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HomeMy WebLinkAboutSDP199200035 Plan - Approved 1992-05-28Mission home 601 °REF N "ille• \ •,o •'O Nar tansville r! [PARCEL # OM LICK "'N 664 6O3 ° ° v ABBREVIATIONS PLAN SYMBOL AND MATERIAL INDICATIONS _ Davis 663 Wilhoit % AFF ABOVE FINISHED FLOOR DETAIL DESIGNATION M M �j M R ��I% M MAN ��OP 663 e� �.\BOARD Y14'�: Bi CCONSTTRUCTION JOINT SHEET UPON WHICH DETAIL IS DRAWN uv D UU u 0 'THE u E D u U A vV � u V (RIS 749 664 BUCKO�N�" L�zi 04�;� CE606 29 CMU CONCRETE MASONRY UNIT 6' 6O, MTPoN1iKSOns aa. M 6.r4 N R. , m s , coNc CONCRETE a HARDWARE GROUP COVER SHEET -DRAWING INDEX Store nee �FT66' RU 1�4Y Q FRAYS FA® S;'"wL E "� ° R EB EDGE BINDING BETWEEN SV OR CONC CIVIL & ARCHITECTURAL 60, K66s Qll,NT EL" MT EST N0.VLD06 -61 q N G AND CARPET —�FRAME NUMBER O-1 SITE PLAN 66e 66e ALLS Cha 6 TN MIL Adv t SAN x N N 600 BR \ ELEV ELEVATION DOOR MARK/TYPE C-2 GRADING &DRAINAGE PLAN Mi Is 661 M 665 �' v y < P ES K' 20 EWC ELECTRIC WATER COOLER 671 soL �r C-2a SOIL EROSION PLAN sm CEO C� �r .iJ���'P-Anse '� NOR ��� "� 1Ne� 6" "' EXT EXTERIOR ACOUSTIC PANELS " WaNTANRro curl c �°6 ro FBO FURNISHED BY OWNER AND INSTALLED BY ® G-2b TURNING LANE PLAN C-2c SOIL EROSION & GRADING DETAILS cC3 LAUREL 764ES, EaHARLOT.a" THE GENERAL CONTRACTOR C'3 SITE DETAILS CHAR F5AIRP RT vA ."` FIN FINISH ® FACE BRICK C-4 SITE DETAILS Bt/ , Free so 641 "A 4 h s4J IRPORT -? o s0° Gil Gf1 s4l MALLA " 'Q9vo 4q LAKEWOOD LDG m? MO MASONRY OPENING r" " "� �\ �� Waf} " 64O ` CONCRETE C-5 LANDSCAPE PLAN �J �' 7e4 r` MT METAL THRESHOLD ° �. 5 o STRUCT STRUCTURE C-6 IRRIGATION PLAN e79 'Sig s — Rivann �. s� a� .'• "� illington 61e 660 I9, • - - - so tong s ; $V SHEET VINYL � CONCRETE BLOCK -C.M.U. A-1 FOUNDATION PLANS -DETAILS SJ ° POn} �~ A-2 FLOOR PLAN - ROOM FINISH SCHEDULE E MAG- �JJ f Je, Roo ROUGH OPENING OVERALL Proffi B'9 FS s�,nvvo�^� VCJ VERTICAL CAULKED JOINT WASHED GRAVEL A-3 REFLECTED CEILING PLAN -DOOR SCHEDULE x 1500 t �!' V lU ® t'<+. 64O OF VINYL WALL FABRIC A-4 EXTERIOR ELEVATIONS ]ILLS — ! 400dsons 616 1F ?� 64J •P FA L 640 SAMU Store F FIE DS DS DOWNSPOUT 0 GYPSUMBOARD A-5 EXTERIOR WALL SECTIONS r ecca o6 ° _ se,o,9 /<J eJ. 20 e01 f PC PLUMBING CONTRACTOR A-6 EXTERIOR WALL SECTIONS p RIGID INSULATION A-7 BUILDING SECTIONS - DETAILS ! 6)eI �t E ,�\ roe,,ozs 3 659 �S�` ra ,46 Cornea\ EC ELECTRICAL CONTRACTOR / 6) ' 6)J P °f)� �, 6A O 0/%r2 ` RE euD� HC HVAC CONTRACTOR 6= 9 020 6L Q'/dP �I�L 6,° TRDGDEN 6.