - j � L- j - Lr- L � ­ L � j . - L :' , ­ ­­- , ' -". rj 'Lr,- '9_ - - r r� r - ­9� . - � ' ' :1 " 'L ' ' _' - � " 9 j: L r ' � L _: 7 - 9 � � r9 L ­ ­ , 9 . r � ' ' jL­ j 'j < ,- , : j 9 - - L: � 4"L.- ­ '� , j __ V -r-- _ . _ _ L � rj . , - . . j I - j - - 9 1 . . . 9 ' < 1 _7> L - >Z'' - __q__ - � �Z_ ­ I I . + 4 -1 "' ' ' ' + > _> �� L - ­ 'rq L � ­ , - -- j Ll L L ­ _: _ . L j j - r � ­ j . � r - L �r ­ 9 L 9 ' j L ,j ' j '� ' i '_ , ­ . j ­ L q . . . � - L '9j ' jr � L9 gr -L. . r " - ­ - __ , . . . - 9- - I I . - 1 I L - rj � -,r-r - "r . . -, rL. -9 . . . . . . . . j- 9 ' j , q - - , ­ j . 9- . 9- rr­ 9 j , , - �r� L " j L - ­ - , , � 9 -- - ' j _< L j " - L , �­ � ­ ­ � , jL - � j >­ > L L , ' - ;' � - 7 - - _'r - L - - , � � <444 - ' ­� 9, - � I - r j - j ­ - "r 9 . . r> L ­ . ­ L ­ L - , r- j � � . . . . j . .... L r - _1� L L L' . . . r, r- I ­ , gr . , " L - ' ­ '­_ , _ 9- ­_ ­ 9- i j . . . . 9 'r 'j ­ j , , , r � 9 9 , � r ,- ­ ' ­­ j Lq L' 9- - LLr - j ' r- L - - - j 9 L - .- r- _­ . ­ , - - j _r ' , , j , , L - -9- 1 1 1 - I I ­ . - L , . r � � _r - __ - < - r L I� :L - - 0' -> ' - - ' - - ' - - - 9 - LL . . . ­ r r rr . - - - - -- - ' F� �� - V)r r � - - - - - - - L - . ­_ r r . r ,- Kr , ­ - � � � - - - - ­ ­ __ 1 ' T j' j L L � '_ �: . _ � L, _ L r ­ 9 j - r ___ � :jj � � 4 , - ' � -, j '_ � � , - r . ' LL L - j- r 9L - ­ 'r L � � , ' L j � jLr . . . LL j' - ' j L ­ - jL' , L r 9 � ­ ­ L, ' L � ­ . L L - - L ' ' ­ " - - - rj - - - L , L L � rL' � r L � 9 -9- - -r , __ . ­ .9 . " , , - - 9 L - , , - ' . j - � -L ­ - ­ , ­ L -9, r � r , 9, -- ' ­ . . . . L ' 'j L Lj - - - - L- r9- 9 . . . - . L L 9 - - j- - j . r ­ - , 4 j . . . 9 9 j . 9 L . . . - r , L L '. r '� 9 � 9 -'� j 9 L r - - � - '_ r 'L , ­ , _j - _ L: _ � � �' L j � ' : (n L[Z � 9 Z , L Z , - , 9 _ L 9 " - L -9 r �j r L - -j ­ L j , � , r ,9. � j L - L , j L ' ­ , -' j ­ - L' - - q j L -' - ­ - gj- __ rLr __ , , 9L � ­ r r , . r 9 r ' - ' - ­ ' LL . . L . 9 . 9. I 7 1`� 1 99 - . j 1. - r rn% 2:" --Zr-. - - 9 -r _' -9 . . . r- . - 9, - . r ' L ­ L - 9 , r - 9 9 L , r r ' ­ 9 - � j ­ ­ Lr -jj r, ':' .�"L 'L r -, - 'j . - � 9 - :- L r j. j j , � . - , - _j � j , , . -9 . - 9 , ­ ­ 0 _ - - - - - � _ - - (,�) 7- 7- _ _ ­ :­­�­' __ : - jL L -9 r - , _9 - - - - L - j Lr ­ jL - �jq ­ . . . . . . . L L - ___ - . - V) _ __ _ L.L j L-' V)- j; - - - - 9 j r - - - + 9 - 9, r . , � 9 , - � - r r 9 , 9 , . I , ,j � - , - - . � , ­ , - r- L .9 � ­ ­ 'Kq . 9 - - r . j. . jj. 1 - _:": ­­ llj . r " "r-9 'qr � L - - ' � , ­ r r 9 - r � 9L � r � L- - L r, j � L' - . 'r , -L , r , - __ - j , - 9 j r -9' __ 'r L , L _ - j' L - j - - � � _" ­ , j ­ - L - � , r r - � - 9. r . L _ - 0 T_ V_ co M r- 1- T_ IT-, LO in LO LID (D co 04 C14 M cf) co co 0 0 IRT Nr CY) M Lc) LID IN CN CF) (3) rl_ r*-_ 00 00 M M CN CN cv) 14t qcT Lli Lq cq cq Lq IQ 7 T7 IN (N (q (q LQ Lli ci ci q q cq OR r__ rl- cn M 0) G) C) CD T_ T_ T_ V_ c?) (T) T_ T_ (O (0 N N M M CY) M 14, It W CD oo 00 C) C) C0 cf) 0) CF) c?) cr) cr) cr) li 4 li 0 li li (6 (6 c; c; T-� V_� cli cli (6 (6 (6 (6 0i 0i (6 (0, 0) 0) 0) M 0) a) 0) 0) a) 0) 0 0 0 0 0) (M 0 0 C-) C c) C C) 0 C a 0 0 V_ T_ T_ V_ T_ T" T_ "r- T" T_ 0) 0) 0) 0) CY) CY) M c1l) M cn CY) CY) M c") 14, 14, IT qt cr) M It It It IT Mill It lid" 114, lqr ,it It It it It 't qq;r qt 114" 't 14" It qT (Y) M M c1l) I . . . . I I I I I I I - - I I 9+75'11 0+00 435 430 425 420 415 410 405 ll= 395 390 385 380 375 370 i 13+00 LLEMy I b+UU lk"rl V Iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� ci i . EXI,_ TINCT' ,SANITARY SEWER PROFtLE (E X7 ----.--.. --------- -------- __ -.- VERTICAL SCALE: I"=10' HORIZONTAL SCALE: 1 "- 50' - _ , - - ­ L _ � ­ rL � I I L I ( 9'r . _ 4, L 4 - -9 - - ­ I ) ; p - , , . , � � , , ­-, , , L L 'r ­ - - - L ' � - ­ . r - � - r - - ' 99 - LL r r ... ... _- ­ 9 � -9 " ­ , � � 9 ­ ' - r - - r 1 "---' -, ­ _+ �' r 9 - .9 , r � ­ - JLL L ' -9 � 9A ) � I ­ - , , - L ' - 1, � ­ - r, 9 , - ' ; � r' -, L L � r -- L - - - - Lrrr'L , - - ' ' - - - - - - ___ , 9 , r ' - - L - - - - r 9 L ' " - ' 9 9 , i � L L rL " � 9 . r. L_ r gr - - L - . , r r - L. r . , ' L ,- , L r L- L - 9 � , r- , ' L ' ' L 9- L - ,4 -'- , , L L L -L , --rLLr __ , " - - - 9 9, 9 , ' , r, I _r ' --- ' L - __ _­ , r , , r " L , , __ r 9- - r " L � " ­ -9 ' - " L- ­ , -L -- - - ' L -- L L , " L . 1 L - - - � - I . . . - -1 r L ­ ­ 1 r I � I L r ­ , __- L , I ' r -9 � I I � r Lr r - , - 9 " � 9 , , LrL � , r � "gr 9 L ' L- - - " " - ' ; L � L ' -- ' - 9- �­ L r I � � - 'L ,I I I '--' � L � . .... L , _r ­ - - . � 9 9 . . � , . , r ­ ' ' - L I - ­ :Z _C � ­ 9 rr ­ L L 'LL L--'- . . I I ... rr, ­ ­ - - __ ' L L �� - - - r , 9 , - 9 1 � r . r r - I r- r, 9 � L 4 r 11 - ' ­ - � 20-- LL - -, r "_ - ­ ­ -, - - ' Y� � �� - , - - - � I L ' - r9 9 r I , r "-- q � - - " - - r � ' 'r- - - JLrrL ' ' 9 L- � - - , ­ - ' - - - L . r , L - 9- , ­ L - L � 9 � L. L r - . 9 - L" ­ � ­­­ . . . ­ " 'r- � L . . . . L - 9 L- r - r , - r r ­ � I . _. I . r , , � _- - � , L - L � r, , I ­ � ­ r - L ­ L ' - -- , r, � __ . 9 , � - ­ - � - 9 9 'r I ­ - - ­ , - - - - 9 r r 'L r i ­ r ­ 9 � - - r ­ 9 1 1 , � � � L' .- rq ­ � - 9 _r - - � - I � - I I rr 91 "L - - - - - - - L � - . Lr 4 _r r � _' I I ­ . r rr I . r , - L - 11 L' - I . - -9. 1 - I . rL' � - , r � L � __ - _ 't. T r - .- L _' I _�� , _ _ - r - I 1. L 9 L'9 � "L i - ,- r- 9 , 7 ­ i ­-' " q ­ r r - ­ 'r , . - .- , " ­ - , � .9- 9 - _­ L ­ 9 ­- 9 r 9 . - 9 L ' - I I __ I - I ­ 'r . L . ,- - L r, - L - 9 L I " L - " - ' . r , L ' - , rL ' ' i r ' - r . ­ r r L ' - ­ , ­ � . . . r L L L ' . r , ' ­ ' ­ '- ' 9- ­ L 11 . 1 L � ' - � r - ­ 9 - -9 - .. I � 1. � r - 9- r _" � L - . r- "I _r L- I r. -L ­ " r , '- L � I ­ � r , r - r . ' ­ . -9 � - , - 9 - ­ � L - ­ I � 1 . ' " " � ­ - LL L ­+ - r - , rLr - - . � -, , , � L- , , - - r � � , ' , L ' -'r - '- L . L r' ' r I r, , ' I � - L � I 9 I 9 1 � ­ r I ­ - - i . . � - - - - -9 ­ - , _ 77 - , , r � '_r - r- --i r -n I L '­ - � - 'r , I , LO r'j - 9 ­ - 'L . - - ­' I i z ­ - - ' I L ' - L ­ ­ ! L" � ­ ' - - - � 9 - � L - I .1 r, - r L L 'q - - ­ I . ­ I - . - ­ 9- � - - L, ' - , ­­ r. - r � ­ . ­ _­ 'r L -17'j-*r , 'r !�� . 9 a:: L q ­r r .--' ;�' r ' 9 - 9 - L r � � "' ­ � ; - � ­­ "j , r __ " - ­' 'r - r 9 9- L- r r � � __ � I- I 'r - � , , - r L 9'- � 9 ­ __ , r 'L L .9 r _Lr " , , . L ', -Lr _ - I � ;:� - . I :17- , " , 9 , .- L - L ... _;� L r " -9. -r ­ L I i ­ ­ . . . �-99­9 � L � - '-t " ' ­­ -' � LL .q. . " ' 9 - ' L ' � - 9 - 9 r -r. , - - 9. L - � L L . . . . . . 'rq i � ' ' ' 9L LL ' ­- � 'r . . -9 9, � r . . . . . . gr, r - 9 ' rr -- ­ ­ _r L- 1 � - - - 9 ­ '- L r . _r - - 9 - , - L , ' ­ . r - rL ' -9 r 19, ­ ' - r- , -, , 9 . ­ ­ I � � - , , - - 9 - , 9 , � � , -, � � , .- r - . � - I ­ L-' .1 . - -- � - L - - ' ­ ­ '- �' � L_ ' - ' - _- �g L- ' � - � �� ' :± . , , , __ � "_ :2 9' ­ ­ L ' 9 � " ' -9 ­ , '_ 'r , L , � - ­ L - -, rr � ­­ - ­ -- L 9 - " - - 1 9 - I ,� L- i ; ' � - L -9 LL ILI � - , . r ­ L r- r .9 r 'LL 9 � r .- . 71 I- 1-9 9 ­ , " 'r .110 _.� . 4. 19- LL ' "' ' ' VQrr 1 4. - ­ � - ' , , - ' L ­ L ... r , � , � . , 9 LL ' -9' 9 " - -q- � T - - - :M- ­ __­ 9 ... r � r � . - ­ --- - ­ ' '- ' ' - L - ­ - - L --- ­ � '_­ -9- 9 9 - -- ' LL r - r r - - - - r , __ - , - , - L - _rr' L � ' L - , r 9 _r , � � L , - ' -- r , 9L r- - ­ L+9'r-" , , _r r , , - - 11 I 1 -9 - - - L I L 91 ­ - L999 � - ­ L' I 9 1 ,r I I r ' � I �L 'L - __ . ­­ L � Lr M f�_ - - r L ­ - r'r, , , - _ i - L ­ rr � (' 9 ­ '_ ­ ' r r ­­ r _­ ' � - ,- , - 9 , ," , , - r- 4 - - L ­ r -- ,- 'L ' ' ' L � L� ­' I 'r- , L' ­ r r q , .9 'q r L �4_ "' L 1 1 _6 , , -9 . . . . . . L __' [�� L _q__ , r, L ' � - , ' ' ' r , � � � � I L. r. __ - ­ r- , ' 9 , 9 , 9 . . ' L L L � . . . . ­ 9 9 'r � . ! ' - L � r ­ 9.1 19, . I - L L L � " L ' 9 r ,- 99 _' r , L I - � ­ - � '- ' � - 9, 9- 'r _r ' 9 ' L - � L � . 9 � � I 1 91- r 9 . 'r L ­ --- ­ � 'rq' - - L- - -, ­­ r- ­ - ­ 9L ' LLL 9 9 - L I r r 9 . I I I � I ' ' L L 9 gr- r ' L rL - L I -1 " 9 , r ­ - 'L � -9 . . . . . � : - - . '� � ­ � - - ! . . . r � 9 - - r - - � - - - _ I I - � , L'L L ' "', _' M M M �_ -, r- - , q - - " .. , , , L -9 9 " L ' ' ' 9 " - ...... 'q ,9 - - I 1 9 i ' L '9 ' ' L , , " - ­ I . - � ­ �r r ­ . ­ 4- -r 4 r 9 "L' - -L � -r � . r _­ _ , 9 99 r -9 i4 _ 9, r- , , , 1 9 1 �' r - - - ­ 9" - , , I r -r- __ - - - - L L LL ' - I I . fR- -9- - _ r- ' -- L cn i L - r , L--9-'; , r- - - r ... rr ... " ­­ L L ­ j - - - 9 ' L ' -- , i r . . . 9 - - - - _r ' L 9, - - , , ­ r L ­_ L - ' ' � - � - ' L' 9" L rr- - LLL - L - LL , - 9 gr - ' ' L '- - r - L- 9 � r � . . . _ L- � � r r . - � � L, ­ ­rL 9 , ­ 9- -L -' I L' �5 - - � 'L .- I � - ­ ­ _�_ I ! � ­ L'L9LL 'r ' ' L - - -- - - L - - 9 . - L -' � ' L' ' - Lrr � :�q­ Z) (lq ". - - gr _r L L � L - � i � , r rr , L. - � ­ I L L'-' - r -r - , r ­ _- 9 , L - , L - -, . 9 'L , 9 , 9 I � � , 9 , . � - r Lr' - ' ­ L ­ __ r __q , ­ " - L � - . L - L - 9 - . L ­ -r L ! L.- � ­ ­­ 'L' ' - , 9 L, L I I L ­ - 9- , , - ,- I " - - 9- " .- - - 9- I a_ r ­ - - CD cp L ' 9 ' ' ' + L - - L ' -r- -­ L- '_rr s L L L - ­,­ I z - ­­ ... - .I ­­ ­­­�5 11 L ­ IL.0 0- -LL" L . � r " _­�'q --- L -'"'r' i ''"', -'-L'- ­ _r - L' ­­­ -' "-L"' ' 19 L- ­ r - , r L 9 r -9 ­­', -L 9 L I � - 1 9 - I - 11 - L 9 �"­ - 9 1 ­ r 91 . � I - I L r - L L - - 9 ­ - -9 - ­ - r - � L_ ,- +' Lr , L r r 9 9 'L � ' " L , L I - 9 9 r � Lr 9 r L 9 L - - ' � � 9 - , . , .9 I­ r ­ r , � L , � . 'r � � L .... L - � L - " L - L r � rr r- ­ 9' L r - � -- L L- i , ­ 'L , ' 9 , , - r L � r � L L ' ­ r 9 _" - , �' . I 1 � ­­ - I , ­ , , - . . L. -9 , '9 Lrr L L- - - -, , "_ ' r , ­ L rL - - r r L ' ' ' ' L ' ' ­ . rr ­ ' ' ', r L -, ' � - ­ ­ - , __ ,� I I I I E_ � .. . .... -, ' - -'- - , 9- L L9 . . . . - ­ I- I I . 1. L ' , - L ' _- . . . , , , . , r, , , r rr I ­ I � I . � 'r, - - - � � ­ . - - . - " ' 99. L ' ' ­ ' ' ' " L I � - r -9 L ­ 1 9 . L L L -9 1 r r ­ I I 1 9 -1 ­ 19 ­ � "L � - ' ' ' L - - - - q grr ­ . . . ­ . ­ r � r - ' 9�L r , 9 . -' ­ 9L � - LLr r - ­ , . � -, ' r " � ' L I 1 9 L ,- - -' � ' - � r � 9 ' . � 9 - _" _" . L 9 r - � ­ L ' ' - 9 ' ­ - ' ' . 9 1 - I - 1 9. 1 r LL , L r " ' ' _­ - r F L I I I I j gr , ' � , - - . I - � I ­ rL , r , - I . ' ' L L �__ ' L , - - -'--L L r, 'r , - 9 r 'L , L ' ... . r 9 - - - - - -9 ­ ' ' -' ­ 4 ' 9'L - - 1 9 1 - ­ 1 9 - I '_ - , - ' � ­ 9L . ­ . , � � L ' L LL ' '- - - - . � � 9 9 , L L r ­ - -L q LL r, I r 1 -9 11 1 9 L L I 9 L ' ' 99 1 - 99 9 L 9 - � ' ' L �� L � I , r r 9 ' ' L ' ' ' L � � r , " ­­ . - ' , -' r __ 9 � . i 9Lr , ­ � - - , r - - - - L - r , - . " r- L , ' r X- ' ­ "� - , -9 - - - ' L- - , ­ r4 , - 'r L., , " ' ' - ' ' � ' L _ ' r -, - ' I � r 11 Lr ­ L ­- -- , . � q ­ , L 9 . 9 _r ­ 4 , - � r- r � - , r ' - - ,' -, r L r - ­ � rL , L L I j - ' ' ' ' - ­ i ­ L L r L ' , " L -r ' L L L - - " ' 9" L LL L' - - - L - gr L- ­ r ' 'r - " , r - L 9 - L - - '- - - - -9 9 r L 'L - ­ ' 9 + - - - ­ � 9 , . - - , , __ __ , r - , . ' r . L " � . ... 9 r r - - ­ r - " - '9' ' '-- 9- - , - 4 q . . . . . . . . . . . 9 ' - - " 'L - _' r - " , L ' .... ­'­ '- � __ __ ? � . L , � ' ­ I 9 . . r , 9 r � L . r 9 q . L ­ L- - � I - - L - I , - . L � - L -L - - - ­ L L - -1 r . ' L L ­ T ! - ­ rr � r - - L 1 9 - . - L 9 1 . I I I � � LL L 'L L - - ­ ­ ' ­ - - '+ " L 4 - -9. - . " � , L r L ' '-- 'L r ' L 9 � , r r ­ ; 'L ' 'L -' ' -9 .... L - � r � L ' L ­ L r . ' " L q � _­ " ' L ­q � - L � � I � . I . � r r 'L r- ' 9 L L -- �r, - ­ ' LLL - I � 9- , ­ ' L - = - - . r L Lr � r -9 , 9 r - � ­ ­ - 9- � - " ­ "I ___ r , " 99 ­' - '- L ' ­ " __ " - -, 9 ' r L __ __ ­ 9.r ' ' L , L L ­ L - " � . L- r L 'LL 99 . L � L r ­ . I I . L I - - L - 19 � 9- 9 "I 4 r ... � ­ r L _­ ­ L r , 9L .9 - r L " LLr I . . r. ­ 'r ­ ' ­ ' ' - 9 9 L ­ L , ­ __ . � - , � ­ r " . :I � � ' ' L � r �­ L I I - - _'r 9 1 .1 - , , -'r , r I - I L r ­ I I rr - I 1 9 - - - r' _. r I L 1. -r ! I I L -L , ' ­ - 11 � rr I r 9 r � ' L L L .1 � � - r ­ L r 9 - 9 - - 9 -1 � 9 L L L I I I I . I L - 'r . , - , � 9 9 . , " ­- ; L ' -9 ' - , , -9 " 9 q - 9 9 , , � . 9 " , '- - . 9 f i , ­ r , r ' L , ' ' ' ' " L ­ L 9 L ' .9 ­ , r . r I - 1 91 1 r -, , rL -- ' , r L ' � I I � � -1 - - - . , i L - 9 . , ' L L L ' �� ' ' L - ­ r ­ L L - - L - - . LL . - L ' - ' '9 M r -9 , � - - r - L r - L L9' � 9 . L r.- q . r L ' � ­ 9 L L9 9� L , r- L L r 9 � � � . � . , ­ r , ­ , , ­ , - I � . r " . r . ­ L ­ 9 r . - 9 'LL ­ L_ ' r 9 , ­ " � ­ 9 1 .9 r 11 1. __ - L L 91 r r L � ' I r ­r_ 9 L ­ ' . I � 19 ­ - - I - I � I � LL _r ' ' L' - , L r, 'r - 9-1. ­ ­ L -' ' L L I - 9 - I L ; - z� - - - - I , -9 L ­ r . . ­ L- L I I I � . ­ � � __ - L ­ - ... I I . Ll Ll L , .- L - I , ­ " L L ­ I L - 9 9 L. , , r . rq '+ - L - ' i - r I I - 9 11 � 9 � L r 9L r , . , 99 L- , - 9L L " L , ­ ' ' - - L L ­ r ' L, - 9 ' - L , r , L r r , ­ r - � r r L r ­ -- , r- L I � L r � 9 r . r - - - r .- , , 9 r ­ I � - 9- ' L - - L- , '_ '__ , " 'r r, 'r ' L ' L r r r.9 9 - r 9 '- L ­ � . , 9- 9 . _ . L ". 'r r- L- LLL . . . L' ' 9- ' -- � _9-9 L 9 L ' 9 - ' - L - L L ' ­ r'" , - r r , , , , , 9 , r L -- ' 9 ' -99 . , 9 . 9 r L' ' - ' - , � L ' ' � I - - ' L ' LL � ­ � - - �� - L ­ - L - , ­ ' LL ' � - - - ­ - ' ­ , , 9'r . � L 'L - I I I I- � - r � -1 L' - r 1 4 ­ L9 -, -- L - - L r 9 ' r I - - I L 'L - , L' , � " L ! r � ' ­­ ' L q ' L ; � - . '9 L ' ' 9 ' � - �j , I 9. 1 - " L'r - � r � � � ' L' . , -9 � . " , r 'L' - 8 _ L. - ­ � _r __ - " - ' . I § , r ' L 11 L' L-, ­ I � . 11 L , , - q - r -9 9 , " "L L ' -L" '� ­ ' L r 9 � 9 � 91 L'-' ­­ - - - ­ . L ­ 4 'r ­'�-- � L I ­ � � 9 ­ ­­ ... ­ ' 9 ­- � , =L --- '- - -1 r L L 99' --- .19 ' ' � �� . - '9' - r � , " ­ ­ - ' � L - - I 11 - I ­' ' I I � - - 9- , . 9 ­ . 9 ­ � - 99" rL L - 9 1 91 � I - . - - 9 - � r � ­ - L - - , - ­ r I I - - - - I - - - ­­ 9' 'L ' L ' L . - � - I - I , I I � � LL L ­­­ ­ i - L r L . r _­ - ­_ � r " , L , - "" � � 1. - 9 - . 1 9 L 'L - - - - r- , j ­ , ­' I - il � '- L ­ r, , , � r L ' ' � ' 9 9' � . L - I - -1. -1 , . r, - . � I - L L L 9 L r " +_ , . 9- 1 I 1 � � � 9- - - � L' , L L - 'L ' ' - 'L 9 ' L ­ , , . - , L L ­ ' " - r- r _��' L_ L L r , "L, L ­ 1 9 +_ r 9 ' . � 9 1 - - -, r L ­ ; � r gr - � I - . I � L 9 'q , I - ___ �7=9 �­ , L r L ­ 9 r 9, . - L'r . . IL I , . r r r- -L L L L 9 - . 1 � 9 L � �-_ Lr= L 9 7 ; ; L ' EXISTING GRADE "L . 4 ......... r L .. ..... r - L , �� � 9 - ­ r L --r' L - 9 r; 9 ­ r ­ rLL ­ I L - - - ­ ; =L - - - L - -__' . � ' � ' - LLL' -L�'- L -'-' ' ' _­ , - ­ ,.;,er - L __ ,-r .1 , GRADE --- ' blP(jSED 7_7'1�ii � � +' - � ­ -, ... r , r. - LL'-- - - - L - ' L , 9 -9 - , r L - 9 � � I- L9' , , 'I 9 , � , . - � ­ � , r , ­ r � L � ­­ L L . �� - rL Lr LL ­ -9 ­ - " , 9 " r ' '9 ' ­ r- ­ 9 r r r - - - ­ - 9 , " -- L - 'r- ­ , , r ' � - L - L - � 9 ­ - L ' , 'L . . . L - . . . - ­ 9 � - L - - ' - 9- _r . _r - r- , L , - . � - � r � � L- ' qqr9' - � - - I � . I I I � 'q- -r L r I - 'L -4 1 r ; 91 rq _r 9 ­ .- 9, r - I � L I -, 9 � " . . L j r � 9 ,_ L , ­ L - � qr ' � L'L -9 9 r , _'_ - ' '9 - ­ ­ ­ r - ­ . ­ 9 1 � I . - - r _' ­ �- ­ , r ­ ,- . ­ ... L - _r , r L , 9 , r . . . 9- -- ' , - __ - r ­ . r L � . . . . . . � L-9 L 9 'r I ';�- � � L 9 . r r r _77 � r , L9. -1 L I . 111. .111, ' '" - ­ ' ' - 'r - LL' - ' L I I - - - 9 I i �r �- . " ' ­ L ' L " 9, ' I i r , - L. , 1, � r, , LL � - 9- ! r - - - - , � " - L 9 1 1 ; ,- -9 "r , - I I - - I - , " ,, ,gr . " L_ - ' ' -9 ' ' - " � r L r L, 9, "" , -, 9 L 1- ­ . r ' � , , r -, r - 9-9 - 9 r ­ r L - LrL ­ 'rL , .r. - - - '- L 99 1 1 .1 I 9' - L " gr ­ � , - ­ r - � L - 9 , L, 'r - '- ' '_ -, _r ­­ 9' - - - � L ­ L 9 r � -1 � I 1. . 9 1 - 9 � L ­ ' I � -Lr 'L - ­ r - . __ _. 9. -r - ­ 11 I I r L' � - LL L . . . . ­ � L . 'r . - rq I ­ L9 ­ 9 � - L- 9 r '�� �� J� r L 9, ' � ' LL - I - � I - '_ L , ­ L?r_r I . . . Lr L- r L -L q L , '_ , - rL - ' - ' ' ' -, +- ' L ' I L - "' ' - 9 ' 'L , L' - 9 ' 9 . . . ' - L r -9 r - � , , -r , , " .9 - 9 , _ .9 . � 1 7777� L X, - � _ , , 9 , , L " 'r ' _� q � � LLL ' , I I � � � � ' , _ ­ '. 'r. ,�� �' L L � ­ � i __ r ­' 9' ­ _r r . 1, r . . . . , ' ' , r " : Z:�� I r L, r r .- . . . , ­ 9 � � - - - - - - - - - 'L r - L , - ' L � - r , ­ - � j I � I - r L , ' ­ " L - - 9 L - . 'L '-9- , Lq - - ­ -q, - � __ - - - - � ' ' L - - ­ 1 9 - � -4 ,r ' . r 9 - - - - �' ' " ' LL L 'L -9-L � - L' - . . . . . . . . . . . . r, gr, " ' r' . . . . " r - 9, , - , , - " 9 9 , r ,-, , L r '­ LL ' - gr ­ 'q , � I . � . - ­ I I � 1 9 - rr ­ I ' � � I 11 � LL L r, 'L L, , , L r 'L , , 9 L 9 � r , - ­ ' -9 � ­ , 9 9, -9 9 L - 'r ­ ­ ­ - r ­ ' r � - � I L rr ' �7, "9 ' - � - - r �7' _��' . - - � I I 1 - .- '_ Lr ­ ­ - 'r 9 - L , 'r, - � frjr ' 9 11 - - . - � L-9 L � I r - ­ ­ 99 Lr -9- ­ L . - " i L - � ; � r ' L ' - L 9 ! i -, L - � , - - L " - r -r - , , -, � ­ ­ Lq 9 'r - I -9 ­ _r L . . . r . . . . . . . 9 - - 'q - ­ Lq , 9 9 9 9 � r - L , ,- ­ ­ LL ; 'L ' L - 1. I I . _'-_q ­ I 'L - - � 9 .- 9 - - - r- ­ - '- - L9-' � Z rr L r r - � L ' I t ' 9 L , " r L r rr rr r , _r � r , , 9 . . I � 9 ' -9' -LL '4 ' - r . " L ' " ­ - L , 9 q - - - r -, - ", - Lr . 9 9- � - L j - L ' L L- � L ­_ . '_ ­ Lr r - __ , L- r -'r 'r 9 ' - � - - 'L - L ___ 9 9 9 9 ­ _'q__ , "r -�­ ­ - L L' ' , - � . - r r - . , , ­ � . . . . . I , . r- L ' L ' "' , -4 r. . . . 9 L r 'L . -Lr ; -.4- L 9 _ I - 91 . + L "I r� - � - ­ L J _ , L- 4 � " , - - - - - r . , - .- L L _'_�' , L r r 1 __� -' . ­ � L � 9 , - ­ L , L_ ­ ��' - � 9 1 - . -9 �_ , - 'L I L�< L ­ - - - ' - "'�r L -4L _-r � _' - , � ­ , . L , ' L " L ' ' L " ­ r . . ,rL L. r - - . , , 'L - " i - ' �­ � r 9 .9 9 ­ 9 L - 'r r " LL � ­ - ' - I - ' Lr I I . I --' - - - -9 ' 9' - ­ ' - ­ L 'q- - � ­ L- -- - - � . . . r , - , 9, - - . L ' 'r -- L 9 - ' L - - 9 r - - - . . ­ __q" I I . -9 L . L L ' 9' -- - rr . L.- r ­ � . � - - . . � . - 'q Lr"r __ ' � L - _r - . .- � . r -9 - � r L 91 1 - rr � 9, - 'L � � . � - r"r - . _ L � Lr - , L L ­ -9" L ,j - r I I r I . ­ � -- - - 9 -4 L ' r 1 9 'L . . � ! 'r gr r , . . y r r '- Lr , , r , r , L ­ - L L - L L , , � , r 9 r I ' L ­ . . -,- 'L" ' 9 L.9 r - , , 9 '_ ' ' � r ­ - - ' , r - 9 , - , 9 , L , , 9 'L L - L ­ ' - I .9. . +' - . r 9 , � L ' ' L L 9 9 r L 9 � ' L - I - , r , , 9 L � r � I r L , L L . . . . - ' 9'99 1 1 L L .1. 9 r - - L -9L I . . . 11 - . -9 , ­ rr - L IL L ' ' - + IL - r- I L 1. L 9 9 , ­ L ­ -L - � , - - 'r r 9 . 1 9 - I _�� - - - - - - - I - r / - L L - - - - - - - - - - �_� �9' ' ­ ' ­I�L L -L' . L L 9 � ' - L ' , I , - , , __ 9- - 4. - L . . . . r , - L 9 , r _ I _ , . . r , . 9 r - _ . . . r 9 r q , . - r . � 'r I - L '- , � r r r - - - r r q 9 . I - 9 . I i L'-- . I 9 ­ ­­ ­ 'L 9 r - I - L - ­ r - , . - - � __ - I 1 9 1 - � L- I __ � - 9" . Lr - - - 9 L ­ . I I I . - , q - , ' ­ � - .- LL ' L , i L 9 9L , ­ � ' - � � 9 - r ­ � L 9 ' ' � _- L - , r L r -, ' - ­ - - - - rr r - ­ � r- . L � . L, L . L' � - - - �­ i - L r , r, - - 4 9 , ' , L ' - 9'r ' ­ '- ' '- ' ­_ / A 9 , - L -L 9- -r " , - - , L ­ � L' rq � � , . c � . L L _ - � r � . - � , r 9 - r '9 L r L ' 'L . gr. , � - ­ - '- 9 � '9' qr- - � - I 11 ­ , .9. ­ L 9 L 'r � ­ L+ ' 9- � I L " r 'r � I , ,' 7= , _:'7� 9 \9 - L L - , 9 -, _9 9L - , 1 / - _' � r/ ' ' , ­ - L - r � . __ rr , r - L- . ­ - , I r , " - - ­ 'L '_� r _' _r 9 ­ . - 9 1 - I - - -9L - , - ,- - r gr - , - ' __ - 9 L _r " L_ r q " ; ; ­ - L -r" , , , . - , L Ll ' 999 ­ 9 'LL ­ ­ 'L r -, 9' 9 . . . '- L r r , 9 , - , -L - , ­ 'gr , , -L - 11 r I L TDRM 9 , -, , , , , , , - " L 'gr I �� 'r I . .- , , � _-m:� MAIN S 1 I ' L 'L . , r 9L - ­ � '­ _r .- , '_qL � I L L- - r , � ____' . _rr ­ � 9 11 . I I r , . r - 9 ­ I - 19 � ­ 9 'L - - - - - - - - 9 9 ­ - 9 � , � r � . . . '7����� i 1 -, ' r - I I Ir 'r -9 � . ­ ; 9- � I r L r - 99 L ­ � I , � . � r � - 9 � 9 L L , � ­ -r 'L � ­ � � . � r . ­ 9 . r 'L I I ­ . - L' --- ' - - 9 1 � - - r '_ r , - . 9 - ­ - - � - 9 - " L - ­ i _ � , . , , , � . 9 , L r- r , � . .1 9 . - 9 4L - �� I L- L L - - 9 � q L � , - , ­ - ' ' , � - " r - " I - - - - ­ - . . . L - "' L 4 I _' - � -, " � -, r L - I - J�_­'_ , - _ L � L -' � � -9 � � r __ � - __ r ' ' ' L - . . . q ­­ - - - ' , " ' ' � r i , ­ r, - - LL" " r 9 L ' " 'L . . . r I I - gr. 'r ­ - 'Lr - L- q ' L, 'r " -9- -9 , - , 'L , - ' LrL ' ,- LL - - - , - -9 " - - ' L " - ' � 99 � ­ L - ­ ' � L, .- 4 � 1 99 . � .9 - L L ­ I 'L - ­ I .� 9L I I- '­ L - . 9 � i . - 'r L " L 9 L , - - , - , , . _'r , - - 7 , Lr - L 9 9-9 '- ' ' IL'L.,t - 1 9 L r . L , , 9 - � L � LL r, , r L' ' " 9� .' i r 9 � . . . L' ' , � ­ . L' f� , L . '_ ' � - PjPELrq.L8-' I r L 9 L rL 9 ­ _' ­ � 9. r ' 9 1 . , - � r ­ -, 'r - . � ' , - � L I L I - , . ' L ­ L � -9 9 . ­ . r - L I - - - - - ' ­ 99 9L -' - r � � - L - ' - L 9 -- L- - ' - . L L - " ­ _" 'r . - - ­ r. ' '- - " L- I - rL' 9- � ' "- I L 'L L , rL9 . r 'r 9 � L - - '- - ­ 'r L 9 , L � -9 � r 9 , ­ .-r 11 ' - 9L � I I - . ­ I 9r _- L -9. - . I -1 ­­ "L ­ r , ­+ � "I � � __ � - - - - � r _ L ' L--'9'- ,- � ,rr , I -, 'Lr I L L � - L 9 - 9.1 L L ­ . � -L rL , - � -1 I 1 -9 - � r . _ - L - ' 9 L" ­ _ � L 9- r . - L'9 r I r I 1. ­­ I I— - 1 9 ­ - . 9 I I- r- , , L- ­ r __' 11 _ ­ L- j -' - � � L -- ' ­ ­­ r ­ I __ ­ - - - L , 9 9 . . . . . . L9 , - � -' � ' ' L � L' -L - __ L- L L ' L I I I . � __ 9 1 , � L - I I - r ­ � r ­ ­­ 'L q 9 " L- ' � - ' ' ' 9- 9 ' L- - � ' � 11 I -9 9 � , ­ I . I . L -1 .1 . - 1 9. L '9 1 11 _r - Lr . L ; ' ' - __ - r - ' ' ' - __- , r � . t 9 ' - L - - 9 r - - - ' � L 9 9 - . 9 - I I � - - - L - - L L , L L . 9 L r - � I - , - _ � �� - L _ 9 L - q ­ . L'9 r 9. 9 . I r , � � . ? I --" ' - L' � r- � 'L 9 -- ' ­ ­ , r 9 r 1 9- . - � I C�) 9 r I r � , ,- , r - - - ­ � r L r . L � ­ � � - � - - I . - L ' ' - r .- L I CD I rr' - -9r-L - , -, 9� 2-' ; 'D I U L' -rr-r, __ = i � - . L gr L I 9 9-1 L " r 9r I- I � I gLr r - r - r 9 __ - _r L L- - L I ­ --- ­­­ 'r Lr ­­ 'I I 11 LILL r I I I __ ­ 9 L r 'L '_ � , : I . r - L- " . L-9 -9 - - - L L , -, - - - ' + , - _ 4� 21 q-, -, , , � - . 18" P Vi L @r"0.49% 'L - 2157-411 - r - L L ' ' L ' L I � � 9" - , r L -L -9- 9 -, L L 9 L ­ L � ­ L' L- i 'L ' - L - � - ' 9 ' ' ' � " - L L - ' ' - r . . 11 . � 11 11 L 9 1 ­ I I I . 'd 0 - L -9- 9 . � - ­ - � rL - ' � I U - - - i - r 9 L � L ' " L ­ ' - - - - ­ - _" 'r ­ -- ­ 9 ' - L j � -L-' -- L -_---" 9,____- . ­ 91 1 - . � ' ' V.1 5 � q _ 1 84-, PVC L L@ 1 6.82%--- ' 9 - ­ .- - - - - r - � ­ - _r - ­ ­ . 19 . 9 , � ­ L L __ I 9 L L 19'r - I r , - - - go '93'r- - , a., ' 'PVC' 9-0.52%- rLL I . I - � , r 9 9 9, 9- L . -9 . - ' L L ' L � L I r L 9 1 .- L 9 . L 9 9 r .9r, , i 'r _r - 9 r .9 rr'� � - - � LL r , , I I .11- L - � 9 ­ L' " - 'q , , r � 9 9 . . . -L - - rr L � - L .1 . I I - - L - � r ­ - - ­ - , r L r L T , . r . r- r 9 __ L " - . , � ' L � - - - r , , 9 4 r - " I � - __ I . I I - - , '_ r ' _ , � ­ ­ - - - 9. � - , 4 __ ­ -, � - I ' � L ' - ' I- I r. L L _9-9 _' . - r , - , . - ­ r L L � - , I L ' ' r 9 ­ . L I I . . � ==__=::� r � . ­ . , , 9 1 9 - 4- � 9 � - � - - I r- - - - - - - - - �' 9 'LL'rq 'L , " L I I 1. �� L_r L - � , , 9 - 4 � � " - � - 9- 'L " LL'L_' "r r" , ' ' L' ' � .1 . .11 . _r 'r 9. 9 ­ L , L . . . L ' '- " 9 " 9 . . . . . . 9 L, ,- L 9 . -9 - , r _" __ . . � . . "L. . � 9 ' 9 L . . . 9 , '-9. L ­ ' - Lr L - ' I 1. 9 - 1. LL' 9 r - �- 9 L � , ' I � , 9 : 9 � L ­ - , .- , � - - - � � - ­ � r ' 4 L L' ­ ­ L - 9 -99 ­ . _' r-, . - 1 9 ­ - . � � __ r - , _r r . . . . . . . . . . . . . L � - � '- � - ' ' + r- " -"- - - L L L' ' - '9 ' _ .1 9 r -9 - 9, - rr ­'­­ 'r � LL L 9 9 I- I .1. - . . - I r L4 - -9 rr - ' L - - _­ - � ­­ L, ' - - - - - - � - '-' L9 , L, ­ , - + q 9 -,I- 'r r 9 , r � Lr 9 , - - -9- , 9 ­� - '­ . 9 , - 9 L " , � 9LL L � ­ ­ ' � - � ­­ - - 9 - ' - ' -- -9 . . . . . . . . q 9 - L L � L 9 L q . . . � gr ' ' L, L L- 4. . 11 Lr L L L " ". L - 9 . ­ " ­ ­ L, � � � I I � r- 9 ­ L . . . . . . . 9' - ' - r r 9 L rLr r 9 , , 9 , " r ­ I . .91 �- I L' L ­ - , , 9 ' L LL � � I 1. 9 - ­rr -9 " , ­ L 91 __ 9 r ­ ­ , - L r r 9 � - . 11 9 - - L' ' L � r � , ­ L- ' I L rr - , I I 1 1 j. I r - 1 I � I 11 1 , 9- - r - ­ .- L -- '- - ! - 9 1 - � L '- ' - r - � - - � r _' -1 I + , ­ ��' , , . 9 L - . - L 99 19 9 1 .- L q � r 9 , '�_ r - - - , � , r . . . . , � ,- L I . : L- - ' ' ' . -9 r -4 'r �­ -9 L r , L ­ , LL L .'.'. �!I I 9L 9 ' . 9 1 � L L . - 9 r I r 9 1 L , -L' - 9 L ' L � .- � - r" - - - _rL , � L r - L L L ' ' - -- r ,- r � L L -, L " ­ ' I L r" - - ­ - - ­ r 'r - 9' r I , -;t, r, _­ r - . Ir. � I - ,- -1 � - ,.. , . � 'r L r - L r r ' 4 ' . 11 1. - , , 9- , _' , r , r � , 9 � � . � , - ­ - r '- ­ ­ ' (0-'-_- - - ' - --- --- - - . - - - gr '- L - i L - __ r r r � , ­ � i I - ­ � . , Lo _­ ­ , L L- ' ­­ ­ � � i I I _'r 9- L - ­ r I ­ -1 1 9 ­ . 11 . - . - r - .1 _ ­ -1 9 - I � � -, ­ ' 9 9 r L ' 9 ­ I - ' ' L ­ - L - 9 L r 9 . . . ­ r Lr - ' L r rL L '9 ' ' i LL 9 L r � - ' � � L r � - , ­ I - . j � L ' . L L L - r 9 -9' " 9 -r' r ­ L � , ­ ' L 9 9 L - . - , - - 9 r L I I r r � � r , � r - - L � ' ' � - ' - r , ­ L i I - _r +L r " � r - L � � . � 9 . - � - - r ­ ­ , r L L - - � L r , - I � I I r . r . � . -r ' . L 1 9 9 .1 I � 9' L 9 L ' L 9 , , L "- . I 9 L � 9 9 L L' , r 9, , � � 9- - r , 9 L � . . . L � 'L . L ' ;L - L __ . � - 9 - I - ­ L - , � r ' � ' 9 9 , - - � ,-- I . I I - 1 4 9 9--"L . - .1 91 - _r - , - - 9 � ' ' ­ - ­ r, � r � ' ­ - , , r L ' r r I - . 9 ­ 9 � � 4 , L L - � 1 9- -1 ­ - - , r LL L' LL ' ­ L : ­ 4 , - 9 '-f, r " � " I �. , r r L - r, I ' L ' L r � 9 -' L - '- ' ­' - ­­ 9 , � , 'L 9 ­ - � I , ­ r r L L . ' L L9 ' � 9 'L ­ � L 9 , �' � ' L ' 9 - I I � L - I I L I I ­ r 'L L ­' ' 9 L ' - - - ­­ � , .L9, � " , r , ­­ , - - - - L , - rr ­ . - - I - , L ­ r _" � r L L - --'LL , L 1 I ' � - ' . I I ! ' L + 9 -- - ' ' ' i L L - L' r ' ­ ' - � � ' ' . r ... ' L ' I _'r'q ­­­­­ -- . . 9, rL L ' � ' - -- - - - - L , r , . . 19 � I ­ 9. . . ­ __ ­ q , 9 _ ­ -L, L ­ ­ 9 - " ­ L ­ L w _r n - �Lfj in , 1 , '(N , - , - "' , OL" ­ 'L � i i I rL 'r '-- " "r r_qL I r L L" . � r . - . , 'q , 9 r , r . I I t ' 99r- +r ... ­ L � L 'L 11 L L - 9L , - ,- � _r r- I 1 9 9 LL � ' L ' 9 � L L - 9 1 . I ­ ­­­­ . ­_' .1. __ . L, ­_ r, , -, ". - " -r 9, ­ � ' LL ­ '_ _q- I ­ L- - - r - ­ . 4- L ­ ' . L ­ - I I � - L L L" r L 9 - - I � 9 9 � r ' _j 9 L � I I ­ r ­ 9, , 99 L � - r - ­ j ­_ , ­ ... . 91 ­ 9 L 9 r , 9 r - ", , - 1 9 ' L ' ' ' ' - r r � I I - - - - ­ , r , ' ' ' L " - r I . L r - . I ;. . � - L - r ' 9- -- ' L -- 99 ' - ­ r - - 9 - i L' -- - " ­ 9 __ - . __ - L L 9 r r , 9 rr - - -� L - - - - - - - L ' gr - L , 'r, 9 ­ L- I - L '-- ' '9 9 L L9- - 9 - - - - � � 9 L 1. - I I ,rL' 9 . ' � L - LL _r "L L r � - ­ ; r 9 L - 9 r I . - - - ' , - ' ' ,, , 9 , � . , -, � , , r r . 9' . - r I � " ,rL , r ' 9 ' � � � , - � L 9,- , - ­ r .- ­ , � - , ­ 'q r , , r , , , .