° A-8 RESTROOM PLAN - ELEVATIONS - ROOF PLAN ANGLE' s0, �J P GENERAL CONTRACTOR BLANKET INSULATION ,6� 6s4 o p9 of. c sham 600 GC 676 TURNE 3�9 Fa N n y i 7� MTN 6, % .A � "' 0 636 " i1OJ h69 b1 M" ` eJ C°bh` ® DIMENSIONAL LUMBER STRUCTURAL r•° 67. �°' BYP r BYP 6" ` CIS ont MUNICIPAL DATA S-1 ROOF FRAMING PLAN A 250 t; �' ® METAL IN ELEVATION S-2 STRUCTURAL DETAILS rY 6.77 �6.rJ � � 6„ . RE iCROFT ) 9 j".pES , ZONING P.U.D. PLANNED UNIT DEVELOPEMENT S-3 STRUCTURAL DETAILS SPR c aa�o s LE o o I ~ 5°J 64e c`Ose6 DISTRICT ALBEMARLE COUNTY, VA. -I LOTTESVILL UNDISTURBED SOIL/COMPACTED FILL -AN G H, f CODE B.O.C.A. (1991) PLYWOOD PLUMBING D � . °Z,5 °� CONSTRUCTION TYPE 5B P-1 FLOOR PLAN - DETAILS M G4 )�, 651 74 •_ / TON OR ." ,•0 METAL -LARGE SCALE P-2 PLUMBING DETAILS s J e5Y 6° adwell '°` PARKING EMPLOYEE 84 SN EST. 53 729 1O9 ez�I (; VISITOR 9 INSULATING SHEATHING HEATING AIR CONDITIONING - VENTILATING 'so 74J Maio r4' Mp)•=zo ,� _ �:' p`.NORTH 'x!t HANDICAPPED 2 H-1 FLOOR PLAN - SCHEDULES - DETAILS IAYLOR"S74.1 ISCU,T Ash Lawn ,2, ,29 TOTAL PARKING 95 H-2 DETAILS -SCHEDULES � Mfi¢0_ RUN BISHOP HI 729 1 ME-1 CONTROL DIAGRAM »� f1..AR11.1 R� e,7 5 4 "s�= o ' z s s AREA SITE AREA 149,957 SO.FT.OR W 3.443 ACRES PARKING REI'D - 57 (1 PER 200 SO, FT. FLOOR AREA) A MELECTRICAL \ T SCALE IN MILES OFFICE AREA 11,248 SOFT. E-1 POWER FLOOR PLAN - SCHEMATICS INSPECTION AREA 1,344 SOFT. TAX MAP - 46B (2) E-2 LIGHTING FLOOR PLAN - SCHEMATICS PARCEL NO. - 01-2 E-3 ELECTRICAL NOTES - LEGEND - DETAILS— D TOTAL BUILDING 12,592 SD.FT. DISTRICT - RIVANNA TAX MAP: 4GB2, PARCEL 01-01 OCCUPANCY OFFICE AREA B BLDG. HEIGHT - 23' DEED BOOK 531PAGE 308 w INSPECTION AREA B 'X _ , w � STRNATIIRF PANFI ENGENG NEERING F E FFICIAL N�A HEALTH DEPT. PLANNING & COMMUNITY DEVELOPMENT SERVICE AUTHORITY ^f A VDOT ZONING VICINITY MAP SUAUE FARM 1quuuAL AUTONCERF 0HOURAHCF R(DUUF 20 HON'TH Au �IOLLWHEAD UH BROAD CROONNa no@ WMUH�A STATE FARM INSURANCE 1-20-92 REVISED: 2-20-92 HILFINGER ASBURY ABEL AND ASSOCIATES ��.I.TF1 U O DEAN ! FARRAR 0 �,�NGE 2 O UM M.4W ARCH1 NOTE: NO OVERNIGHT STORAGE OF DAMAGED CARS WILL OCCUR ON -SITE. BULLz`riN ,<& 1 3130/97- Sl rt��4Y zg, I �9 Z J MASTER CHANGE #69-34 SITE LEGEND GENERAL NOTES KEYED NOTES 1. SEE SHEETS C-2,C-2A,AND C-28 FOR SITE GRADING, ELECTRICAU (SERVICE - VIRGINIA POWER COMPANY) DRAINAGE AND STORM WATER MANAGEMENT. EROSION CONTROL, P.L. H POLE LIGHT AND PAVING REQUIREMENTS. O1 PROPOSED