- - ­ - ­ � 'r � - - - ' ­ N -1-t- 9 . ­ ­ - - ' � - - L- L -, r '__ � 9 - 9 9 9-9' - � ' - � � � r L - - - - � -, - 1 91 .. I 'L - . , , , - - , _r . . . . L 9 - - � -r , - - r L'.1 .' TO -EX __ E-1 - � . . - I ,-h - L Lr- 0 , � � L- � � � r r ­ 'r r -r I r L ' - L- - L � - I - - - r- ­ - ­ - � - . I - ' 'L +9 ' � ­ � � I � - ' � r 9 I �L 9 � " L. ­ r, ­ 4 � - _rr L L - ' 9 � � 'L , - L, � . ­ � LL __ � � .9 L ­ L L . ­ - , r , I � � ­ , - r , L ' L '_ L 9 q I L . L I . � L 9 1 . . � . 9 9 . I I r . - I I . L . - L r L - L - L I � 1 9 1 9 LL � I - - 9 � - rL r I r 11 4 - I , 9- r 9 91 1 1 � - L- ­ L r - - ­ . 'r .- - I . I -.1. -1 11 I - -1 L 9 . � - I - L - ­ - r . -, ­ L � 9 - , - ' L ' � � ­ r , � - ­ " 'gr � i ­ ' -, r ­ , , - , 9 rL - ­ - 9 - - - , , - ­ � L L rL r L - -, - r L ' 9 , - r --- - r L L . .. 'r - 19, � ' - L - - 9 � - 4 ­ L _ - - I L L 9 1 -1 .1 . _ , "-. . L , rL � i L 9.. _r r r , - � L � 9 � ­ 'r L- ' 'Lr , r . ,9-- L - _' � Lq 'L - ­ . . L'L L L ' , - - - " - , - . __ - � , , ' r � r - , - . r - "" ­ . 9- " r . I - - ­ r r "I" 9. - r + r , 10, I � = - ­ - , � '­ L I_-' _r , . . . L "' ' " I , 9 , r , r r L ' " , - 9 . L ' '9- L' - - - _r L' -L 9' L , L , - , - , , , ", , r - - , , r . � - -9 L ­ - ­ LL rr ­_ ,- , ' 9 'L ' "' - ' -, L ... L 9 '" 4 'r ' L ­ 9 , 'r . . . � , " , , - - . , ' , r L . - . . L � - � . - 4 � 91 I- _. L - - 9L Lq'L - r , , - .1. I L- " 9 9- r � -L - - - - I , -, 9 r - I: - -9 _ >< _' .X L - rq - r- , , L 9 " ' " L ' 9 " L- , L ­ , ­ 'r L . .. .. . . L , - L L . 1 4 9 r, � L ' 9- � ' - ' ' ' - " 9 ' L -9 r 9 - - L I I - , , " r , " ", - " , r , r . - � _ M - 'r 9 L . r - ­ 9 - I . , L - - - � 'LL � . - - r - � � 9 � .- L 9 L L L L '- - � 9 L - ' ' 9 ' � 'L 9 � ' L � rL - ' - L L - ' . ­ L L L- r ' L � . rr - � L r � 9 , r . � ". I ' , - . . ­ L . r r - - ­ - - -9L r , L L ­ � L - 9 , ' L L ­ ' r ­rr . . . . � ­ -, , � � , r " 9 � r, 'q r - __ rr '(J" 9 ­ L r __ N I .1 . � I r . � - - 9 � � - I . 11 . - 9 1 - 9 . - j r L- r . 9 . � r- � I I _r . - - I - "r- � r . � . .- - 0 - , L -- CN . I I D - L r L - ' 0 ! -- 9 . . . , L� '9 L- r - L -- - ' - ­ L- _r , ", - 9 'q _r 9, - I I rr � � - I I I I -1 � _r I I 1. r . 9 - - , -r - ' r " L , r , '_ "L -L LL L , 'r ­­ , 'L 9 W . W ­ L ' ' - ' L , . � rL ' � 9 1 1 1 -L ­ - 9- -- r , 9 - L " I r r r � - L - _r L q rN - LL r � - , , L � 9 . - � � � ' -' L " L r , , - .4 - - r LL L 1.9 1 . I � I . � 9 L I I I - I - 91 - 1 9 1 1 1 1 9 1 , r ­ " r '- ' ' ' " L . r 9 L . ­ r 9L r � r . 9 , ­ , . ­ r, "r , 'L � � 9 � , . r ­ 9 9 1 - I r r, ; . I r - �! ' LL' L '- '__ 'q ­ L 'q r - '-- 9 9 - , ­ ' ­ - ' L -L - - - - - 9 ­ L L, - - ' -9 q r '9 L ' , r * q - q q.- . ! , , 9- - L " - - - - - � . . . . .. r L r- I L ' L 11 I 'r __ " I _ � - r L I -�f _' � - - � L r - - ' . ... -' " ��L + ' ' I , - , ! 1 -r " � - ' ' 'L " ' L- L � ' ­ ' - - - ' - " ' 9 'L -, . , ' -q. - r � - I LL 999 , L - r - . - 9 - - - --t M - I I I r 0-0- L . I � ; . . L 'L ,- ' 4 1 ­ -_ L- L r �r L �r __ L 9 r - - L - L , r ­ - - - - - - - �� ' ' ' ' 0 ' - - " 9 - � L - ' - r r 5 r � - r ­ - , ­ -_ " - L ' - L rL9 9 L r. , " L L � ; L � � L - - ' 9 qL__' - - ' 9 L - - - � r- r " -­ r L - L " I � I r ­ 9 - I - I . 99 r L 91- 9 � " 9 9+ , L - 9 1 L ­ � r, ' � � - + - . � L ' ­ L ' ' ' " '- F_ I , " ­ � 1 9 1 . - . ­ 'L � L - r r , � ,- I I . - . M 9 - - 09 - " ' 9 , Er , � L- r 9 . r, _"r- - - 9 L - 'r - 9 � , " r . - . � , . � r . � 2 . - L- . I L ,4 9 L � L L L' L L'L ' 9 -- ' L �9 ­ " 9 - 99 ' ' L ' � r- + 9L ­ ­ . L � - � 9 r � - , � r - r , - 'rr " 'L r � . L, - - L L � - - ­ - ­ , r L � ­ ' ­ - 9 M- - - - L - , - (f) - ­ - - ' ' - Z- - - - ­ .rr 1. r � _ � 9L - L .- r � __ r - r L, L L L - . . . 9 - � - , IL _9 r . -, � - - L ­ - - - - � L ­ - -- . , � r - 9L L - , L � ­ ­­ - � ­ - . , , r � ' 9 L . - L 'L ­ 9 , , ­ � ' '9' ' ' � ' ' ­ , L L - - r '­­ - r - , 'r 9 � . " L - " 9 ' r " r I I - r L - ­ . -9 - - - - - 'r- 9 1. 91 - ' - L - ' of- ' ff ' . _ U_ -Ll- 9 L � ' � - _' - , L _r -, �' ' L " 9 9 ' ' - ' L r , , " " - 9 . . . ­ ' , 9 - ­ -- 9L '9 9 - - " L � - r , ­ L 9- 1 . ­ L L, 9L L r . L 9L � � � � I - - 9 1[)� - r L _- -9 L - r Lj_ , , , - r ' ' L L - L j -9 - ; - ­ , LL r ... 9 - r - , 9, � r - " . ' L L ' � , , - 9 . L � r L I I - � - - ' L ' - ' L r , r ­ L ' " I . I - � I - L - L' ' - . � , r ,L � - I - 91, � I - L- . - ' - 9 r I I . I I I . I ; I - . . L. � 9 9 - . L L 9 1 - -, , L � r L LL � r - - 11 1 9 1 - � - - 9 � ' ' � L- r ­ � � Lr L ' 9 . r ' L _r 9 . I - 9 � - LL 9 � r r L ­ 1. r . L -9 - � - r- '­ L L -, " - . ­ r . ­ r � v I L - ­ - L' 1 � I _' r, 9 9- - - L � r, � , 9L 9. 9 L� ' 9 � L r .- � ' - - L - " ,� -9 , r - , ' ' - ' ' ' L' , I � , L , , - L . 'L ­ - - - � 'L r - - ­ . . . . � ' � ­ ­­ ' L � - . r � � f;�. I� ­ ,�� ' ­ . - - -, 9 - ­ 'r . . . . ... 9 Ln I I - r. - � - -, r . r r . - . r, . -L . i . . -r.r' . L' ... L - - L ' " .- - . . . - .- r - - , - L ' L9 _r , - - - L - - - , ­ r ,- ­ LL , ' - L � 9 � - - � C;4 N' �� r ',� L L ' � L ­ r ' - L L " - I i 1. 9 , � I - � L -' ' ' � ' L . . r . . . . � L � 9, rL � I r 9 - L Nn �­ I _ _ , 'Of) L I . c -) __ f � 99 9 . 4 � I -L __ r L -9- .9 , -9 9, L ­ L - - ' 9- '- '-9 . � . - .9 - - L . -' L9' _r , L r- 9 - � 91 ' . . , ­ , r L - - L' L ' L - ­ i ­ ­ r - " 9 r r . . . . . . � � ' r ,- ­ q , , , - r _­ � . �' , r- . rg � 9, ", r , . 9 � , � , � _­ r " J'n , 4 L"� - , - - L , _r __ - () . . . . . - - - - - - - 9 .- , , , ­ , , , 9 , - rL -, . ' ' I' - L . . . L ' - ' - r , - 9 , , r, " r r- , - - r, r, - 1, - r .9 � -, L , r __ ! M - . , 9 , (D 'L I '(N 'L L 'r L ' . ' ' L - - - � I - 19 1 ' ­ I I i .- -L 9, - ' - - 9 - � L - . , r ... � - ­ 9 , - 'r L L ­ � , r r 9 -, L + � L I L- L r L ­ r 11 � -r 9, ,- . - r '_ . - u 1 91 I - 6 - - (3 C'Lrqq �� 9 �CDL - ' I r ' 9 - Lj � r - 'r L 9 L - L L- � - -9L.L . , - ' L 00 - ' W9 Lr) LO 9 91 "' ' - r � - I I �_ 1 I 9 - ­_ 9 -9- - , r r ­ r L 9 r L __ r - " ' , 9 - � . . - - - - L9 - - - " - ­ L L . r - ­ ­' . � � L L - � ' - L I L' 11 _. , , 'r I I � - L rr- __ ­ � I . I -1 -.r'r -.-- -. . r 9 9 ­ . 'LL � - 9 , L 9, 'L ... L . . . . 1 9 1 1 � ­ L - . , , 'r '- L Lr � . . . . . . I - L � ' , L rL r '- . . r q-, 9- r CC 1 L ' ' � , 9 'r' LL' i", C11, , '6 L ­ n . rU) ­ ­­ ­ ' - ' ' L � ­ L - I ,- - L ' � ­ 'L I L r ­ 'q � . � � � 9 , 9 - "-, r L, I . . . . 'rr , L' " �L � r, r r ­ , - L . � "L � LN r' 'rr r' ,- ­ 9 - - 9- - __ 9 14! ­' � L r " L 'r- ' ' ' '9 11, to r 0, - f�' " '9 - rol " , 9, _r ­ 9 -9- L In (N C�- L - L - � , r - r L . - 1 L- L . . . r '_ 9- 9 r __ ' I L r - ­ rL i - ' � r 9 r ­ '- 9 -' _'r , r 9 -94 9 , ' ­ . � r .1. L ­ L L , -- - � ­ - , q ­ L 9- " - q , +­ r" - 9 ' L L ' - L . . . r, ' 91 ­ . -1 9 1 11 - - ' LL 'r L ­ ­ r � � - q - Lr � L- - . 11 - I 0- r . L-1 . Lr'n ' 0d) 6; __ - . . . . . . � , , L - L- - ... : - ­ ' ' 9 - ' ' ­ ­ - -9 L " r �"' , , . ­ I - � ,r' L . � 9 -, " r ­ r. I r , r r 9 L � - ,9.9-r " '­ ' L ' 0 ' 9 to � 'Lo ' L L r L 9 ' r C) - -LL . fn� ­ - '-'L' � L 9 � 9� L L 9 Z r - � - � r r � . . . L ' ,- LL 9- � � - � - r- ­ L- L ' ' ' I . . L L , L ­ L ' � L ' - ' 9 ' - r ­ , � 9 9 � LL I L 9 . 191. __ . � r - L - L i ­ � . . . L - � , ­ " r L - . 'r , ­ 9L � ' ' - L ; ' , L- ' '9L - ' - ' ' . 9 � ,,, _Lr - L � , - _' . - 9 1 9 , . - -- - - , - L I � . � ' -'r - L ­ [L ­ - ' 'L ­ " L , � - '-r.-,-r +L � 11 r ro ­ 9 9 - ­' r - L L L ' ­ ' 9 9 - ­ , 9 : 19 1 1. I �' � r, . , 'L ­ - ' (" LL ' L � - ­ 'r ' L - + , -9 I I '0 ­ L - ­ N_ _91+ - , - __ , , - -, � r , , 9 - ,- , L" , , ­ , ­ ... r, -9 ­ - L - '- , , , L - 'L L __ . . . L r 9, r 'L ,- - ' r r r , 9 9 , , "" ' , 19 .- - - 9 - - ­ 'L . L I ­' . r I 't , ff) n ­ lf r . � ­ , - ­ " - - ­ - - - � .1 1. ! - , , L - 9 9 r ­ L r -9 ­ 9 . . . . , _-9-9- +' - - t� ­ - 9 - ,-r r ­ . ; , L . , , r I ,-- ' -L - r , - , , , , L . . . - ' ' " _r i r , , ­ - _' L 'L 1. L , �L 'L, LLL' ' - - 'r " , rL9, � _r_-____ , � - ' 9 ' L ' ' � _r' L' ' _r '_­ � . - ,- r- , " r - L ' - - L rL r'LL � -L - . i r_ - ­ n ­ ­ - 9 . . . r 11 L L -, , 9 , I__ '_ -, , - ­ 9L 9 9 , ­ , - , , � r- � ­ LqL j, ! L � L - L ­ -9 , 'L ­ - ' 9 1 � � , ";f--- � - - - , r - 4 - ­ 11 ­ in' - - 1 1- - 'L ­ - ' ­ L L" - 1 - - , . � L. q . ­ - - I , r . . 91.1.-- -_ ­ L I - -, 9 ­ r 'r 19, L � r- I - L ' L , . � 9 ­ I � , r , r - . _r Ill'' I 11 11 . _:D9, 2!-r:Z - Q �ir � r . . . . . . . L� ' - 9 LL ­ - , . � '_ � . � , " _- . j � - L " � - - - LL I LI I r I 11 L::r) L -2 ' L L . . . . . . � " ' I i r - r , 'r � I- � 1 � r L L - , . - L � r 9, , ­ r . - ­ L L . � ­ , 9 - " , 9 ' L ' 9L L � ­ ' r 'q , - -L, L � ' � L L . 9 L '_ q - , r - ­ - - L r - � 9 , - ­ , r L - 9 '9 � 9' L � -r I I 11 L ­ � 9 __ I . I I - I I ' L r'LL 1 9 - L - - - - - - ­ r 'r , " -, , . ­ -'q ­ - - ' - r 99 � - L 'r L r . '9r L ­ L ' ­ 9 r- __ L ­ r .- r - r 9 I- I -1 L � - ' 9 L ' � . 11 . I 1 9 - � I . - 'r - ­ , ­ ­ __ � � ­ . ­ ---- - -- L " L ­ , 9 , , , , r ' 9 I I LL9 I . - 11 - � 71 Z, 0 " �E ' L - - ' ' . - - ­ , � . � r4. 9 , 9 ­ 99 , , -, ' " - L . . . . __ � . ' _­ ­ , " , r , i 9 - ' L ' ' ­ ' L 'r ­ j , I ­ , __ , ,- � r -I.- , ' - L ' - r - I I _j�' , q ­ ' . , " , ­ - '- - ��_ r . . . ­ - Il- r I- I- . - ­ I I _�­ __ ­­ . '90 ­ . . . . r I - - �_ L 9r, ' ­ ��!_ � p � - - - - r ­ - r r- � L '- - ' LL L' r- - - - - - - - - - - - - ­ ' - - ­ 9 � , -9 ­­ 'r, .- 9 ­ 9 L. -"LL - ­ - __ - r . --- - - -9 , - , � ' --'_r_ '­ " 9 L , -, L -, 9. - � - - - - L ' I � � ' ­ '- - L I I , - L_ LL � < 1- - - - , - . , ­ 9 .>r > 9 r> - - , . - r . - r .. .... I ­ r- ­ ' 'L 9 � - - L ... L ' I 'L '9 ' 9 . r 9 ­ ". I - L' r � L' - c � 4 ­ r � 99, � 9 . I . I I - 9 . - <�� '_0 L'- - L' 9 1 1� � ­ r- L L - - 'r, > > . . ' ' " .9 'r � . I � . i � . 9 - � , � - - , 9 r r , r 9L" - , ­ - . - L - L L r . . . . . . . r _r , - 9 . L L 9. . 'L I " , , L - ­ L . . . LL - 99 -' L LL - L - ' L L � L' 'L' 9 � ­ � -LL 9 ' I .. I - r I L L , LL9 L, r - L . 'r, - I � . rr , , - - 9 � 9 -, - , - . - -" 9 ­ 9 'r � , ,- __ 9 - r , .- q . . . . ­ ' ' ' LL L 'L - 1 .9 - - 9 r - ' - L' ' 9 _'_ , L _- r- " LL ' � L L ' L ­ � . . . 9, - : - - ' , L - - - - - - < ' L ' - ' ­ ' [�=- - , -- - ' in > >_ "rr" -­ , gr � r Kgr _r ­ I K r- L- Lr'-'- ­' - L - , - L � ' - L L L i I I 'r 'r . . � . � � - LL I r . - ' L � ' ' L , r ' l' ' i ­ L- ' ­­ - ' ' ­ � � 'L ­ _­ , � - - - ­­ ---< I-_ - - 9. 'L L - 9 ' I . � I ':?_ (n > ­>� '- '9 " - r Z- - ­ ­< . �i >-, -L -q, Z- -rL- g-, , r - - - - - - L , ­ � � 1 ' � L . . . . t r i- - " . � __ __ - , , ­ '_ 'L" ' , r " 9 4 - . " 'r " ' I - 11 I ' " - ­ 9 Lr , 'rr . . . . . . L � r , r ­ __ , r4 r L I 1. L I - " ' - ­ ' LL L . 1 9 � . I r , , - ­ . , L L' L - - " � (nI _� L K_ 9, ,K- L L 9L - -- ' '9' - L 9 - - - - I- L 9, L 9 1 .- I . L - 91 ­ 9 Z: L Z r 99 ' . - - ' � ! L ; ; � . - - - . _ I - - co co co w 0 0 IN N LO N LO 0 N 0) 0 0) r" 0 t'. CD 010 co 00 co (0 LO (0 LO (0 [­ (D rl_ co CID W co N C) N C) co 19t co It N N N N to (c " CN cli C6 4 4 V-: lr-: c� lc� C%i C-4 V-: V-: V.: T_: 06 06 c6 c6 6 Gi V-: T_: (6 (6 (15 (6 0 CD 0 0 Irl, Irl- T" 't V_ 11, T" lizr T_ vl- lqr lid, Tl_ lit Irl- 14, �r_ lql- a ,I- 0 It 0 Nr 0 I'll a lql a It T_ qT V_ licr V11 It V_ IT T_ "gr V_ ,It lqll 'cr 'Tr lqr N31 1�r I I I I I I I 9+7510+00 M 12+00 13+UU " 04-1 -1 P R 0 P �_) ll� E D SANtTAIRY �'-_j` Eltl'VE R F, ]Pll�l 0 FILE ( 2 ID - EX D - VERTICAL SCALK I"=tO' F-ORIZONTAL SCALE� I"=50' - - 1 O+UU 435 430 425 420 415 410 405 400 395 390 385 380 375 370 1 I b+Uu I b+%*)U I um &M IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiW� I u-ruu 4-35 4-30 425 42 0 415 410 405 400 -7, Q F�' - - - 390 385 38 0 375 370 36 5 360 3 r, ;7, 5 5 350 ZU+UU ZU+OU � 425 420 415 4 _ 1 0 405 400 395 3 go 3 8 5 380 - �) � � I n --i PR(__'lpUHuD 6 MAIN WATERLINE PLAN VIEW IN - - ffalfa�ff__fam � - � i��� Kliffjg� I - ­ r - � ­_ ­­­ - - - ­' "L -- L ,r ­ � . -9 ­ � . L" ­- ­­ ___ " 'Lq' 9 __ -9 ... � r � , _'r , L - , . " r - - _' . ­ . r , 'L � " - 'q L - - - - - - - - - _'_ r rL ­ 9-'-- -, _r - _" -, - - -9 - L � _r , r rr - - - - - - r , 4 . -r 'r'qrq . . . _. I - - - , r- � ­ 9 ­ - 9 9 'r - r L ­­ " - - - " , 9 ; ' 9- L ' - __ - � . . . �� � 1. .__ .1 +1 1. ... . -11 'r 3 I - � L -9 _'r __ - ­ 9 . - I' � __ ­ '- , - L9L ­ ­ , L I - 1 L ­ ' ­­ - ' L ­ � - 'r ' .- LL - " _­ - - - - - - - r, 99 - � - __ - ­ , r - - - - - - -- � -, � � . ­ - - rq - , r ­ L" " - L - - - ­ " . ­ , � , � r ­­­rr. , L' 'L r - , , , '_ , , - _r , , � r L9 ' - - - 1 '9- 9L 'L ­ -L . - " ­ - _r L , - , , 9, " 9 L- r i ­ ' L 9 L - - ,9 r , � Lr Lr ­ ­ - - - L - ' � r - L L' r r- - 9 L e I - . " ­ L_ L L -­ � ' Lg L , 9 r. , - � 4 . L r, , r ' .- ' ­ , r , - , F i , r ' L L ' ' � _r ­ , - L I -, , . � ­ - . r � i . -,--r . r ' 9 - ­ -- - 9- L 9 _. � 1. - � - - r - - ' - L - -q- - 9 , - " r- . , _' - ­ ' ' L .9, , - . _r rL L ­ , , - ­ L- ­ r � � -_ ­ - ----- L - - - 9 gr . ­ - L - 9 r - - '- -, . ­ - ­ � r' � - ­ __ r - - L - - '- -­­ � , r, . . . L r ' -- -" ' ' - r i - ­ ' L 9, r , � " j L - - -9 - ' - ' - L" L i , . . . . ... - 9 L - � , , r - - ­ � ­ � - � _ - __ _' . '_ - ' ' ' '_ . r . . . . . . L- - r - ____ ­ - '_ - 9 r, , , , r - , 'r ' , , ' - - L Lr ­­­ _r " rr- -r' r 9L ' - - - - L , - - L __ - , 9 , _r r - - - ­ - - - - 9' ' L -- , __ , r r " L - ­ ' - ' 9 ­ '_ " � I . . . . . . . � ­ L ­ 'i'9 ' 9 ­ ' 'L - - ' L . . . . I I -- 4 Lr '- I ' ' -' � 9 - ' ' L ' ' ! L ' � r r , rL . " , L " � - - L - - - - - - - ' _ . r ' � L ' � ' L - - L L'�' L I 11 L - - . ­ I—— _-1 __ - . +_ ­ - " . - � ' j - ' L - - - - - L - ' - ,rr - 9 , + � , � ­ LL r --q' � - - _r r - , ! _­ L- r L r . - LL r � ­ � L 9 ­ - - , - 9 ' L - ' LL 9 r L � � , _' rL � ­­ ' r, � � � � . ­ - rr r " � 91 I ­ L - 9 ­ I ' � � 'q - L r " r - ­ L I I � � � __ , "9r, , " L- ' ! I '- 4L .. ..... L 9 � '- � ' r r , ­ - . ­ r. , 11 - I . I I L -9 L -," ' 99 r gr - ­ r ­' _'r -9 ­ -L 11 _­ I .. � 9 � - r- 9 . � L , r. . . 9- -9 - - , ' 9rr .- I - - " � - ' ' ' '---- - . - ; " _' L , ' - 'L ­'_ .9 _--'r ' __ , 9 ­ _r - _' . - , , � - r ' - L , - i ­ r ­ 9 � - - r ­ 9 1 1 , � � � L' .- rq ­ � - 9 _r - - ­ ' L . . . . . . . . L , 9 _r - . . , - ­ r __ ­ , ­ rr -L' _­ - � ­ ' -.9'r I I - - r - ' - L -L L r I- - " . I . Lq__ . g-, __­ � - - L � 11 .9 . 9 ­ � L � r � 9 q 9 L I - r , - ­ ' - L - ' � - ­ - 9 Lr99 ... L - _r - - - - - - L- - L - - 9 L - - ' L '- -99 " . ­ ' - ­ r- I 9 L- '- ­ L' L . . . 9 -j- ­rr , - L r - -9, ­­ - L' -1 I ­ - .. 9 1 1 11 -1 - ­ L , - , 9-- � L - � L 1 9- . . . . . . 9 - , 9. , ' ­ , � " � - - � -- L - - ' -9 - - - � - , L ' ' " , -, , - ' - - -' - 9 ' - ­ - 'r ___ , - .- 9 - ­ 'r - Lr_ _' � , � . ' L � , " -9 'L - - � L ­ -9 ___ "L ' . � " 9 , -, � , - - r r L � '- ' ; I� - - L � ­ � - - - . ­ ,� __' � r 9 -- ­ 9 ' 9 L' - - I j, r L r- .- " - 'r. � � - L - �' � � � .9rr - , r -Lr - - - - - - - - L , '_ - ,9-L , " , __ -, , q '_ ' L'9 - - - L r- , 'q ' ' � - " -- " ­ - L 9 I L . .11 ­ � , r'L '­ ­ '9- r ­ ' , L L ' - , " " . r. 9 -- " - L ... - 'r ' - ' LL - ' ' L , _- L ' , _r - . -' � � ' -- ­ -' - - L' 9' 'L , , ,r ­­ " L - ' -, L " r " � - . ­ r -, , r r. I - , '_­ i _ I , - ­ __ - ­ gr L' " ­ . - 9 � , 9 � r � L - - L � - , " - , - � r - r , , r - , , - ' L' ,- ­ 'r , 9 9 ­ r 'r 4, - r ,- r I r4 . 9 , - - - 'L ­ /'_ EXISTING GRADE L - - - - 9 * -9-,- - 'L - - - - - - - - - - ' -9' ... r ,,-,,-- r 9'. 9 -, . � . r + ' ' ' 9' ' 9 - L - , -9, ­­ gr , - ; 9 ,"r" -, ­ L , - r , ; � ­ ­ - - . L- � '-' ­ ' , L- -- , w -'- - L , L L L- -9 . . . . . . r-, -- ' - - __ r L ­ 9 r - -, '- L 4 , L-"- . 9 1 , _­qr ,- - - - -9 - 9 '9 ' - "' 9 - ' ' - ' 4 -.9 , ­ � I - � r , , ­­ 9 . r - ' .1. . I _­ _r L- ' , - ' __ r L r - L lr� ­ ­ -Lr L ' 'r ­ -9 - � -- ­ � L � ­ 'L -- - ' L- I � L � 9 - L � '- 9- � ' � 9 ' ' I � L 9' ­ ? 1 r, , _'_ r . . . . . . r r ' - -, - ' - _ r _r . , - , __ - 99- -"---- , - - ­ _r L , ­ , 9 -9 I- - I ­ ­ - ' , - -9- L L '9' ' ­ 9 ' ' -' r � - L I ' L ' - - r - ­ ­ , - - r -, . r, r I ' - - '­ . . . . . . . r -: I - .. -1 .119 9 L - I � r . " 9 , "L __ _r Z 1 - '__ ­ r , � - - � , , rr­ I . . ' 9r . ­­ , -1 ­ 9 ,+r - - L r ' 'L - ' � Ill 4 i � � I � - + 1- I . - ­ -' _qr ­ r ­­­ - , 9 - 9 99- � - ' ­ - 9 L 9 ' _' 9 - - - rr -9 ­rL - ­ ­ 'L r . . . . � - , r - - - - 9 ­ L- � ­ - ' � - ­ � rr ­ - . , ­ ' - r- ­ ­ �­ . i . I . 91. ­ .- � r 9- � - � - � - I � Lr _r r - - __ q . � r -9 ­ , ­ , - . '9_ 99 , � - " , , , L" - L ­ 9 - � ' � - _­­ . " r -, - ­ L - r 9 , -, . - 9 r , , r, L L , r,/" " r - r . , r- 9- ­ - L - - - 1 - -r 1 9 1 � I I -1 . . . . r' L I I 9 �L - ­­ ; ; 9- -' ' ' ' - L' L ' ' L' L '_ ­ , r _. I ­ I " r I I - ­ I . � I - I ­ I I -9 9999--- ___99rr 9 __ - r � -.1 I -9 - - - - __ �� ­­-- . L ­ ­ .11 " rr? rr - _____� PRO P OSED ___ - r '__ t 9 - - r- -, - q'_ - r L r _ ­ r r- , - _ _ , - 9 ' GRADE _l__L ' - ' - r, " - ' ' ' ' - - - ' ' "9'- ' ­ -9 L - ' - , r - - - - - - - - Lq - L - - r � L -' L - L r L ' L' ' - - 9 L' -q- " qr­ ' - - - - - - - I - 9- - r - 9'r � r . L ' � L I - .1 � r , - ' , 9 1 9 1 . ­ . - . r - , � - ' L L ­­ 9 9 " -_ - ­ q , ­ - , , 9 - 'L L � ' L ­ ' , " ' L99 'Lrr .... 9 ' ' ' - ' ­ "r r - . rr ' " � -- -' - � L � - � _r" ' , L I � L - - ­_ - , ' , L ' - . , - , - L - - ' L � � r I'll-, � -9.11. . , - - , -, ,- -- ' � � 9Lr L - ' L- _­ L ' r � . ­ r, , - 1 9 r 9 , . , ", rr . r 9 - + � L r , r -, �, r, _' r rr �- � . . . ­-, , r . . . r ­­­ - _­' ­ , ­ - 'r 4 , , - . . . . L'qL r , '9' , "_ , - , " ­ '-' -- ­ 9 ­ � , , " _" '_ - r � , I � 99 ­ L 9, r L- ' - ' ' _­ 1 9- I 91 - - � - 9 . '_ . , r- - + � - ­ � - - + - r- ' L - - - - - - � L _r L I - - , '__ - - rr r- ___ i -, L ­­ --9 L - - - - - - � - , ­ 9- - 9' ­ ' - - 9 " � - - - - 4- L --- 'r . 4 '_ - - r 9 __ ­ _r 9-9 .... � 11 I - , 9- ­­­ 'L 9 - rr. r � � � - �= L__' L _=­ qr ­ r r . - - � 9 � r i 9 '= ­ 77-- ' � __ r '�� _ � � - I ­ r � - - - - . I � 9' _­' '­­ - � .p �� .-1111 ­ "r, . � ; - , .. 94, ­ r, ­ - __ -­ - L.r,-.r- 9 1 ­­ I r I . L L - - - - - - - - - Lr � - r L - __ r . . . ? . - - - -- L '9 - - - " --' - - ' - 9 - - - - 9 - L L - , __ L-- - 99 9 r � ! , - " - 9 ' , L' - - - L , " , 9Z7-- - 4, ------. __ - -1 - - ­ _- L . L L- L - - - L ' -9 --L--- � - L L - _9 - 9L .... r 9 9- . �_ rr- " - '- '- - - ' - - r 9 , __ r. � L ­ ­ r ­ - -_ /_ -:91 ' - Lr - - . 1 9 . - 9 ­ r 'L L9 - j r- _77'�­-_-�­ ' - - r -9 ­ ­ � 'r ­ . ... � ' ­ r ­ 9 ­­ _­ " ­ � j L . ­ � 9 1. r 9 - i _r " ­ , , ­ , L . . . . . . . . ' ' - ' ' - _' - - L L L- -.9, ­­ r.- " r i 9 ­­ - - - - - - - 11 r ; - - 9 r I - - I I- - -1 L , - � r - r, r I _. . 9 r r - ­ - L ' , L - r � --9 ­­­' ­ , - __q . . . r . -' 9" -!7< � ­ , /_ ­ - , ­ - r q - , 'L -" - - L 9" - � r- '_ ! - - - - - - - - 9 , __ - ' '- LL -LL ­ -- --- ­ -- - -- - - L '_ L'- - ­ - ­ ­ ' - L L -9 � � L " r � _" 9' r L ' " -- 'L � - - � ' ' r 9"r- , I . � L _'__ LL ­ . . . L _' L i � I - . ­ - I I " � r - - . . - _' r - 9 - __�­ r rr L' - L , r - r 99 L - � -1 I � L I � r, I I , - 9 - r r - - - r ­ � - - � L ' ' ' - - - r 9-- , L r, , � 9L, , - ' ' L � F' ' - ' " ' . . . . 'rr . 'r 9. ­ , ­­ - - - r -'­­ 9-9 I ­' ' ,r' L � ­ ­ _­ +9" + , " _"r - ­ _\-L"- _ - ­ - - p - , -_ r- 'r � I ... -L L- ­ - . __ L L �� ' ' L - ' ' � ­" . I I � . r L r. - L � " ' � . - , . -, "_ ' L - ' j - � LL r 'L L" ' ' --- I L - �"rL - - - - - - - ­ . L - � 7777����� L, - - - 1 19 9 ­ ' r _­ rr. . � ­ - L gr. - - 9 , ­ - - - - - - ­­ - ­ i '1�­­ ­ ­ ' L' L r - . - - - - - '__ r L, r - L rL___ - 11 - 9. ­.��' " L- r __ r " L i ' _' r 'r - 9 � 99 ­_ r , . - 9, � ­ i . r , ' L ­ , , ­ . 'r- ­ 'r � , , L-' . _rL ­ I - . "r � " 9 -, ­ r, f � - ­ __ - . _' � . 9r--r,rr L LL' ' - "'- " 'r " "_ , " , "", L . . . r " - ' ..... i .... ; � . -1 - 91 � - ' - ­ ' - , r L - 9 - + 9L I - . I - ­ 'L -1 r 9 r 'q q -r - � - r _' ­ L ­ -- ' ---'.- I I . L . . . . . . . . � -19 1 I- " - ­­ L- ­ r ­ - ­ ­ ,- , 9L Lr-"-- - ' L , - - - , - � , - 4 q . . . . . . . . . . . 9 ' - - " 'L - _' r - " , L ' .... ­'­ '- � __ L ­_ - r, 9 -r � r , L_ 'r L - r- ! _' L 9 - ­­ '__q'q - , ' , r ­ - ­ r - - r ... --r . . . - ­ _­ � -99 L � , � � 'r ' L r . __ � , . � , . . - i .. . .1 I ­ ­ ' - - - 6' -Dlf, WATEi -- 7 - - r _­ -, ­­ ­ I I . L r . r L -r, ' . -1 ­ ­­ ­­­­ � L' L ­ , ­ ­ L - - - - - - - - - - 9 99 L - r- - - - - __ N ', , , , -, - - - - ­ " r ­' 9 ­ ___ L - - 9 - --- -9 L- - 9 1 4 ­­ " � - Lr __ � - - �� . ­ ­ ' L , ­ , � , r, ' LL ­ - ­ - . � - ' ­ 9 L L r r � I . r - - - - - - - - L L 9 1 11 � - - ' ' � L L , rq r . r, " 4 ­ , ' L" , r L - ' ' ' ' I r - 1 L L -- - , , � -, 9- ­ - - � 9 ­ , - r, _-r rL � - .- ­ ___ __ - . . . . r . I 9- I __�� 1 I - . . i�� - ­ - . ­ r _­ rL' ­ L � - - 9 r- + r _r � , -, 'r - - - � - I - . . I . . - ' - -- -, r - - - 1 _­ ' 9- , � , � I I ' L r , 9 L --- ­ - L 9 -4 4 '_ , r - , ' ­ __ � � -9--4- LIJ� . ,rr L - r - "r, ,- . - - r ­ I I - I .1-1 - ­ I " I � -1 + "r 11 . ­ 9- , 'r r 1 9 r ­ - - - L- ... r � r- " , . r L I .. I-— � . � 'L ' 9L9 9 - L �L ' L ' L r-, -9 "r- _r I __ ' ' " " . . . . ­ , 'r 'r L �_ - " , 'r __ , ­ - - - - - - - L' - ' 7 L 11 - ­­' � ' 11-1 I q L ' - -, . r ­ ' - ' ' ­ -- ' ' ­ ' � � - - ­ - - L . . i --� ­ .- - - -r � i 99 r' � , - , - 9 - . L, 'r ;' L ' , r ­ I - ­ _ I - - - � _. . 1 9 1 1 . � I 1. I I , � � .- r , -9. � . I ­;�; . . . . . . . . L' "L r - ,-, 'q . . . . 9' -, -9-9L - , - __ 9 "I ,r - � ­ 9 , 9 - � - - - - - - - - r ­­ r-" - - L- L 9 L - - 'r � ' ' 9, L - ' - , r - i ­ . " - - r LL I L 2 - I ! 0 ___ -9 r .. L. LL - q - r '__� -1 L -L --- :7-, _­ -' -,t- 11 - L � '� - 9 'L - ' _-. _7 ; � . . . . r , � ­­ r+ . 9 � � -, ­ 9- -' - ­ . . . L- , , -9 ­' ­ - r, � 9 � __ . � - . � .- I - - I . '�;'­ - - , � . L9r- - _r � L - ­ r � ; 9 ­­ - , - r ­­­ ­ � r -9 ­_ . -__I - - r L - - - -_9 . . . . . . . . r- . - - ­ ' ---' ' i � , " - 9- " " , , ' _- _- ­ ­ , r " . rL _­ - 'L9 . . . r - ' ­ L , � 9 r ­ , I � . , ,- ' - - __ �r . � � T , ' , , �' , � _r r. ­ ­ . . ­ 91, 9'r . - ,..__� '+ - - - r r _r . . . L 9 ­ � , r ­ -_ _' r - __ - r - 9 - r ­ L " ' r L 9 _.;..;i� _ 9- r - ,- 94 . . . g-, - - r � I . L � , ' L . . . . . . . . . . ;�' - - r 'rL , __ ­ , , r r " ­ 9 ' " - - Lr . '+ r , . L 9 -­ 9 ' ­ 9 __ , � , -r ; i ' ' ­ "' L "rL- _u - . ,- ­ . � . . . -'r ­qrrr r - . L ­ __ ' I ­ '�� - I I - -9 1 9 -LL r, _9-r - - - ­ -­ . � �_ L- - -9, - , ­_ -Lr' , ' , r ­ 'r" 9. - -, ­'­' -9- - i : rr r -, 9- - - ' - r , " . ­ -r" - - '­ , '9� , r ­ 9 - ­ -- ' 9 9 ' - ­ ­ 9 - , , ,- . r ,' ­ r � . , .- ­­ ' L - L ' ' ­ r- r- ,- r 'r - - ,+ � '- L99 - L _rr - � - ­­ ­ - - - - ­ , 9 � _ .1 Lr r I- ­ ­ ­ -'- � I - 1.9 - -, ii I ' r , 9 , Lr - L - , L - r " - ­ " - ' -r - - 119 9- � I- L- -' -- -' , C-1- ' q.- - ___ im ____J-__ ____ 'Lq_"_-_-- ­ '__r ­ - ' ` - 7---. - __j _ :�.':' ___"_r'._ 74______"__ ' , j.�' . -'l ---L . _+___-'-'__' 7� +L, A � 9 9 - -_ - --- LLL � rr . . . . . . . , - --- !. , __ .- rrr ... _ ;� , " .-, -,, � __ �� : r- - , , I _ ­ __ r .­ ' ��' L ­ � � � ' , _ ­ '. 'r. ,�� �' L L � ­ � i __ r ­' 9' ­ _r r . 1, r . . . . , ' ' , r " : Z:�� I- . I I ­ ".- r - +1 ­ 91 . -, r - __ ­ ' ' -9 'r L gr 'r - .- ... LL ­­­ rr- I ­ ' . - - - -9 --- r, 9 - L ­ � L � + 'r -r , - . " - - I __ __ : r , I c - r'LL L I ­ I I I I - I I � - - - ' ­­ ' L - ­ 9 r ­ 'L - - - - - - r- I � (n ­ ­ r, , ­ , - ­ L L - ; L ' -4- .-' __ � ­ ­­ ­­ L '- , -9 r 9 ­ L Lq - . - - � " ' - - - _LL - __ �- �' � � � j " ­ _ _� -L grl J_ 1. ­� . 1 4. , " , ­ M'- _­ 9 - , - " - r, , _ - , , ML ­ r -r , , __ - - __ � '--"9 ­ - ­­­ , , - ­­ -9 ­ r _ - , - � _ � - - 9 L , Z� I ­ - i ­ L � L L - - - 9 1 - 1 9 � I - - r - - , , " -, ­ __ ...' 9 ­ .,-,�L.,���rl.'"'-".-r'Lr--,�",�" � 9, ­ i ­ r -I.-- _ XI , 'r r L- ___ - ­ - L . ... L- L ' __ ­ , _­ ". W L , , - � - ' ' ­ -' ' L I r - �L --'- � --' - % Q ' .9 ­ 9 - L r __r' , . 'r , , - ' - - - 9' - - - 9 r r 11 .11 � I I ­ . . . - r ­ L' - - r, 9 � -9 _r - .Z , ' L - - - - - - - - - 9 '_ r- �Z:_ - - 9 , L - ­ ; LL � 'r - '_ r, - -r' __ , 9 � -, , . , -r ___ . 1. ­­­ ����� _­ . . . r . - " , 9- " . - -9 ' " - ­­­ -'r ­ . 9 L L' - - .1 _.�� : 9; 1 9 ­ I - 0 - I � i - " __ 'rr , , _­ r - - - - � ­ � r 'g -'r ,- - L I I - PIPF Q -6 � . .1 � � i 'L , gr I - 19 � � I Lr ­ L- - - L---' � - L ­ L' __'r -<>- V__­L­ L - rr - ­- - _0_ -I--, ­ --q ­A � --- r ' ­ '- . " r , r ­ L __ 9 r , " . " rr L ' 9 - - 'L - ' ­ ' L) - � q-, ­ r ­ 71� I.- _AW__- � Ai --r------,L ______ - "'r. _­____ ,� i r , -9, . - - , -9L I L' I - . . ­ __ - r L r r -, L . . . . . . r J_ r , ' L ­ - - 9 -' --- 9' ' 9 ' + - __ I ­ ,9i i1 J- � .- - . q , ' , , ­ 9 . ­ � - " r . � - � ­ - 9- L � , - , - - . �'_r " L 9 _' � r r - L -, � r- ­ , __ 9 . . . C-9) - L L , r _­ "r r ' * , L- - u - - 4 -- , ­ � - , - L- r - 'r , . I - - r � , . - - ­ ­ I ' - � -- _'­ q ­­ __ '_ r ' L- - - ,-, r I - , '. - , - 'r � __ , . � ­ . 9 - r , ­ 'L r L. ­ 'r � I r ­ - -9- ' � ' -1 L u , ;r L'j 9 , , " r , r , - - - ___ - � - r- - - - , r � r - - -- - - 9- � - r � -' ' ' L L - � " - r9 ,-r , "r ­ � - - - - - L -r 'r i"_ C_) -- - ' L"- - , "- L ­ '- '9 ' L M AIN-SANI - - - L j � - - -9 , L" I - ­ 'r - � , .- - __ - - , - r ­ � 'L ­ ­­ - . , r I - I 11 . 9 , rL r , r - L 'r L , � � 9 I r - , r L � - L r L 9 i I L ' L L ' ' L .11, � I L � r. , � r ". ­ . ­­ ­ - � ; ­ ­ ­ 9- 'r ..' Ljjq :Z_ ­ gr 'L ­ ­ - � 9' LLJ �Z: ­ - ---- - , ' i L' " - - ' r, _'___ � ­­ __ ­ - - - - r' L-, ­ 9. " - r -r 'r- -L L - � - - - ' ' L- ' -, , , r , L � . ' � 4- rq , , r ­ ' , ,- ' - 'r ' L - 9 L - '9'--- ' ' r r - .- M_ , r , 'r r r ­ . - 9 � - ­ ­ - 1 9 L I � 'rr � .1 r � � - L .- Ld 9L - 'rL_ , r 'r, + 9L 9' ­ L"_"qr_­­_ _z i 2A-EXD ! L' '­ LL ,r+ rL r Lr ­ - , = ­_ L- ­ ­ L-' -9. r ­ � 9 - - 9 L , '­ r r , 99 � L 9 9 - . 9 - I L � r - -9 ' ' , ­ -9 ­ �' - L ... - ­ ­ I L ­ ­ ­ L ­ � � L L - - - (D ' ' L'-"'9 :;-' , L , , 9- L , I 11 (D . ? I --" ' - L' � r- � 'L 9 -- ' ­ ­ , r 9 r 1 9- . - I I r ' C�) 9 r I r � , ,- , r - - - ­ � r L r . L � ­ � - - 9 L- - - L - -9 ­ - -9 = - L ' ' - r .- L I CD I rr' - -9r-L - , -, 9� 2-' ; 'D I U L' -rr-r, __ = r i -(� -Ul- � - - _r . ­ ­ I j ; I ­ I "I � ­ - ------ L�: '__ r - "r-, rL_­' " - ­_ , - r L L 9 ' r - -- LL r qr_ L L u - I; - I ­­ r 9 L r - r LrL L ­ ' 4 - ' 9 . " . - - r ... I -1 0 ­ -L � - - ­ ­­ -9'r . - rq � . .. . . . . . U L ­ . . . . . . ­ r ­­ -r , L ­ - ­' ­ ­ - - - ­ , - - � ' L ­ . . - - - - - __ _q- ­ r�o - ­" � - " . 9 . . . . � ­ 'r ­ " L9 -" , -­ ­­­ r. . , - . . - - � ' ­ 9 'L L. �� _r r 9 - r - 1. . . "r ­ ­_ ' ­ � - L I .1 � . L -9 1 - ­ ' 9 L � ­ ' � . . . . . . . 9, - ' . 1 9 - . ". . 'L 4 ­ ' I I . ­ � r , , 'L 9 - , r-9.9 r " 9"L r - - - ­ ­­ r- , -­­ - L -L - - - - - - ­ - L . . 0) - - - - L - - - - ­_­ __rL r, 9 ' ­ " L -_ - � . a) - 'L - ­ - -, .2" -r.r " , 9 -r -r- � " ­ , L , r ­ ' r - , r - � L - - - 9 r- 9 9 L - - L __ 4 . . . . . . L ­­­ "' ' , ' 9 L - , r, 9 , - - , - ,9 _r . . n . .. . . . 9 -9- - '+ I I � - - - 9 - - � L - r . ­ 1 . .. 9 - 9 ' ­ , -9 � 9 � � �� 9 - r . .' "d --q -L - - -- - � 9 '- 9 . . . I I 1 . . � C'j- . . 00 LL - - - "':L 'r .