ELECTRICAL UTILITY PRIMARY SERVICE FROM EXISTING OVERHEAD LINE AND ELECTRIC POLE LOCATED IN THE O P.P. POWER POLE 2. BACKFILL AND COMPACTION OF SITE UTILITIES TO BE RIGHT-OF-WAY ALONG THE SOUTH SIDE OF NORTH HDLLYMEAD O T.L. TRAFFIC LIGHT PERFORMED PER SPECIFICATION SECTION 02220. DRIVE. THE POWER POLE IS APPROXIMATELY 145 FEET EAST OF THE SITES NORTHWEST CORNER.UTILITY COMPANY TO INSTALL 0 M.H. MANHOLE 3. G.C.TO VERIFY ALL SITE UTILITY REQUIREMENTS WITH RESPECTIVE UTILITY COMPANIES PRIOR TO SUBMITTING BID. POLE RISER AND EXTEND PRIMARY SERVICE TO THE NEW PAD- MOUNTED TRANSFORMER. C( F.H. FIRE HYDRANT VERIFY ALL RELATED COSTS INCLUDING, BUT NOT LIMITED TO. TAP FEES;CONNECTION FEES;METER DEPOSITS; SPECIAL O UNDERGROUND PRIMARY CABLES FROM REFERENCED POWER POLE ❑T TELEPHONE PEDESTAL \ ♦ ASSESSMENTS; LICENSES: PERMITS; ETC. TO NEW PAD -MOUNTED TRANSFORMER IN PROPOSED 15' WID£ UTILITY EASEMENT BY UTILITY COMPANY. UTILITY COMPANY L.A. LANDSCAPED AREA 1 \ �'♦ 4. THE GENERAL CONTRACTOR, DIRECTLY OR THROUGH HIS SUB- WILL FURNISH AND INSTALL THE PRIMARY CABLES. CONDUITS, C.O. CLEAN OUT + r •• r` ♦ `\ CONTRACTORS, SHALL BE RESPONSIBLE FOR ALL FEES: PERMITS; LICENSES; BONDS; COSTS; AND PAYMENTS TO UTILITY COMPANIES TRANSFORMER, PAD. AND ALL TRENCHING REQUIRED. E.C. TO COORDINATE INSTALLATION OF UTILITY MARKERS AND LINE C.I. CURB INLET ------------- + r - \ 1 r \ •�♦ AND/OR GOVERNMENTAL AUTHORITIES FOR THE ISSUANCE OF ALL PERMITS AND/OR FINAL CERTIFICATE OF OCCUPANCY. NSBURIAL TAPEPER IDENTIFICATIONWITHUTILITY SECTION 02550 COMPANY OC CONTRACTOR B.S.L. BUILDING SETBACK LINE + \ ) `� \ ••♦ ' \� 5. G.C. TO PROVIDE ALL NECESSARY BONDING TO COMPLETE DRIVE SHALL PAY ALL FEES, ASSESSMENTS. AND CHARGES REQUIRED TO ESTABLISH NEW SERVICE TO THIS PROPERTY. G.C. GENERAL CONTRACTOR `\ � r �� � �'♦ OR UTILITY WORK WHERE REQUIRED IN RIGHT OF WAY. P.C. PLUMBING CONTRACTOR + ' I r i'/' •'♦ D = 1@9' 45' 39° 6. SITE UTILITY CONTRACTORS SHALL PROVIDE SPECIFIED O3 ELECTRICAL METER FURNISHED AND INSTALLED ON OUTSIDE WALL OF ELECTRIC ROOM 124 BY E.C. E.C. ELECTRICAL CONTRACTOR + r ) '•••r\ ••♦ IDENTIFICATION TAPE AND UTILITY MARKERS FOR THEIR WORK AND RESPECTIVE UTILITY COMPANIES WORK ON SITE. , r Z �..+ `• \\.\ CD 3� • • • COORDINATE INSTALLATION WITH G.C. AND UTILITY COMPANIES. 