- ' � - L L - - L - , . Lr ' I '+ - � - - - . . . L - � ­ . .... r , L L - ­ ­ L9 ­ ';�' ' ­ L-' 9L' - _q: - - -, _r . ...... i- j "L'-- ' ­ -q- .... .. r -9-9 ­ 9- ­­ r - L- - 4L ' - -- � . 9 - rq_ - r- -j 9 , r . __ 9 , __­ _' ,- __ - �n L " , -;t, r, _­ r - . Ir. � I - ,- -1 � L0, - ,.. , . � 'r L r - L r r ' 4 ' . 11 1. - , , 9- , _' , r , r � , 9 � � . r - - 9 . 9 ­ - r- ­ - r - - , - ­ - r '- ­ ­ ' (0-'-_- - - ' - --- --- - - . - - - gr '- L - 9 9- - ' ' - - ' - L L - __ r r r � , ­ � i I - ­ � - -1 - - - - . .9 1 � L - - . , Lo _­ ­ , L L- ' ­­ ­ � � Lor - - - - - - r � - " I I _'r 9- L - ­ r I ­ -1 1 9 ­ . 11 . - . - r - . . . . , ­­ '- L ­ "J , _r . , , - - , rL., � Lr ,- - - - . - - L- - � ­ ' L , r � ­ L9 ' Jcn ' r' -r L � 9" r , gr L r -r 9 r , " " 9 _j "__�­ 4 m . . . . . . . . . L - L ' ' L 'r ' '- - , r ­ - - - - - - - - - - - �C;) C) ' 99-- ' LL - - - - - - � r - ___ L- - - - - - - - I __ "Id- -r " � ' ,- , , r-, 9 - r r . r- L . r , r r , . L _' - - r � r . , ­ . � ­ 9 _1 ­ r . " i (N c"I , ; - I � am) CD � Lr) Ln _+ -I- I +7- - -I= ;L - -i � 1 -1- '_f� � _1- ! +� ­ , ­ r , .- r -9 _­ q + " ­ , , " ­__ CD r- 'L r. __'____q - - - - - - - - 9- -r " - C) 9 - --- - - - - - - L - ­ -L - - 9 'r- 9 9 r L L r . __ ­_ - _r r- -, ; 9 - ­­ ­ - L rL -- - ­ - L-, ­ � - - - , r - , - , ... � � L � L - � - - - - L C'j ­_ - __ , -9, -r L r L �' ,- - r - r , r , _ ' L- L L 'Lr - - - , , , , ­ I 9 _ '_ L49 . . . . . . . . . . . L _- -' -- L -') ' - L . . . . . . - - ' 'LL - L I 9 . ... r ' 'L ' ­ T ­ - ­ ­­ , __ r ­ ro - ,.­:�,_­ � _r , ­ � � . r 9 -1 . ­ " r � :�' ' . I _ " - ­ - '� L -9 - r - � ­ � r. __ -, 9L � ­ -9 r- ­ '_ ' - . . '< - � ­ _r - -9'r - --rrL-- L + -9 "' ' _- L -'-'- � . � r . � ­ -1 Lr - ­ � � -1 ­ - ..9 . L , ­ - __ . - ­ . ­ ­ � . . L' - 9. - � 1 .9 r99 L ' ­ ­ 9 , , gr r 11 1 ­ L L I ­ -1 � � I � 9� .. I - - 19 - . I ; . 1 - 1 - ' ' 9L '9 ' I- � 'r , ; r - L- 'r " . q .... .... L ­ ­ � ' - L - L L- '- ' 4- , " � , + __ - - - . 1. , ­ I r 'r - - r, L ... , ­ ­rr­ -9-1- 19 - L - 9 . . - . � � -r ' 9 L - -<r- . ­ 9- . q- r- ­ - ­ - - I . �r . . . . 9- - ' - ­ L-'<- - - . � r r r . I - � -- '-' � __ � , . __ � j - r - r r _' -- r 'r ,9 q-- 9 r- 4 - - - r -r . 11 - 9 L - - - -- ­ ­­ - - - - � � - 19 � 'L r �'q r 9 L- 9 r - 1 91 L L � , � _r 9. - 1 91 , , . r . L. - "" ir � ­ ­ 9 ­ " , ­ � ­ � r � ",-, - - � - - - ­ � __ - . r , 9 � I I � " � ­ , L, � 1 9 9 ._�e I'll lin I I 1. � I .. .<I--� ­ . .1 ­ I 1 9 - I ". .� . I I � � - . � - , - _r ­ LL __ , 9 1 9 + � --�er 1 r ­­ 'r .';e - gr '_ . - ­ ". � 9 ­ r . I . . . � ­ - '_ ­­_ L r . , L. __ I . . . , "r -- -- ----- ---- - ---- -- � L9 ' - - L 9 , - _r . . . . . . . . ' ­­ Lr '+ r - _­­_ __" L -, - r -9L - -9 " _r ' ­ 9-- - - - __ - __ r ­ - - L L' ' ,' L - ' 1. I ­ - ­ 'gr 'r r �� L -, '- ' L ... L _r ' 9" ", " ­ + _' "_ li tr ... L-, _r ,Lr -q- ' ­­ . � [__ V) " ­ LL - ­ , L I ';' ­_ L . ' L ­ r- ­ -r 9 9 ­ I , 9 4 � � . rr " I - - r - 9 - 1 - ­ . . r . r- . - , ' 9 -, r r "� . -- � '- ­ I-- ­­- ­ --- - - -, -r ­ ­ 11 V) - I--� - � - -9 9 9 9.. L r � 4 - 'L - - - � r ; f`__ L � in ; I-- L� ­ ' -- _r . . . L r" - (,q I , � ; . I I i I . 0 N co M In T-- ,r-- r'_ co co 0 w LO QD CN M V- N N to In li 't- 0) to P_ 't co T- CD 00 In It Cl li IN Lx� rl-: (0 N 6 6 lr-: Gi ,: ii '� ['4 V-: (6 a; C6 ip-� 1-: (-i 6 fl- F�_ 1-_: 6 0 0 V- 0 V- CD V- 0 V- 0 0 0 C> 0 C> 0) M 0) 0) 0) . qT I qt qt lqr .4- I ,4t ,qt -;r It I IT It I qT It I qT qq M cll . 01 cl M = IM1111 �� 13+00 U U �-) 1_� D P R OP 0 S ul 6 " MAIN WATERLINE _- � VERTICAL SCALE: C=10' HORIZONTAL SCALE, I"=50' 14+UU 41-9 I I � 14+75 Fa . 1. I iiiiiiiiiiiiiiiiiiiiil 0 1 1 . a . a . a . ft Illil , qb 4 4 ft 4w I 1 � . . -4 * a , . 0 0 . lu ft A . . . .. I ! I I ft a .4 � I a I 40 lus 4D Q a 0 ily 'I o .74 0 40 i ; 2 ; li : � o- I I 1 W . u � in � I , I I � � 0 i � � � � � I I j 1 i I 2 - OR I r : ! i I I i I i ; I - I � ; i � i . � � I : ! LLr. ,- L � - __ !LLLL-,- � ( 1 i LU i � � t� i I � i � i in � ; � I i : . � ! - , , � . � ­ , r� , � � 9 ­ . � " - - , . i i i (5 : � q I � � I i 0 � - 4 4 I � ; ! I � I � � � . ;� I � � i !L - -99" " � i � I � i � A . Iiiiiiv J�L IT R 0 p , P '�"N d? 1-41'� ";_ ' Q " %6 A "' ' I *� � / �L C)I- �_ I. - L cl L�)i_',/26 01 8 ', I Jimmy L. Taggart � ic. No. ..Al .16 1 22841 w vo_�ta. ..li -IONAL '��:�� /" " _____ ) �� Of' - I DATE: __ll I 1 -26-2018 SCALE: - 1 'i JOB: 18-0505 s - I 17.0110 � - -4 s 40 .4 1 a r 11 Ik '10 4 a 00 14 Ill 4 -4 4 1 . I DATE: __ll I 1 -26-2018 SCALE: - 1 'i JOB: 18-0505 FILE: - I 17.0110 - CG-12 �- NOTE: COMPGNENTca OF CURB RAVPS CONSIST OF THE FOLLCUVINGT JOINT CONST, JOINT HYDRAULIC CEMENT SIDEWALK (DEPTH IN INC'HE'S, AREA t4 SQUARE TARPS) GENERAL NOTES: CURD WHEN RECLIRED (4;(-2 OR CC. T IN LINEAR FEET") 6TECIABLC WARNING SUP ACE LAPEA IN SQUARE YARDS) 1. T19E DETECTABLE WARNING SHALL EAE PRQlJCEb BY TRUU AIED 00MES- EACH OF THE ABOVE 1 EMS IS A SEPARATE PAT ITEM ARID SHOULD BE. cwhA AR RED FDR EACH CURB CUT R,AmP. 2. DETECT"aBLL" WARNING. SHALL IDE rRDM THE MATERIALS APPROVED LIST FOR `Cs",S. SIULWALKA- DFT CTA0I_E WARNING Sur PRODUCTS Nr,;T LISTED SH,dUL. MSFT r -RAMP 1221, MA,x 7§4F TPEIUREMIENTS OF THE SPECIAL PROVISOS FOR CC 0 DETECTABLE 48:9 MAX WARNING SURFAgyE At4D SHALL BE GUDW717 D TO THE STANDARDS AND SPECIAL DEGION SECTION FOR APPROVAL. i , 3. SLOPING SIDES Of CURB RAMP MAY 8E POURED MONOUTHIGALLY WITH RAIMP L THIS IT£AI MAY BE PRECAST OR OAST IN PLACE. FLOOR DR BY USING PEAMIS'SIDLE CONSTRUCTION JQ:NT WITH REQUIRED BARS. - 4. IF RAMP FLUOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL OARS SD THAE ADJONINO FLARED SIDES CAN PL CAST IN PLACE AFTER PLACEMENT OF PRECAST RAUF FLCUF: PRECAST CCNC.R€TE SHALL BE CLASS A•4- TYPE A 5. REQUIRED BARS ARE TO 6E NO 5 R 51' PLACED VGENTER TO CENTER, ALONG 1=E�SPEIi�iI��L AR BOTH SIDES OF THE RAMP FLsOOR. MID -DEPTH OF RMP FLOOR. MINIMUM CONCIR'ETE COVER ' t f 6. CURB i` 'CURB AND {rLJTTER >L4PE TRANSITIONS .ADJAUNT TO r-OR13 RAMPS_ 2 ..�,� •c'�y�>'r•,' .. �'� - `" HN91iv ARE INCLUDED IN PAYMENT FOR Gt1RFD .r CURB AND GUTTER: a 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN 04 THE PLANS OR AS DIREiCTEB) BY THE THEY TH BE PROVIDED AT 11'9'iA WHEREVER T2:1 6dA{ y k SSB14REER. HIGHWAY AN ACCESSIBLE aitUTf WITHIN THE R1,:HT CF WA`f CF A H&G;HWA'r FACILITY HI rc• ' • CRC^ SES A CURB REGARDLESS OF WHETHER, SIOFWALK 15 EX'ISTINO, PROPOIED OR 1�9{5NEf,ISTENTT TpE`f MUST L4£ LOCATED WFTHIN PEDESTRIAN CROSSWALKS SHOULD, TYPE B AS SHOWN ON PLXgS UR AS DIRECTED BY THE ENG€NEEM. AND NOT 13Z LQ.ATEa BEHIT!U v HI, STOP LIPES CxlsTiNC LIGHT P[LEc .T`IFE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE RCJTES PROVIDE A iON7IN0iS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONRECTINC ALL i, f R'•:Ati ',", ry� ACCESSIBLE ELEMENTS OF A F'ACILITY THAT CAN BE NSPROA RE0,E",TERFi7 �', A1ND USEEI BY F'EFrEaTR[A•IJS. .te r%�s . ' . '� ='j, - 8. RAMP': Vk( SE PLACED ON RAbIAa OF ` AriaNriAL SFCTiORS PIRCIVlDrb THAT TFE CURB OFSR{IN4; I$ FLACED AITHIN THC LImiTs or THE CRO-SSWAIK ANIS THAT THE SLOPE` AT THE CONNECTION OF TNF' CURB OPENING IS �R` 2;11A AX, �Z� PERPENDICULAR TO THE CURB. iAi1°!\ - '�� A 3" i15" D-PTHI OR INCREA50 AS MUCH AS. D' �.�•-- 9. T°rPICA. CCNCRETF_ SRDEWAI.K IS. 4" TIHICK. WHEN THE ENTRANCE R.ADVICANNOT ACCia':kMl«ODATE THE, TURIFING REQUIREWENTS OF .ANTICIPATED HEAVY TRUCK 4` - - TRAFFIC, REFER TO STANDARD CO -13, COMMERCIAL ENTIPANCE 4HEAV-e _ � -- - Ar I' 2" HIGHER TFIrNJ TRUCV TRAFFIC) FOP, CONCRETE DEPTH. _ EDGE OF PAVEMENT 10, WHEN CURS RAMPS ARE USED IN UONJUNCTION WITH A SHARED USE PATH, 1 AT YY , SAME k5 TOP OF C;UPR THE MINIMUM WIDTH SHALL BE THE WID'1`H OF THE SHARED USE PATH. a'1. WHEN ONLY ONE :URD RAMP IS PROVIDED TWO .ROSSINOQ (DIACONAL), TYPE C .FOR A �U' 4'LANDIN.+ AF2EA $HALL. BEPROviDE0 TO MANEUVER: A WHEELCHAIR PARALLEL & PERPENDICULAR IFITO THE CT{t'*'9TW4LK WITHOUT GOING IlTrO THE TPA) ELWAY. THIS 4'x 4' - LA'NUINC AREA MAN INCLUDE THE CUTTER PAN. =.2. ALL CASES WHERE CLIRS RAMPS INTERSECT A RADIAL SErCIIOPF OFLq TRUNCATED DOME v C>URR AT EKIRAICES OR STREET COMFCT€DN•S THE DETECTABLE WARNING SURFACE 5HA3,_L HAVE A FACTORY RADIUS OR BE FIELD WARNING MDChFRFD AS RE (P)WIENDED PY T14E MANUFACTURER TO MATCH �- C� G C5 'n 6 O 9 rI F {? 4a Q Q G O? a VHF BACK OF CUR17 0 0 0 4 4 1 t t P 0 0 C 0 0 - _... t* I A TDHNG i{AAtF r G €T O J O 0 O a 0 C 0 0 0 a O a 4 4 C 0 4 0 4 9 Q 0 Q 0 Q O t t} 0 0 0 0 0 0 0 0 L'a 0 0 6 t9 0 50/-65>: F PA '•" nIAMFTI;R ,� To �x �fi-�" oe�oc�Cxc aaQ0a-000 GETEGT HE YY,AkIMIId4`�� �`"-"-�',-�- C:7— AT Ba LN OF CURB D.J­IA" f VAWAF,LE FULL WIDTH OF RAMP FLOOR SEE NOTE €2. Ukk GV AWLTEI ��_ f'" I PAY LfInIT"5 DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED' ON A RADIUS DETAIL DETAIL `PI'GT CG -12 DETECTABLE WARNING SURFACE SRECtiICAiIbPd REFERENCE ROAD ME,E3Y,:IaOE STFafiJU,3RpS THE; AE(JUIREMIEWS FDR CG -6 AS SW WN 14 (GENERAL NOTES') 05 51ALUT I QF 5 RFVTaIr," DATE 542 z 03 X15 07/ 151 viRrh11AF QEP'ARbACN7 OF TRANT'PCATATION ur 2016 ROAD & BRIDGE STANDARDS w PERMISS0,LE C, ON S'TR'UC•7IO N� .JOINT Pv 5 i;r,Fh'lJ_d" LUNG 4 12" r -C 5'ItS' t _.. TRUNCATE 0061E 5EE SKEET 1 OF 5 FOP UETPOLS. - E21 _Mifl GACR OF cuut_, IL 1 P4A2. - 48-1 MAX SECTION A -A ,raPE R}.[IsSIT3LE r" CON55TRUCTICIIII JQ NT cJ A. SECTION I3-13 NOTES: FOR GENERAL NOTES ON TKF DETECTARLE, WARNING SURFACE. SEE `iHELT 9 OF 5. THS DESiGH TO BE UGELS FOR CONsTIRUCT'Iv}N 'ruAl IrICOTRPORATES WIDER SIDEWALK, 1-44DING C4 MYIUE? Rt4UR£Ut AT TUP OF CURB RAMP, MINIMUM CURD RI'hiF LENGTH �5 FLLT FOR NEW CQN5T IF UQTIUiN, TYPE A WITH BUFFER STRIP CC -12 a+' A 4' SQUARE LANDINC: A 4` SCAUARTE LANDIN:d AREA OUT S DE OF AREA OUTSIDE OF ta' TRAVELWAY SHALL TRAVELWAti< SHALL 9L PROVIDED WITHIN BE PROVIDED WITHIN HE MARKEDTHE MARKED } a S? CRi SNaLK !ll?EA� R CROSSWALK ACEA LTi Vi �u i' A In Ln Ci-OSSWAL.K CWA I4 ¢a - CI_ TYPICAL PLACEMENT � li II TYPICAL PLACEMENT AT INTERSECTION CROSSWALK � f��SINA�� AT INTERSECTION WITHIN CROSSWALK DIAGONAL PLACEMENT WITHIN CROSSYWALK DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH E3UFFER STRIP SPECIFICATION 1V E_ OT REFERENCE CG -12 DETECTABLE WARNING SURFACE ROAD ANO BRIDGE sT,a,rFDaRDs 105 TYPE A, (PERPENDICULAR) APPLICATION REVEl IQN DATE SHEET 2 OF 502 YIIRiNIN£A. UCP!NATMENT OF i RAJNSP(IRT'AT1OkN :2.03,06 2016 ROAD & BRIDGE STANDARDS Cc-I� A )45 DQWELS, S` LONG AT 12" 12:1 M a its / FSER! I^SiBLE J COINS RUCTION JOIh1T I� I CSU[ TAr`Ak,L511 ° t$EC TAGI-E)I -.n.-TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DrTAILS S 0'" MIN _�_HAFE 0 MATr,H FACE—' OF ROADWAY 'CURB I BACK OF UHB_ _ 46 � 1 N _ 2" MRN: SE(:T IC, N A -A I WITHOUT SUFIFER ,TRIP F�Ex�RAts'Ie°�E .'� I:GNSTi?tJCTIC3PN ' _,SPLINT `I n SECTION, I3_8 T '� '". C'R95;xW?S,K 1 A1g*+A�UARE LA141 L lFE0, GLIT5XIE QI` INAVEI-WA'r CROSRB-- MclCA CROSSWALK CUi ' p. {� sRcL 8E6K_PRF',,R � . / PEWENULAR C.RQ}SWALK 4C)lES f,JF CENERAL NOTES ON 14E DETECTABLE W.&ANr':IG SURFACE. �J, l � %TW THE 4ARKED SEE SHEET 1 OF 5. ` :' s. caiaSSWALK AREA. CURB I HE REQUIRE: LENGTH Of A PARALLEL RAMP TYPICAL PLACEMENTx -w BUFFER STRW 15 LIMITED ra 15 SEET•REG.AROLE55 OF THE .AT INTERSECTION s'SOEWALK SLOPE. WITHIN CROSSWALK TYPE O PARALLEL LMDlfi; DIAGONAL PLACEMENT APPLICATION LANUNG 48,3 MAX. "AWKG 4011 MAI, Mt1ViMUM RAMI' LENGTH1, �iiFFFr' I?t?+*IJue'A.Y GRADE IN FEET II'•1 PERCENT I - 1 4. �•%' Cr4N2E 4„ OUR( 6" CETF2B 0 4 6 ti A= 9 CRO55WALK CROSSWALK TJ TO 1 F,gP.tOGRASS c,PETC - CrJR& g n P) GURt1 to �[ WITH BUFFER STRIP p WITHOUT DUFFER TRIF� VOC—I—CG 12 DETECTABLE WARNING SURFACE SPEC1ERLNE ttiEFLRLPNC E ROAD',TND RRIDGE STATNDARDS SHEET 3 Of 5 €?E`JISION DATE TYPE B (PARALLEL) APPLICATION 105 2O 3.0707x16 VIRQINIA DEPARTMENT GE TRANSPQRTAHC)N 502 2016 ROAD & BRIDGE STANDARDS NO BACK OF CUR 20 •1_ F A # I f y 1 .51 MIN. JOINTS5FT-ILE CONST- ® _4— -iii=' I . SEE ZHLET 1 OF 5 FOR DF7:4IL5 A 4'SQIJARE LANDING � TANGENT PLAN AREA OUTSIDE OF H R E TO MATCH FACE TIRhVELWA,"r SHALL OF ROADwr;'( CURB 4E PRQVIDED 'WITHIN 2-0" MIN. MIN;. TFTE MARKEL) CROSSWALK AREA, r Ax. Y5- i � = T T , 2 HGHER FAIT ECCE OF PAVEMENT 3 »8 1 V , X AT °' X SNAE AS TOP OF CURB µ•a SECTION ASA -A � X,X A' TVP. TYPE C PARALLEL & PERPENDICULAR _ _ APPLICATION TRr}wfpyra'Gh��7E M MINIMUM RMP LENGTH IAN PEf URA IN FEET - a. - 5'�IOE WALK: 4' HLIFFER GTR#H 4 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP AT A3, 2" HIGHER Th, -N EDGE OF PAAYEMECNT A7X-,T,',SAIA_E AS TOP AUF CURB SYP J ... 2 i t'ydly _ ,� .....5_-__m_ .-' "' ._.-" AT YF . 2" HIGHER: THAN " ` \ EDIUE CF PAWEIOENT ATXX, SAME A: TOP OF 'CURB 4 �..,_ 4- _ 9,. NOTES= FOR GENERAL NOTES ON THE DE'TEGTABLE WARNING SURFACE, 5' .- 1.5 _ 10 SEE SHEET 13F 5- .. THE SELECTION= OF CURER T''PE AND THE C UNFIGURATION CIF THE 7 1 15 � BUFFER STRIP WAY VARY TO MEET EXISTING FIELD, COHD[TIONS AND ROADWALY GFO'WFTRIC", PROVIDING TIRE DIWUtSGN•S AND SLOPES ARE AS NOTEU7 THE REQUIRED LENGIH OF A PAtRALLE€. RAAP IS THIS. COMBINED IPRALLEL & PERPEROICULAR) VfEtICIAJ CAN HE USED WITH LIMITED TO IS FEET, FEGARDLESS OF THE SLOPE. ADJOIFBNG BUFFER ,TROP. LA,NDiNG AT I30TTQM OF TWO SL,4PINC SIDES WITH VY `WN. THE SHORT P5RPCtH71C'ULAR RUN TO THE STREET CAN BE PROTECTED FlY A. LANDSCAPED SETBACK. OR; CrIFINEC7E1) TO THE S.IDEWAl-K WITH A WARPED SURFACE, SP£CIMCATIOM XVDDT REFERENCE CG -12 DETECTABLE `DARNING SURFACE 1tOAft rV`NTi 1GR€4GE STFt-ITiN9C7S -t:: 105 TYPE C )PARALLEL & PERPENOICULAR)i APPLICATION RL11I5IU'P7 S1iE.ET 502 iRikeANI , tfPAF2TMENr Of TRAN5;PIi4kTATiCFN U7F1( 205,0E 2016 ROAD & BRIDGE STANDARDS C12 C DETECTM WARNING LE CEYR) MEDIAN WITH CUT -THROUGH TYPE M2 ^671 --•�49 1 �L2Cd 1` f ` -.ti t/ ��, SECTION C. Z NOTE LeM�f "tea �t` (Klin.) 6 `iv l VARIABLE 'xj--=^ 20'1 5EE NOTE 2° 2' SECTION D D SEE 140TE 5--\� t5 � '- DETEGTA£iL£ WARNINC (TYPT Min RCFLJGC ISLAND WITH RAMPS TYPE RI1 n MEDRAN WITH RAMP REFUGE ISLAND CUT - THROUGH TYPE Ml NCITES� TYPE R12 E' .4-Min.