4 Q UNDERGROUND SECONDARY CABLES FROM PAD -MOUNTED — FL — FIRE LINE 2R�, ♦ ♦ ,Gj ' •�, ` `l, ••♦ TRANSFORMER TO ELECTRICAL ROOM 124 BY E.C. — SA —SANITARY SEWER 1 •� 0 r �j•—r \ `� 7. EACH CONTRACTOR SHALL REVIEW EACH SHEET OF THE CONSTRUCTION PROVIDE 2-4" CONDUITS OF MATERIAL AS SPECIFIED BY UTILITY COMPANY. FURNISH AND INSTALL SECONDARY ; / ♦ `\ ••♦ DRAWINGS AS THEY MAY APPLY TO THEIR PORTION OF THE WORK. CONTRACTORS TO COORDINATE SO NO CONFLICTS OCCUR. CABLES. CONDUITS. AND ALL TRENCHING AND BACKFILLING FOR — ST — STORM SEWER r /• r r / ` ` ••♦ SECONDARY SERVICE. PROVIDE UTILITY MARKERS AND — W — WATER I 7 \ / /•• �,� S `\ i r , f r S. ALL SITE DEVELOPMENT. MENT.BUILEXC CONSTRUCTION AND HANDICAP LINE IDENTIFICATION BURIAL TAPE PER DRAWINGS AND — G —GAS — E — ELECTRIC / r r , 30'=0'BSL - ♦ r / / /•• _ - - - _ , 8• `\ / •. ' - �♦ e9' \ \ i ♦ PROVISIONS SHALL MEET OR EXCEED APPLICABLE PORTIONS OF FEDERAL. STATE, COUNTY. AND HANDICAP STANDARDS IN EFFECT. O SPECIFICATION SECTION 02550. DISTRIBUTION ON PANEL CAL IN ELECTRICAL Y SERVICE NROOMID 24 BN TOY4EIC SEE — T — TELEPHONE 1 _ .•41,�9 \`\ `\ '♦ ••♦ ❑ C.B. D.S. CATCH BASIN DOWN SPOUT 1 i �' �m.� ti94 "t �6e \ r ;,69- .•♦ ••� W.V. WATER VALVE f 1 r ' e'• 0 \ �♦ .� \ •�♦. ``Y` \ ••� G.V. GAS VALVE ! ••� ElJ.B. O U.P. STORM DRAIN JUNCTION BOX UTILITY POLE ;) ij/ �r j EXIST. 15'xl5' •♦ ��� \ SANITARY /• EASEMENT / /"4�` \ `\ `" •� t B-1 SOILS BORINGS r !t �• ��EY l' 11 `\ �� '♦ / ) ' 9 SPACES a 9'-0'=B1'-0' .B. 1) - 0' 10 SPACES 9'-0'=90'-0" 1 /-6.-- 1 ••♦ C. POINT OF`� \\ `�`�•` ••CONNECTION `\ ••� r co• 1 9 r� 5 a RASH p` 9 •• SHEETS E-1 FOR CONTINUATION. © 3/4' CONDUIT, 30' MIN. BELOW GRADE, WITH 3 - •10 CONDUCTORS. VIA CONTACTOR. TO PANEL B IN ELECTRICAL ROOM 124. SEE ELECTRICAL SHEETS E-2 AND E-3. O COUNTERPOISE GROUND BY E.C.. SEE SHEET E-1 FOR DETAILS. TELEPHONE. (SERVICE - CENTRAL TELEPHONE COMPANY) OB EXISTING UNDERGROUND SERVICE LOCATED IN SOUTH RIGHT-OF- WAY ALONG SOUTH HOLLYMEAD DRIVE TO BE SPLICED BY THE UTILITY COMPANY APPROXIMATELY 336'NORTHEAST OF SITE'S SOUTHWEST CORNER. UTILITY COMPANY TO EXTEND SERVICE TO SITE'S PROPERTY LINE. O9 SERVICE CABLE EXTENSION TO TELEPHONE ROOM BACKBOARD BY E.C.. E.C. TO PROVIDE AND INSTALL 2-4' PVC CONDUITS (WITH PULL WIRES), AND ALL REQUIRED TRENCHING AND BACKFILLING FROM PROPERTY LINE TO 4'X 8'X 3/4"PLYWOOD BACKBOARD IN TELEPHONE ROOM. E.C. SHALL COMPLY WITH ALL CENTRAL TELEPHONE COMPANY INSTALLATION REQUIREMENTS. AND SHALL INSTALL A POWER GROUND AND/OR CONDUIT TO POWER GROUND POINT. E.C. TO INSTALL UTILITY MARKERS AND LINE IDENTIFICATION BURIAL TAPE PER DRAWINGS & SPECIFICATION SECTION 02550. r , E C Y E TELEPHONE SERVICE TO PHONE ROOM 125. SEE SHEET E-1 FOR SEELS TAILS •� \`. �\ `� •�� © ® CONTINUATION. 