�RAP- L FOR GENERAL NOTES Ott THE Dh TECTABLE WARNINC SURACE, FiAP �-��"i'SE. ".`R 12.9 Pa�a•i R.uh1�.�..w...,.� SEE SHEET i OF 1 9 6 2. CURB SHALL BE SHAPED TO MATCH THE FACE OF ROADWAY CURB. 3. SEE ROADWAY PLANS FOR MEDIAN AND REFUGE ISLAND DIMENSIONS 4- RAMP_ AAD CUT THROUGH'S SHALL 8E ALIGNED- WITH LRC•S'3.WALKS. 'V:. TIDE RAf4 S AND CUT THROLIC'H'5 13HALL BE #N+5-TALLED AND PAID FOR as SEE NOTE 5-' 4" HYOITAULIC CEMENT CONCRETE SIDEWALK IN ACCORDANCE WITH SECTIGN 504 OF TFE ROAD F, BRIDGE SPECIFICATIONS. ExCA'VATtovI OF MATERIAL FOR THE III$TALtATIQN QF TRI£ ,VLWALK 5NALL UF_ ttS_,LkKA;Q IN THE PRICE SID FOR 4" HYDRAULIC C'EN04T CONCRETE SIPE'WALK'. 13. DVT P+ Ri;:VGH'S LE,:S THAN F° IN W10TH ` H.ALL ENT HAVE DETECTAULE WARNIN"GS INSTALLED. NSTALLED. ENTICiN -\iDDT REFERENCE RCALE STkLIDARDS CO—12 DETECTABLE WARNING SURFACE T s Ir SHEET u OF 5 1 REVI-SION GATE MEDIAN AND REFUGE ISLAND - APPLICATIONS iQ5 203.00. '7/12 VIRGINIA UERARTMENT OF TRANSPORTATION 5M" 2016 ROAD & BRIDGE STANDARDS NOTE'S, 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4666 PSI IF PRECAST. 3. C.OMMMAT04 CURB L GUTTCR HAVING A RADIUS OF 300 FEET CSFB FESS CALONdG TACE OF CURB) SKALL BF PAI0 FOR AS RA a k CE WN^A'IIQN SUftO ds O,lTTER. 4, FOR USE WITH STABILIZED OPEN-GIRALTED DRAINAGE LAYEIR. THE BOTTOM OF THE CUi€I 6: GUITFfT ,SHALL FTE CON57RUCTFD PARALLEL TO TIRE SLOPE OF 9J3RA5F COURSES AND TO THE 'DEPTH DF TI -F PAVEMENT. W 6F :y#i19" 1.A FOR TPf U .OF C', IS 13A ON ROADW Y CLASSIFICATION AND DESIGN SKE-D AS SHOWN IN APPENDIX A GF - -'"{ f 211 R 7W ROAD OESIGN MANUAL ON CS URBAN S ®AR .IN THE SE TION Z A _ T1 90TTCM OF THE CURIO AM GUTTER MAY' DE CONSIRUCTED PARALLEL TO THE 'SLOPE OF SUE1E?ASE; COCFIR5E5 PROVIDED A S /T,,sEA- MAY HE CONCRETE IS iADEPTH €]F 7" AT THE OPTION OF TAI£ CONTRACTOR A.4A�+JN iTAINETx. REFERENCE COMBINATION 6I1 CURB AND GUTTER _%AO AND-IBROGE ST"MDS M-5 REVISION DATE SJ -£ET I OF 1 -502 VIRGINIA DEPARTMENT OF TR.ANSPORTATNCM .2111„D.3 0I-3A, 38, 3C FOR DETAILSOF INLET anr rvoeu-w Inma 3'-'0"' , f coeur s, rnvcri vary nc concur n, v EXPANSION KEYED � r JOINT CONST, JOINT BARS D BAR G an BAR z z ¢'-BARS FJ g + w v NOTES +• , i , L THIS IT£AI MAY BE PRECAST OR OAST IN PLACE. • 0 2. G;WNCRETE TU DE CLN55 .A3 IF CAST IN PLACE, • to .,• ' i OKPGOM3 FSI PRECAST. RK 0 • 2` R a N 3. CU7RH HAVING A RAt7lL35 OF 300 FEET OR LE.55 4 • rc• ' • C'FILONG FACE SOF CURB) WILL EDE PAC FOR AS tu RADIAL CURB. ► s' q., THE PERTH OF CURB MAY BE REDUCED AS MUCH ` 9 i 0 A 3" i15" D-PTHI OR INCREA50 AS MUCH AS. % � i T' 12?' DEPTH; IN ORDER THAI THE 80TTOM DF CURB PALL COINCITIF WITH THE TOP OF A. F � COURSE' Of THE PAVEMENT SURSTRUCTURF. Ap �~ QTHERWr$SE" THE DEPTH IS TO BE 18" AS SHOWN ,r � s. Pit(? ADJUSTWENb IN THE F"RCE END 1S 10 BE MADE.� w� _ ..., A► FOR A BLCIBEASF OR AN INCREASE IN DEPTH. 9. CG -2 IS TO BE USED ON ROADWAYS MIEE710rr. � F Y° SURFAGE THE; AE(JUIREMIEWS FDR CG -6 AS SW WN 14 OPPENCIN A OF THE VDOT RQAU UESIGN MANUAL, ur IN THE SECTM. ON GS URVAN STANDMDS. � 4 if� +/26,/2018 TaggartJimmy L. 22841 IONAL BASE CL ff A _ ,r^2" RADIUS I RIR}mIn I 1.4 C 5 4. SURFACE -- EL 0 ie 1:.=p .t , LL bT �° BASE X m. ji OtJEeBASE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRMECI S 16 SHEET: OF • "��DC EFBf;NC STANDARD 611 URB RiYetCD ANTI ETR'I�E SI STAh;iDARl35 1a5• REVIVIDNI 4ATE SK ET 1 OF 1 DO2 VIRGINIA "},E,PA[RTMENT OF TRMSPORTATION ,2U7 t_C}i NOTE'S, 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4666 PSI IF PRECAST. 3. C.OMMMAT04 CURB L GUTTCR HAVING A RADIUS OF 300 FEET CSFB FESS CALONdG TACE OF CURB) SKALL BF PAI0 FOR AS RA a k CE WN^A'IIQN SUftO ds O,lTTER. 4, FOR USE WITH STABILIZED OPEN-GIRALTED DRAINAGE LAYEIR. THE BOTTOM OF THE CUi€I 6: GUITFfT ,SHALL FTE CON57RUCTFD PARALLEL TO TIRE SLOPE OF 9J3RA5F COURSES AND TO THE 'DEPTH DF TI -F PAVEMENT. W 6F :y#i19" 1.A FOR TPf U .OF C', IS 13A ON ROADW Y CLASSIFICATION AND DESIGN SKE-D AS SHOWN IN APPENDIX A GF - -'"{ f 211 R 7W ROAD OESIGN MANUAL ON CS URBAN S ®AR .IN THE SE TION Z A _ T1 90TTCM OF THE CURIO AM GUTTER MAY' DE CONSIRUCTED PARALLEL TO THE 'SLOPE OF SUE1E?ASE; COCFIR5E5 PROVIDED A S /T,,sEA- MAY HE CONCRETE IS iADEPTH €]F 7" AT THE OPTION OF TAI£ CONTRACTOR A.4A�+JN iTAINETx. REFERENCE COMBINATION 6I1 CURB AND GUTTER _%AO AND-IBROGE ST"MDS M-5 REVISION DATE SJ -£ET I OF 1 -502 VIRGINIA DEPARTMENT OF TR.ANSPORTATNCM .2111„D.3 0I-3A, 38, 3C FOR DETAILSOF INLET anr rvoeu-w Inma 3'-'0"' , f coeur s, rnvcri vary nc concur n, v EXPANSION KEYED � r JOINT CONST, JOINT BARS D BAR G an BAR z z ¢'-BARS FJ g + w v I I I SECTION A -A / KEYED CONST. JOINT 2" WARPED G7ER BARS A APPROACH GUTTER t- ---- ---'-'-----------� BARS G I Y I BARS F BARS E Imo.,., B, - •BARS E 3Y 3'• DIAMETER BARS B - - - - I WEEP HOLE FRONT ELEVATION BARS F (GUTTER REMOVED) 1 3-4,; g �g 5X1/4” BENT PLATE I! SECTION B-6 TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 CG -7 STANDARDS.L2Yz"X211/2"'XI/,•° - TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. TYPE A .. GALVANIZED A TYRE B I%`° X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'0-C. CONNECTORS AND IS TO BE ANCHORED WITH r/2` X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C -C. z" APPR. PAV'M NT DH3A L 01»38 _. _ � DI -3C F _ WARPED PAVEMENT FLOW FLOWF1.OW If A ff III f ) 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 2 REVISION DATE 12" - 30" PIPE). MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1 d TRANSITION BETWEEN q PIPE DIAMETERS WHEN DIFFERENT SRZES OF PIPES ARE ENCOUNTERED. NOTESI SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDAMICE WITH THIS DRAWNG IS TO APPLY TO THOSE STRUCTURES SPECIFIED SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIP£, 9 9 f � I ?� X00 TLET PIPE TO INVERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS c� SLOPE TO DRAIN ON PLANS OR WHERE; INVERT OF PPE IS ABOVE INVERT OF ` TOI ETERT PIPEF SSTRUCTURE. MAWOLE OR DROP WILET IS TO BE FORMED Aho CONSTRUCTED 1� IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING, r THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX COWORMING TO CLASS A3 OR % ,,.• ,. CLASS Cl,XCEPT THAT 25X OF COARSE AGGREGATE MAY 9E UP TO 4'I IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, A j BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE a SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE CCARSE AGGREGATE SHALL REMAIN EXFOSED, DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AMD OUTLET UL,_j CONFIGURATION AND FLOW LINES,SECTION B-8 PLAN METHOD OF TREATMENT IN MANHOLES XV=T STANDARD METHOD OF SHAPING SPECIFICATION ROAD Ahi} BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 RE\IISION DATE �' " " �� � ����� I������ 302, 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION �1 w � r / f - CONTOUR I OF PIPE - 1 d TRANSITION BETWEEN q PIPE DIAMETERS WHEN DIFFERENT SRZES OF PIPES ARE ENCOUNTERED. NOTESI SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDAMICE WITH THIS DRAWNG IS TO APPLY TO THOSE STRUCTURES SPECIFIED SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIP£, 9 9 f � I ?� X00 TLET PIPE TO INVERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS c� SLOPE TO DRAIN ON PLANS OR WHERE; INVERT OF PPE IS ABOVE INVERT OF ` TOI ETERT PIPEF SSTRUCTURE. MAWOLE OR DROP WILET IS TO BE FORMED Aho CONSTRUCTED 1� IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING, r THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX COWORMING TO CLASS A3 OR % ,,.• ,. CLASS Cl,XCEPT THAT 25X OF COARSE AGGREGATE MAY 9E UP TO 4'I IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, A j BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE a SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE CCARSE AGGREGATE SHALL REMAIN EXFOSED, DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AMD OUTLET UL,_j CONFIGURATION AND FLOW LINES,SECTION B-8 PLAN METHOD OF TREATMENT IN MANHOLES XV=T STANDARD METHOD OF SHAPING SPECIFICATION ROAD Ahi} BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 RE\IISION DATE �' " " �� � ����� I������ 302, 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION �1 w CD M +• , i , • 0 • to .,• ' i RK 0 • a 4 • rc• ' • tu ► s' ` 9 i 0 % � i A► if� +/26,/2018 TaggartJimmy L. 22841 IONAL CL ar l 0 I LLJ t II 1.4 C EL 0 LL X 16 SHEET: OF • IF 1. COMPRESSION x 31e MALE PIPE COUPLING 45* OR APPROVED EQUAL FINISHED GRADE rT-,-, j] -F=--. ITI=,-_-T L PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS IV 1* TYPE *K'- 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. SOFT COPPER TRENCH REDUCER FOR USE ON ATTACHED SINGLE FAMILY max RESIDENTIAL SERVICES OR DUAL RESIDENTIAL 4 4 AND IRRIGATION SERVICES.PLUG 1'xl'xl' TEE FINISHED GRADE 4 (D NOIL- ell NO SWEATED FiTnNGs 2500 P,S.I. CONCRETE THRUST BLOCK - - - - --- - - - - - - - - - - - ADJUSTABLE TRAFFIC RATED - - - - - - - - - - - - - - - - - - DUAL SERVICE UNDISTURBED SOIL FOR ALL BENDS FOR TEE OR VIE ITTINGS 18!' MIN. VALVE BOX W/ LID FL 1' COMPRESSION x 3/4!' MWDEN TRENCH TOALE PIPE COUPLING z ACCOMMODATE OR APPROVED EQUAL PROFILE VIEW, ANCHOR IF 1* TYPE *K* REQUIREU. Z SOFT COPPER M rl 71 11DOING AS I)D REQ L 00 FU IRED cq FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WERE AN tRRrGA'nDN I> METER IS NOT PROVIDED. Pxv SINGLE SERVICE UNDISTURBED SOIL EDGE M.J. GATE VALVE 24!' MIN, IN m MIN NOTE- OF TRENCH 4 I- T 1) SADDLES SHALL BE USED ON PVC PIPE - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - CAST IRON LID 174 REDUCER 8* MIN SEC17ION 1-1 SECTION 2-2 FINISHED GRADE h� PIPE OE EE BEND DIMENSIONS r TEE AND PLUGS VOL_ -SIZE OF(FEET) CU.YD- ctlyD- SEND LOCKYANG BALL METER ,,±FREET) , :L4 902�50 r2, 2.50 Al_ BOX 0.24 4" 6" 4,15 G 0 IMA & 38' MIN, DUTLET) CUPPERSETTER 2.60 0.15 2.500 P.S.I. CONCRETE THRUST BLOCK--* 4 2.25 2,190 0A5 22 1/2 1 �50 2,00 2.52 0,10 1/8 BEND COUPLING 1,50 2.00 -------------- - - - - - - - -- - - - - 0110 METER M! go 3,66 UNDISTURBED SOIL EDGE 4 42,4!' MIN. OF TRENCH 3.21 0 48 , OP• F3* 45 22 1/2 NOTES-, ILA VIEW 2.66 2.15 177 2.59 0,26 OA 3 3.16 CORPORATION STOP BRICK AS NECESSARY 0.32 NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT USE 1.66 2.16 2,.67 0.13 PLASTIC SHEETING AS PROTECTION FOR BOLTS. C83 3 SAND OR DUST UNDER e PIAMM DRAIN PIPE, 12' -INCH STONE POCKET, MT ' " �7 13OX AND SETTER (2 *" �,,r �-- " 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF 10 Ie 45 3,33 F3,18.3 )__ a Z _ �'T SPEC, 203� W, 57 AGGREGATE MINIMUM THIMESS) 0,43 3.83 TRENCH OR AS APPROVED BY THE ACSA. 0= 22 h� PIPE OE EE BEND DIMENSIONS r TEE AND PLUGS VOL_ -SIZE OF(FEET) CU.YD- ctlyD- SEND H ,,±FREET) , T 902�50 r2, 2.50 3.01 0.24 4" 6" 4,15 G 0 2.25 2.60 0.15 ZOO 2.25 2,190 0A5 22 1/2 1 �50 2,00 2.52 0,10 11 1/4 1,50 2.00 2.50 0110 go 3,66 3.16 3.21 0 48 F3* 45 22 1/2 2-66 1.00 2.66 2.15 177 2.59 0,26 OA 3 3.16 2.91 2�66 0.32 11 1/4 1.66 2.16 2,.67 0.13 'T' C83 3 "3 10 Ie 45 3,33 F3,18.3 )__ a Z _ �'T 2. �45 2 0,43 3.83 4�OD 183 0= 22 2 Z:. 0.24 1 34 0.18 WATER f 3 LINE 4 2500 P.S.L CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK 4 4 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE 1. THRUST BLOCKS ARE REQUIRED Mi.FNEVER THE PIPELINE CHANCES DIRECTION, CHARGES ACSA. IX (6) INCHES ABOVE GRADE. IZE, CEAD ENOS AND AT YALVES. IN REMOTE AR TYPICAL SERVICE LATERAL INSTALLATION NOTE EAS, VALVE BOXES SHALL EXTEND S CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. Z USE 2500 P�31 CONCRETE, THE CONSULTING ENGINEER SHALL OF RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF 3. NO CCNCREJE SHALL HE POURED ON ANY PART OF THE JOINT, (5/8 & I METERS) ALL THRUST BLOCKS, 4, THE CONSUL71NG ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE SIZE OF ALL 'NRUST BLOCKS TYPICAL GATE VALVE TYPICAL REDUCER THRUST BLOCK NTS CONCRETE THRUST BLOCKS NTS FIG. W -6A NTS NTS FIG. W-5 FIG, W-43 FIG. W -3D TD -10 TD -3 TD -9 TD -7 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL COVER LIFT NOTCH JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. 14 1/2" ;4 , I I IN NOTE: HYDRANT MUST 13F _: I [ 12 3/8" SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. EQUIPPED WITH CHARLOTTES SHALL 1 VILLE THREADS MICH IS all INITIAL BACKFILL a. 12 1/2" THE LOCAL STANDARD, VARIES Mila MIN. IN. MIN. LENGTH OF BRANCH VARIES, 5 6" BEDDING 6' MIN 1� - 5' #68 STO o.10 NE WATER 2' TO 10' (270 '-22" STABLE SOIL ROCK LVE BOX 7 CU. FT. CAST IRON LID #68 STONE SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL 8" METER BOX STONES TO INSURE THF, PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 6 #68 STONE " GATE .r. 42"' LAIN VALVE WATER SEVER TEE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION fi 2E00 P.S.I. CONCRETEF � BASE AND THRUST LOCATION OF OTHER UTILITIES BLOCK AGAINST UNDISTURBED STABLE (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) SOIL, STEEL 4! INITIAL BACKFILL ' WHEN THE SOIL IS DISTURBED OR *IEN RESTRAINED JOINT FITTINGS UNSTABLE a., 4MI A HYDRANT IS LOCATED IN A FILL, IN ADDITION EASEMENT WIDTHS, WATER OR SEWER ONLY 20' MINIMUM SOIL 6" EXTENSION MIN. MIN. MIN MIN TO POURING CONCRETE, A STEEL PILE SHALL WATER & SEWER 30' MINIMUM #1)8 STONE BE USED AS ADDITIONAL SUPPORT. GRANULAR FILL AS -APPROVED BY ACSA PIPE SLOT STA -"STABLE SOIL OR ROCK (2 PLACES) NOTE SEE PART 3, PARAGRAPH D) SEPARATION OF WATER & SEWER SYSTEMS, 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE NOTE 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES ) 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 3- FINISHED GRADE SHA -L SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. UTILITIES CRLISSING A WATER OR SEWER EASEMENT SHOULD BE AT ABOVE THE INITIAL BACKFILL, NOTES., IT IS NOT ALLOWED IN THE DITCH. 9V TO THE RIGHT [IF WAY, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 4. NO DRGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED REQUIRED TO BE IN VF_T AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, TYPICAL METER BOXES TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. UTILITY LOCATIONS & EASEMENT WIDTHS DUCTILE IRON WATER (5/8"-l" METERS) FIG. W-4 PIPE INSTALLATION BEDDING NTS INTS FIG, W-1 NTS FIG_ W- 7 TD -8 FIG. W-2 TD -1 TD -2 TD -13 'w A 0 cm C) :D cr) 03 < 7_ Z 0 CC "% LL q- it uj �t Q ci 4. ct ft. W LLI c 005 r: I t3,qc 0 -4Ir cv 4111C ft. < u') ;tQS:E(6 -ft. 04 ca tu - Eft 0 < c? 0 LL CIL Uj Ito •qK c\I z of-- -Lu- cf) Z (y) ';t Tri w z 0 UZI m CL Z 0 91 CA u Z LLI cl 004 J 0 z �H Op cs lib. _'�l /26 X01 8 Jimmy L. Taggart Lic. No. 22841 Z > W 0 C\l Lu -1 2w m < W 0 0 OC) E-4 Fr" 0 Z pq _j - Z) a- < < (1) LL U) > z z W > r T_ F_ DAT E: 11-26-2018 SCALE: NA JOB: 18.0505 FILE: 17.0110 SHEET: 7 OF 20 PRECAST CQ+NCPETE MANHOLE BASE$ SHALL RE FABRICATE) IN 14CCQW.'DANCE W!TH PART V, SECTION G OF THESE cIPECIFICAPONS. NISHELD. GRADE `llf,,,llf.,,lfl;,Ike Falb€.,,lfF-� -...� SE i DOGHOUSE BASE � � "x, AIR I ELAS VALVE i �, ONCONCRd-Ts E3L lLf m DOGHOUSE OPENING SHALT,. v BE PREFORMED By \\ MANUFACTURIE OR a. I6EL.GATE I " BRASS OR BRONZE PIPE - - �1 � �._, . f�'' VALVE SAW cur TO FIT PIPE , �� C119T`_iIQE C?dAMATEI' ` ' °` 4 DRAIN TO GRADF IF POSSIBLE --1 BRICK SIJPFORTS OR SOLID GEMENT BLQCU<S TYPE .,K„ SOFT COPPER CORPORATION STOP IASHFH STONE NOTES- 1) OTES:1) A PRECAST' MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A ME TFR BOX ASSEMBLY IN NON -TRAFFIC AREAS. OR APPROVED EQUAL, SHALL HE. USED 2) FOL, WATERUNE'S SMALLER THAN '12" USF A 'I„ A,P.'V, ArNl'U FITTINGS. FOR WATFR LINES 12" AND LARGER USE 2" A.P,,V, AND FITTINGS. 3 IN SITUATIONS WHERE THE A.R,V. ASSEMPL'Y CANNOT BE OFFSET FROM, THE VAIN AN A[7E IJATt FOUNDATION SHALL UL INSTALLED SO THE WATER LINE. E OE$ NOT SiJF'PORI THE MANHOLE CONE. WATER MAI AIR R E L' S E VALVE (ARV) N TS FIG. W-9 7D--` 0 VE BOX VARIES RESTRAINED JGfNT RTTINGS ■ J, PwG VAHIL�5 THREADED COUPLING PVC SLFEVI x BRASS NIPPLE AND PVC CAP LUBRICATE ALL THREADS THRUST BLOCK- ---- ,,., METER F30X (SEE FIG. W-7) VALVE - -- NO. 57 STONE M.J. FITTING --2" PIPE SLOPED TO DRAIN. IF i. �. ORALE ALLOWS VARIES VARIES 2" BRASS PIPEa:ID tl WATER MAIN AND VALVE " THREADIZO 'TAIL ARE SAME SIZE PLUG [BEAD END (TYPE 'A") TYPICAL BLOW -OFF ASSEMBLY NTS F#O_ W-8 ID -19 ';FISTING SANITARY SEWER, PIPE MIN. 12" CLEARANIC . BETWEE14 EXISTING E'IR'E AND STONE QEDDJI' a� -12" 'THICK V001 tC Nc. 68 `TONE BEODING 8"x8"x2,I5" SAND 1."98%16" j SOLID CONCRETE SLOCKS CENTER W/PISEP DOGHOUSE MANHOLE BASE , 113494 bY$1,1&iY$f$III I IIFI liliatfilF Rd itk t,llitll!i[llVfikt, iilif It {f l]!9 $3F?YI,SiI$I titli llll 11- FILL., ,$i lkit9l (!l A{11 -FILL. DOGHOUSE ,iPEN NG ! MANHOLE ABOVE BASE SHALL- ,AROUND EXISTING 'IPE SE CONSTRUCTED AS SHOiNN '= ~� ' WITH 3,000 PSI CONCREIE I ON FIGURE S_ 1-A ` sff OR NON --SHRINKING GROUT ALLOW CONCRETE "� ��' WRAP E XI S LING PIPE MTH TO FLOW .A hllt^d. NECIFIRErIE UA Kr J MATE,RIA,I.. �L 1'-0` BFYurL B � :� ro ° • � DEFt;fiE FILLING THE OPENdIvf OF `7TR ICTURE NEOPRENESEE QRED BY 2 tti0t ,I_ A cry CORROSIVE STRAPS, 1 ON k.,wt:H SIDE OF OPENING 1 -12' MIN, CAST -IN PLACE �. 1,000 PSI C:ONt;EtE'= _ BASE FOUNDATION SECTION VIEW ............Y:.149........................SF1 k.Yallfi............F R...............I.............................IIY NOTES; 1 t ON STRUCT A FC)IRI� ED INVERT FROM NEW 'SI✓`°'�"�E`R LINE TO At -..LOW FLOW TO THE EXISTING PIPE. ?. PCAJR A SHELF TO THE LCWER HALF OF THE EXISTING PIPE. -3. RUT AND R"W.MOVE THE TOP HIAL.F OF EXJST}NG PIPE TO WITHIN 6" 0;F T HE MANHOLEWALL'" AFTER TITS INVERT AND SHELF HAVE I BEEN FORMED, AhID THE. MH HAS BEEN FULL'Y TESTED IN ACCORDANCE. WITH THESE SPECIFICATIONS. g TF1`P1C,iAf_k/1ANH0LE BASE SHOWINVG' "DOGHOUSE' H,.,' STALLATI ON N, T. FIC, S--i-A1 #5 BARS o 8°" C -C TYP. SECTION AJ -A STRUCTURE SIZE AFRI WALL THICKNESS VARIES NOTES: 1. THE STANDARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECIIIED IN THE PLANS ON THE DRANAGE SUMMARY SHEET AND/OR THE DRAJNAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 8` TO 12' WITH NO SAFETY SLAB LOCATED WITHIJ 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER, 2. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE, STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS A3 000O PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI), REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31, 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WITH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TD -22 #5 BARS a 8" C -C TYP. ► Ii SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS # 5 BARS 0 8"' C -C TYP. TYPICAL PRECAST UNIT xvoc7T TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFEW-WE" ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE 302 106.14 VIRGINIA DEPARTMENT Of TRANSPORTATION FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA - "f RUBBER COATED STEEL STEPS CAST IN PLACE - PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS --- .•� MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5*" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE- CHANNEL TO BEFILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT OR A SM 007N T TRANSITION OF FLOW BETWEEN! INLET & OUTLET PIPE SHALL BE STREET SURFACE OR `• SCALE: THE DROP CONNECTION SHALL BE DUCTILE: IRON PIDE (CLASS 50) 6" BACKFILLED IN E'" LAYERS AND COMPACTED BY HAND TAMPERS OR BACKFILLED NTH SELF -COMPACTING STONE, • , i .•' _ SHEET: 34" DIAMETER 77. o __ 12" MIN# 16" MAX e ACROSS M.H. FROM INLET TO P' P F ,� 1__ 1 � T P :P itl 2- A FILLETED INVERT FOR A SMOOTH A �' TRANSITION OF FLOW BETWEEN SECTION AJ -A STRUCTURE SIZE AFRI WALL THICKNESS VARIES NOTES: 1. THE STANDARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECIIIED IN THE PLANS ON THE DRANAGE SUMMARY SHEET AND/OR THE DRAJNAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 8` TO 12' WITH NO SAFETY SLAB LOCATED WITHIJ 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER, 2. THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE, STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS A3 000O PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI), REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31, 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WITH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TD -22 #5 BARS a 8" C -C TYP. ► Ii SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS # 5 BARS 0 8"' C -C TYP. TYPICAL PRECAST UNIT xvoc7T TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFEW-WE" ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE 302 106.14 VIRGINIA DEPARTMENT Of TRANSPORTATION FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA - "f RUBBER COATED STEEL STEPS CAST IN PLACE - PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS --- .•� MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5*" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE- CHANNEL TO BEFILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT OR A SM 007N T TRANSITION OF FLOW BETWEEN! INLET & OUTLET PIPE SHALL BE STREET SURFACE OR PROVIDED.``--- MIN. 5" BEDDING NOTE : Wj NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR TETE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SNOWING BLANCH TIE --IN N.T,S FIG. S -1--A TD -25 FRAME & COVER SEE 1=73. S -I -D, E STREET SURFACE OR _NON -PAVED AREA SLOPED AREA 2f -0 -RUBBER COATS E3 STEEL STEPS V-0"MAX CAST IN PLACE "- PRECAST REINFORCED CONCRETE iA ' SECTIONS WITH "0" RING SEALS OR APPROVER? EQUAL N -O" MIN NON-PA4`LD AREA SCALE: THE DROP CONNECTION SHALL BE DUCTILE: IRON PIDE (CLASS 50) 6" BACKFILLED IN E'" LAYERS AND COMPACTED BY HAND TAMPERS OR BACKFILLED NTH SELF -COMPACTING STONE, JOB: �J 1 -D" MAX =� 5" _ SHEET: S -O" ?VIN V o 6 12" MIN# 16" MAX e ACROSS M.H. FROM INLET TO 4r 0rr �s VARIES " ,� OUTLET SHALL BE 0.20 FEET itl 2- PROVIDED.``--- MIN. 5" BEDDING NOTE : Wj NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR TETE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SNOWING BLANCH TIE --IN N.T,S FIG. S -1--A TD -25 FRAME & COVER SEE 1=73. S -I -D, E STREET SURFACE OR _NON -PAVED AREA SLOPED AREA 2f -0 -RUBBER COATS E3 STEEL STEPS V-0"MAX CAST IN PLACE "- PRECAST REINFORCED CONCRETE iA ' SECTIONS WITH "0" RING SEALS OR APPROVER? EQUAL N -O" MIN I' • Q- 3/4 DIA OF LARGEST PIPE IN MANHOLE -MIN. 6" BEDDING WITH NO, 68 STONE NOTES:. 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SMALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR TETE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERAIICN SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, TYPICAL. MANHOLE WITH DROP CONNECTION NTS FIG. S--I-C TD -28 8"NEIN EMBEDMENT SPEWING LINE OF PIPE NO. 68 STONE M 24 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION --INTIAL BACKFILL.* (6° LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHINIG BEDDING 5" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,,FALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SMALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON! PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL S' WER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -34 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WiERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, 2, SEWER LATERALS TAPPED INTO AN EXISTING SEINER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1%4" PER FOOT } 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. J I MAIN LINE 2' MIN 1 SALT - TREATED FINISHED GROUND 2 x 4 MARKER SEVER SERVICE LATERAL CONNECT110N WT.S. FIG, S-2 TD -33 11� OF DATE: y -- 12° MIN 16" MAX SCALE: THE DROP CONNECTION SHALL BE DUCTILE: IRON PIDE (CLASS 50) 6" BACKFILLED IN E'" LAYERS AND COMPACTED BY HAND TAMPERS OR BACKFILLED NTH SELF -COMPACTING STONE, JOB: 18.0505 =� 5" 17.0110 SHEET: 18 OF 20 MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIIN ACROSS M.H. FROM INLET TO VARIE ,� OUTLET SHALL BE 0.20 FEET ''.' A FILLETED INVERT FOR A SMOOTH �' TRANSITION OF FLOW BETWEEN .. INLET & OULET PIPE SMALL BE b R 1 PROVIDED. a• I' • Q- 3/4 DIA OF LARGEST PIPE IN MANHOLE -MIN. 6" BEDDING WITH NO, 68 STONE NOTES:. 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SMALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR TETE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERAIICN SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, TYPICAL. MANHOLE WITH DROP CONNECTION NTS FIG. S--I-C TD -28 8"NEIN EMBEDMENT SPEWING LINE OF PIPE NO. 68 STONE M 24 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION --INTIAL BACKFILL.* (6° LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHINIG BEDDING 5" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,,FALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SMALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON! PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL S' WER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -34 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WiERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, 2, SEWER LATERALS TAPPED INTO AN EXISTING SEINER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1%4" PER FOOT } 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. J I MAIN LINE 2' MIN 1 SALT - TREATED FINISHED GROUND 2 x 4 MARKER SEVER SERVICE LATERAL CONNECT110N WT.S. FIG, S-2 TD -33 11� OF DATE: 11-26-2018 SCALE: NA JOB: 18.0505 FILE: 17.0110 SHEET: 18 OF 20 "OTE. WlrLN A; PEDESTI`Afi ACCESS ROUTE CROSS SE S A. COWERCIAL ENTRANCE TH- -_R&33� SLOPE 5R&L BE 2ZFOF A �VOTH OF 5 FEET. A-- cq'I'Dius Tib OE 's xts7FEET APPROACH SWF SURFACING E� c As MAINLINE ROADWAY ��ES NOTE 3) iAAbIUS ll"C, DE AS JI F SHOWN ON PLANS} CC_2 OR CID - 61 IDPWAL�I, (SIFF $ UNFAVED 51`,tiCF FLQ�Ii LINE EXPANNS04 JOINT NOTIEWllolli u 21-017 GIR AS 01 TYPICAL SffTIO4. PL AN VIEW V,W,jjlE PCiADWAY lo'PARA?0LIfi,' CURVE IENTRANCE GINLYI) EME OF PAVCMENT 8A �iAA, GRAD-- o+ o4u,& - '441 QP 1 pA,6,AL F1 OW LINE ISEE NoiE 7) MAX SPECIFICATKA 502 GR -2, 2A L'g r0,NST k�T I�R�Afg, •-H.lVCCS WITH A PARABOIJI, CUR'vfr. SECTION A u A T2 t z CLAS�5 A3 JL CONCRETE— SECTION C -C GENERAL NOTES 1. WHEN USED W "ONJUN-TSON WITH �TANVARD CQ -3 iTAWL OR CG -7, THE dLWB FACE U4 THIS )ARD IS TO nE AID.IUSTrt TO WATCH tHr LICIL947AaLE CURS CONFIGURATION, 2. -JEE STANDAPOk CG -12 TOR CURU RAMP DE516N TO M USED WITH THIS .3, M.,4NLJNF_ PAVEW.HT SHALL BE CON5TRLIQTED To TtIE R11A L%C 2EXCEPT AN' SILSIGRADEE $.TA(3A_IZATION RECAUIRED FOR MAINLINE PAVEMENT *RICH CAI HE OMITTED IN TTF_ FNTR#NCJ .4, RADIAL CIJ" OR COIJIDNATtON CIPO AhD GUTTER ,H&L N01 OC 004' TRiCTE.0 UEYOI-0 THE, R/W 0NE- EXCEPT FOR REPLACEWENT PURPQSES, ENTRANCE NOTES S. WhIEN rME ENTRAt4CE SADII �'_*MDT ACCOMMODATE Tk^E TURNING REOURCMENTS OF A14TIC�ATE;HEAvY TAVtr URAFFIC1HE ]DEPTH FIR SIDEWALK & CURB RAMPS WITHIN W LMTS OF (HE BE NCREA,SED TO 7", �SEL' CG-13� f 5, PLA!4S ARE TO N0CATC WF0 C.-ONSTRUClION OF A FLOW O"OSS OAIATRIL1NE IS N THE ENTRANCE, 7, THE DESIRAeLE AND MAXIMUM E"rRANCE GRADE CHANGE ,°D,, ARE osteo 44 THE ALLCWAOL� ENTRANCE CPADC TABLE L THESE. VALUES ARE WHF APPLICABLE TO STREET CONNECT�ONS, INTERSECTION NATES t WAN CO -11 I'i UKU FOR 5fRLET C01,"EC11ONS, IMC CONIN&CTION MU57 BE IDESi�HEO IN ACCOFDANCE 'WITH AkSHIFO Pt, LWT ANO THE APP,UC_QLF KnVIREVEN'TS OF 7HF YU01 ROAD DEStGrt MWjAl,MCLUDING SIOPPTIC, S,'Hl DISIN4CE AND k VALUE REQUIRILMENTS '9, OFTIO NA, PLOVOLINC MAY PEQUAC *-APIFIG OF A PORTION OF CUTTER rD PROVIDE PGSITIVE DRANAGE ACAOS�� TF -k: "NTFRSECTiM4. ALLOWABLE ENTRANCE GRADE CHANGES ENIFAINGE VOLLNE -D" F M4xwii wc� -ok67 37 1 UWE THAN MEDIUM, 500-1500 VPD x LOW LESS Tt'wq XO Tint, i NOTFn ALLOWALLL' ENTRANCE GPAIDE TAaLt IS NOT AF"LTOABLI TID STRFFT CCMEC11IONS ANIF-11771-17 METHOD OF TREATMENT ROAD " BRIDGE 5TAVMjIPDS (CONNECTION FOR STREET INTER$ECTIQN5 AND COMMERCIAL F_NTRANCES, fft_.V%-_5lQN DATE 5BEET I QF I 2%13:04 X 27%" MIN - 28Y4- MAX RAIL HEIGHT I F GR -2 (6-3" POST SPACING) MAX D'(NAIIAC DEFLECTION HOOM GUARDRN-L LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION W AND AS DIRECTED BY [HE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET No, 501.05. FOR DETAILS OF RAL E-EMaN-,, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AN) 501.02, RNL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. A.I. GUARDRAIL POSTS SHALL 13E SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN '/n" PER FOOT FROM VERTICAL, W-BEAVI, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED MTHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR -2 AND GR -2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y4" MIN - 28-y4- MAX AS MEASURED PER STANDARD GR -INS. ALL W-BEAY RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINSHED ROADWAY. THE OPTIONAL GR -2A METHODS OF NESTING THE RAL OR USE OF AN ADDITIONAL RAIL ON rF4,E BACK OF THE POST FOR STANDARD GR -2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO NSTALLATION. 31-11/2., 3'412" 3--111z" 3 1'/." x GR -2A 13'-1'/;1" POST SPACING) MAX DYNAMIC DEFLECTION 2' el— — — OPTIONAL GR -2A METHOD OPTIONAL GR -2A METHOD USING NESTED RAL USING ADDITIONAL RAIL ON BACK OF POST WHEN NESTED RAIL OR ADDITIONAL RAIL_ IS PLACED ON BACK OF POST FOR GR -2A THE POST SPACING WILL BIE 6'-3". SUGGESTED MAXIMUM FLARE RATE FOR SENT -RIGID BARRIER SYSTEMS. VC)OT A COPY OF THE ORIGINAL SEALED ANC SIGNED DRAWING IS ON FILE IN THE CENTRAI_ OFFICE, SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE REVISION 221 T I CF 2 1 505 ,HEE [ON DATE (STRONG POST SYSTEM) Q1.04 081,14 VIRGINIA DEPARTMENT OF TRANSPORTATION FLARE RATES GR -2, 2A DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE BOLT /_ -333 SNE _iNE I'L ARE LS RATE FLARE RATE 70 91 30=1 15:1 * 60 8' 2611 14H . GALV. STEEL IOD n 21:1 Y4' MATERIAL 40 1 5' 1 16:1 8:1 * 30 j 4' 1 130 ZLI * SUGGESTED MAXIMUM FLARE RATE FOR SENT -RIGID BARRIER SYSTEMS. VC)OT A COPY OF THE ORIGINAL SEALED ANC SIGNED DRAWING IS ON FILE IN THE CENTRAI_ OFFICE, SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE REVISION 221 T I CF 2 1 505 ,HEE [ON DATE (STRONG POST SYSTEM) Q1.04 081,14 VIRGINIA DEPARTMENT OF TRANSPORTATION IN IN /- W_ opo Z M NNW - ?7 1/2" DJA t 09 9 on rn I 'M 26 1/4" DIA )cw 24" DIA 7/16" DIA 36" DIA [914rnrn] FRAME SECTM Cu - 7 rf+s ARfA OAY Rr, C0NrPFTF AT THE CvPTI,06i Or THE CONTRACTOR ROAD AND LWIQCE STANDAIRDS REVISION OAA2C1 t.T34� ON 32 3/4" (834riv-,n) DIA BOLT CIRCLF. 2r_` (timrn) LE�TTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLESS 'D I2- F 71 --T (2) CORED L vv PICK'BARS 1/8" (29m(n) DIA BOSS 1 1/2" (38 rn PTT, 71, -178 m '!6" DIA 1 1/2" f 38nim] -1 /4" 01A 3 1/8" f4E0PR-ENE GASKE3 s�fnrnl r smml 2 3" DIA (584rnmi] 25" DIA 0D[ OF GASKET (3,ROOVE SEOMN NOTES., L FIV5 11EM PLAY BE PRLCAST Ok CAST IN PLACE:. 2, CONCRETE 10 BE 01,Aw`'S A3 lF CAST 11 PLACE, 4000 PS,i IF PRE.'tST 3, COMFNATIIQN, CURB & GOT FER HAVING A RADIUS Of 300 Ek E1 OR LE`S 0A1 OOG FACE Or CUIRSrit4ALL RE RAO F'Ott AS 6ANAll C01,110ftAlIqN OURS GUTTER. 4, FOP VSE WITH $T*ILIZQ IDPIEAl-(,RADF.D DRANACE LAYER, THE BOTTOM OF THE CUPS Ak40 COTTER OE CONSTRUCTED PAF ALLEIL TO THE SLG, C OF SIJISBASIF COURSE"', AND TO THF DrPTH Cq '1417 RAVEWTil, 5, ALLOWABLE CROERIA, FOR I*-- USE CIF CQ -7 IS RXSED ON RCIA5f0CLA402ATIION *41D DESIGN SPEED AS W,.WN W APPENDIX A OF THE VDGIT FOAD IDESIGtINI MANUAL �4 THE SF011014 Oft UREIA14 GS STAU*ARDS, fj WHEN 714IS SrMOARD 15 TO eIE lifD inl'C EMSTINS E#NMEP 'dufla, THE TP4-S 0TION IS F`0 BE MADE WIlHgq I&CIR t44_CHWII! IN STANDARDS CAN HE MADE AT REGOLLAR UpeNt" 5, 7, WVEN COMBINATION MOUNrABLE CUBO AND G-13110 IS 41566, TW STANDARD E141RAW_F" GLITTERS OR STANDARD N5 ARE 10 HAYE FCk 5fR,8Pf 14tPRSEC11O TCT •h1QQNTABLE CJR3 CONFKjUR.A7ftGN INCORPORATED, THE 00110M OF JHE ajRe 40 (�lJrTCP MKII' BE CONSTRIN,"ITEV, PARALLEL TO rw SLOPE OF 5Q$RAIW 0Q(;R`E,$ PROVICIFF) A 10,114.DEPTH OF 7" IS MANTAW.17) COMBINATION 4" CURB AND GUTTER VIRGOkA DFRARTMENt OF rlFAN,sPopTAnop4 SPFECIFICATI ON REFE?4FICE las 502 (4) 1' DIA HOLES �*i 32 3AII" (534rIprl) DIA BOLT IZNLz, �RECESSED FLUSH) j --- CAM BOLT I SEE AVLMOLY DETAIL .17 1/2" DIA [699mrn] 26 1/4- NA 24" LITA [c,Q6rnfnI 28 7/16- DIA 66, UIA (914mr-il FRAME SECTK)N 2 1/8" "54mmf_ r I 7mjyil I 1 /1. [38mrrtj 7 0 r wn] L 4 7- 3 1/8" 1 [I 2.2 13/16" 4D n, 0 F C. k7 G R 0,7Vr.E 4mrnj SECTION VIEW I/4" (fjonrn", DIA N OPRENE I E GASKFT " % , r - -, �_ (2� C04�Eo \ Il " 17� �01 k�'� "" E w 1 1 �/18- 1400" F4 1 Prim] j GR -2, 2A 8' WA . 8- HER 6% 1'74 BOLT /_ -333 Y4" HOLE--� -_ Y," HOLE— & NUT I 6"x 8"x4'-2" TREATED VIEW < HOLERECYCLED PINE BLOCK OR MATERIAL, TREATED PINE BL6CK OR RECYCLED GALV. STEEL IOD n PICKBAR & LOGKLUG HOLE DETAIL Y4' MATERIAL COMMON NAIL SEE N07E 5. 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL PART# 01095 1224 1, ALL MANHOLES W11HIN IW YEAR, FLOOOPLAIN 0R. LOCATED IN AREAS SUBJECI I'D FILDOCING SHALL HAVE WAIERTIGHT FRAME & COVER. 2. ALIERNAPW D-_9 ON FOR, QQVEP5 WILl BIE CQH$,IVERFD� CONTAINING STEEL BLOCKOLITS. TREATED PINE BLOCK Mx8,f , WATERTII�HIT 3, co"ICER'S SHALL BE FIXED TQ LFRAMES IM71h LOCKING LI�JQ$ BLOCKOUT FOR MAINTENANCE ry{11,35.R LOCK LIJr, REPAIR ONLY TREATED SOUTHERN PINE— a- fSHORT) PAM# 00!S3fNB5 _j 7y4' LESS THAN 1-0" t_OHI�K LUG ASSEMBLY HOLE N.T.S FIG S -I -E 6x8 WOOD POST,18 I_ uj 0 ir 11 4''x b­xl'-2" lREATED PINE BLOCK. STRONG POST w 0 < (L 8-0" POST Gi;ARDRAIL THE CRT POST IS FOR USE WITH THE STANDARD CR -10 TYPE 111OR W'�ERE 4" WIDE BLOCKOUT REQUIRED SPECIFIED By THE ENGINEER IN THE 4� PLANS. F 7 ANQHOP NOI AT FIRST JOINT ABOVE DETAIL A gr Y4" DIAPOST MAY BE HOT ROLLED OR WELDED, < HOLE • GUARDRAIL INSTALLATION HOLCS SITES REQUIRING LONGER 50%. OR GREATER f,ICIT OVER 76, GUARDRAIL POSTS u- l 3" I4 � Lk NOTES: 6" 8".V-2" BOLT TREATED PINE U' I & NO-Bi.00K OR ra I- ALL BOLTS, NUTS, WASHERS, AND OTHER STEEL ITEMS ARE TO BE GALVANIZED. I? it RECYCLED wif MATERIAL uj 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY N. T, S BE INTERCHANGED ON ANY ONE PROJECT WITH z ftxO.� OR THE RESTRICTION THAT THE SAME TYPE OF POST AND BLOCKOUT MUST BE USED IN ANY it SINGLE RUN OP GUARDRAIL. It OPTIONAL HOLE 3< FOR CETAILS OF GUARDRAIL ELEMENT SPLICE It TO FACILITATE JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 DIA. HOLES T�T AND ND 5DI-02. 4, DRIVE NAIL ON E30TH SIDES WITFqN 2" OF THE 5/'S" TOP OR BOTTOM OF BLOCKOUT AFTER x 18 BOLT INSTALLED. HOLES IN POSTS AND BRACKETS TO BE 3/a" DIA. CRT POST STEEL POST L SPEC FICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS CN FILE IN THE CENTRAL OFFICE. XVDDT REFERENCE STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 221 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) 23-5 S 505 VIRGAIA DEPAR7MENT OF TRANSPORTATION 08/14 501.05 2016 ROAD & BRIDGE STANDARDS IN IN /- W_ opo Z M NNW - ?7 1/2" DJA t 09 9 on rn I 'M 26 1/4" DIA )cw 24" DIA 7/16" DIA 36" DIA [914rnrn] FRAME SECTM Cu - 7 rf+s ARfA OAY Rr, C0NrPFTF AT THE CvPTI,06i Or THE CONTRACTOR ROAD AND LWIQCE STANDAIRDS REVISION OAA2C1 t.T34� ON 32 3/4" (834riv-,n) DIA BOLT CIRCLF. 2r_` (timrn) LE�TTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLESS 'D I2- F 71 --T (2) CORED L vv PICK'BARS 1/8" (29m(n) DIA BOSS 1 1/2" (38 rn PTT, 71, -178 m '!6" DIA 1 1/2" f 38nim] -1 /4" 01A 3 1/8" f4E0PR-ENE GASKE3 s�fnrnl r smml 2 3" DIA (584rnmi] 25" DIA 0D[ OF GASKET (3,ROOVE SEOMN NOTES., L FIV5 11EM PLAY BE PRLCAST Ok CAST IN PLACE:. 2, CONCRETE 10 BE 01,Aw`'S A3 lF CAST 11 PLACE, 4000 PS,i IF PRE.'tST 3, COMFNATIIQN, CURB & GOT FER HAVING A RADIUS Of 300 Ek E1 OR LE`S 0A1 OOG FACE Or CUIRSrit4ALL RE RAO F'Ott AS 6ANAll C01,110ftAlIqN OURS GUTTER. 4, FOP VSE WITH $T*ILIZQ IDPIEAl-(,RADF.D DRANACE LAYER, THE BOTTOM OF THE CUPS Ak40 COTTER OE CONSTRUCTED PAF ALLEIL TO THE SLG, C OF SIJISBASIF COURSE"', AND TO THF DrPTH Cq '1417 RAVEWTil, 5, ALLOWABLE CROERIA, FOR I*-- USE CIF CQ -7 IS RXSED ON RCIA5f0CLA402ATIION *41D DESIGN SPEED AS W,.WN W APPENDIX A OF THE VDGIT FOAD IDESIGtINI MANUAL �4 THE SF011014 Oft UREIA14 GS STAU*ARDS, fj WHEN 714IS SrMOARD 15 TO eIE lifD inl'C EMSTINS E#NMEP 'dufla, THE TP4-S 0TION IS F`0 BE MADE WIlHgq I&CIR t44_CHWII! IN STANDARDS CAN HE MADE AT REGOLLAR UpeNt" 5, 7, WVEN COMBINATION MOUNrABLE CUBO AND G-13110 IS 41566, TW STANDARD E141RAW_F" GLITTERS OR STANDARD N5 ARE 10 HAYE FCk 5fR,8Pf 14tPRSEC11O TCT •h1QQNTABLE CJR3 CONFKjUR.A7ftGN INCORPORATED, THE 00110M OF JHE ajRe 40 (�lJrTCP MKII' BE CONSTRIN,"ITEV, PARALLEL TO rw SLOPE OF 5Q$RAIW 0Q(;R`E,$ PROVICIFF) A 10,114.DEPTH OF 7" IS MANTAW.17) COMBINATION 4" CURB AND GUTTER VIRGOkA DFRARTMENt OF rlFAN,sPopTAnop4 SPFECIFICATI ON REFE?4FICE las 502 (4) 1' DIA HOLES �*i 32 3AII" (534rIprl) DIA BOLT IZNLz, �RECESSED FLUSH) j --- CAM BOLT I SEE AVLMOLY DETAIL .17 1/2" DIA [699mrn] 26 1/4- NA 24" LITA [c,Q6rnfnI 28 7/16- DIA 66, UIA (914mr-il FRAME SECTK)N 2 1/8" "54mmf_ r I 7mjyil I 1 /1. [38mrrtj 7 0 r wn] L 4 7- 3 1/8" 1 [I 2.2 13/16" 4D n, 0 F C. k7 G R 0,7Vr.E 4mrnj SECTION VIEW I/4" (fjonrn", DIA N OPRENE I E GASKFT " % , r - -, �_ (2� C04�Eo \ Il " 17� �01 k�'� "" E w 1 1 �/18- 1400" F4 1 Prim] j / /(2) SO HEX �5/6-)IX3 -1/2 ss A PAT # Dma I zm ANCHOR EXIENDS INT10 SIDE OF DITCH, Jp) WsHk */& ;_D oo 1/8" (29mrn) CAA eo5s .63 CAA. STAINLESS SFEEL RM, START 009t111348 VIEW 2 'PLAN PICKBAR & LOGKLUG HOLE DETAIL -) NUT HA -5/8-11 ZN NYLK NOTE1 25)0 PSI 00t`ICRFTF PART# 01095 1224 1, ALL MANHOLES W11HIN IW YEAR, FLOOOPLAIN 0R. LOCATED IN AREAS SUBJECI I'D FILDOCING SHALL HAVE WAIERTIGHT FRAME & COVER. 2. ALIERNAPW D-_9 ON FOR, QQVEP5 WILl BIE CQH$,IVERFD� (2) NUrr HX JAV 518- 11 7N 0098laRS �PART# , WATERTII�HIT 3, co"ICER'S SHALL BE FIXED TQ LFRAMES IM71h LOCKING LI�JQ$ 0F, $WILIAR A$��EMSLY- -** ry{11,35.R LOCK LIJr, A LWATERTlu' HT I-% t a- fSHORT) PAM# 00!S3fNB5 _j MANHOLE FRAME & OVER ------- SPAC�NG t_OHI�K LUG ASSEMBLY _j N.T.S FIG S -I -E um kJ A Lu d ON7,j -*TA OP ;vowm� Jimmy L. Taggart Lie. No. IL o 22841 00% vi ANCHOR EXIENDS INT10 SIDE OF DITCH, a- < DITCH LINE 2 25)0 PSI 00t`ICRFTF Z PLAN uj a- 0 _j ------- SPAC�NG _17 _j 4 L_ L., uj 0 ir ti 3 w 0 < (L LL D,l 11 .4E 4� _j F 7 ANQHOP NOI AT FIRST JOINT ABOVE 0 GRADE, SPACING MANHOLZ < 20% TO 35% NQ7 OVER 36' 24* 3517* TO 507, N01 QVZF. (n 50%. OR GREATER f,ICIT OVER 76, u- < P R DFI LEE � Lk U3 TYPICAL AN(I�HOFR DETAIL FOR SEWERS ON C]PADES 270% AND GREATER N. T, S z F10. S- 4 kJ A Lu d ON7,j -*TA OP ;vowm� Jimmy L. Taggart Lie. No. IL o 22841 DATE: 11-26-20" SCALE: N.A. JOB: 18.0505 FILE: 17.0110 SHEET: 9 00% vi a- < 0 2 Z < uj a- 0 _j z _17 _j Lu L_ L., uj 0 ir ti w 0 < (L LL Z� _j 0 Ea < < z (n o u- < U3 z Z > DATE: 11-26-20" SCALE: N.A. JOB: 18.0505 FILE: 17.0110 SHEET: 9 L /II r� i s .. Y � rte• ' ..:;. .s,r,., �"':;� a� i` � - - �.",°�,w,4. sem. t,k+.��.a ', q_..e "�„"';;.w ., �.,-t^ } i y 5 Y.r �:t `s•s { .! i.., �-..._ _.-:� .;..."'"""F . �'.: ,{' s ',�.s t 5�pra ..:?�� c { - - .j R. a, r n {w r: Y : ^ 34 b 3 1 { i . , rl Y «L t i fr I "ter - H' ff RJI,N'dA- i r ' r ,,.GY,s .� _'u✓NL<rm' :-gra «�8.,,; .-1-. i N . _iR.vR ._..gg.,.kk.[. ,.ryry. ., gjp : M ' ' r t•. n 7` i, 47 fiire truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Tracks Width Lock—to—lock time Curb to Curb Turning Radius 47.021 ft 8.O00ft 1.400ft 1.400ft 8.O00ft 4.00s 28.000ft ! ! 30 •# •! DATE: 11-26-2018 SCALE: 1 ":30' JOB: 18.0505 FILE: 17.0110 SHEET: on 0 OF 20 � .. ., .: ,. , .... ,. ... ...... ... ... ... .,... .,. tin� aC� �r a ^ , , , � r ss E f „r _s r J a' z F n IlIS A T `S VIIAY rri 3'p lir f r{ Of; , l t d , I04t , � ' 4 4 g 4 /A{ Y t y y , L a 1 (,I : P f TRUCK TURNING RIGHT I � r a r� i s .. Y � rte• ' ..:;. .s,r,., �"':;� a� i` � - - �.",°�,w,4. sem. t,k+.��.a ', q_..e "�„"';;.w ., �.,-t^ } i y 5 Y.r �:t `s•s { .! i.., �-..._ _.-:� .;..."'"""F . �'.: ,{' s ',�.s t 5�pra ..:?�� c { - - .j R. a, r n {w r: Y : ^ 34 b 3 1 { i . , rl Y «L t i fr I "ter - H' ff RJI,N'dA- i r ' r ,,.GY,s .� _'u✓NL<rm' :-gra «�8.,,; .-1-. i N . _iR.vR ._..gg.,.kk.[. ,.ryry. ., gjp : M ' ' r t•. n 7` i, 47 fiire truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Tracks Width Lock—to—lock time Curb to Curb Turning Radius 47.021 ft 8.O00ft 1.400ft 1.400ft 8.O00ft 4.00s 28.000ft ! ! 30 •# •! DATE: 11-26-2018 SCALE: 1 ":30' JOB: 18.0505 FILE: 17.0110 SHEET: on 0 OF 20