3'R 2 S EET C 4. .� .S N ••� �\\ `` ••\ GA4: (SERVICE - CHARLOTTESViLLE DEPT.OF PUBLIC WORKS) /• /' roP� I C.D N f, ••♦ O �. \ `` 11 UTILITY COMPANY TO TAP EXISTING 2" GAS MAIN / / ; "• r ;'� 13 SPACES 9'-0"=117' 0' 10'- ' 241- lB'- 0' ••�` `\\ �\ ••♦ • APPROXIMATELY 350' NORTHEAST OF SITE'S SOUTHWEST CORNER. 15'R \`� �' �` \` `� ••� 2 GAS LINE TAP AND SERVICE EXTENSION TO GAS METER LOCATED 3'R m •�.59- AT EXTERIOR OF MECHANICAL ROOM BY UTILITY COMPANY. P.C. 3 l7 \�� p `� ` Q `� ••� SHALL COORDINATE INSTALLATION OF REQUIRED UTILITY MARKERS AND LINE IDENTIFICATION BURIAL TAPE WITH UTILITY 13 3 �• \� G� ♦\ COMPANY PRIOR TO BACKFILLING. P.C. SHALL PAY ALL /• �`V / ) ) 3'R y L-1—� '� \ •�� REQUIRED FEES, ASSESSMENTS AND CHARGES REQUIRED TO y�/ `\� �` ESTABLISH NEW GAS SERVICE. /• �C / Y /ni/ 12'R 6 `` ••`•` \\ �T, ••` 13 GAS METER BY UTILITY COMPANY. SERVICE LINE EXTENSION / 0r 5' '• O ' FROM METER INTO MECHANICAL ROOM BY P.C.. SEE SHEET P-1 4'R CONCRETE ` t0' m, PICNIC ; ` ` \� � `� FOR CONTINUATION. / O + d ym' 31 m m \`� 350 516HT AREA `� \ �� ••� WATER: [SERVICE - ALBEMARLE COUNTY SERVICES AUTHORITY (A.C.S.A)I • / Cz- , r m < EASEMEWT 3 PAD -MOUNTED q 7 r ` p v 4 ` •�� `� \� i••� 14 EXISTING 8"DUCTILE IRON WATER MAIN. • , 15' UTILITY ELECT. TRANSFORME q 4 - - P.C. TO TAP EXISTING B"DUCTILE IRON WATER MAFN (UNDER EASEME�T— — — _ — — — _ — — — , — — -7, — ,R C. g_ _ g_ N �t •� ,_0 q,_ •�� \ ` ••� A.C.S.A. SUPERVISION) NEAR SITES NORTHWEST CORNER AND — — — — ' 3' p V B-4 `` ` ` ` EXTEND NEW 8"DUCTILE IRON WATER MAIN 317'SOUTH ALONG / �/ / U. 2 4 ---- -------------------- - \ \ O^ `� THE EAST SIDE OF THE PROPOSED ACCESS ROAD. P.C. TO t � / F p3�' �� l --- -rr/ — — — — — — — — — — ---- —® .S z'R , • / / EXIST.10' e' ' / / ' TELEVISION 6 mm W JV EASEME T 7g"- 9- 3 m. h�j l I / 1 -11 IB 21 /; / m ti v 3 m 48'-0" N INSP.AREA w / 31'-3' ------------ 40 co - STORY t OFFICE 9 m -3 BUILDING 148`0" 9'-0. m 1B \`�u�e ••� \� �/ v • - PROVIDE A NEW FIRE HYDRANT AND SHUT OFF VALVE AT THE SOUTH TERMINATION OF THE NEW 8' MAIN PER A.C.S.A. STANDARDS. \\ �'o `q `� t� •� 16 P.C. TO MAKE SEPARATE TAPS FOR 1.5'IRRIGATION SERVICE 2Y'OOMESTIC SERVICE AND 6'FIRELINE.ALL TAPS SHALL BE MADE UNDER A.C.S.A. SUPERVISION. P.C. SHALL PAY ALL FEES, ASSESSMENTS AND CHARGES TO ESTABLISH NEW WATER SERVICE TO THIS PROPERTY. • P.C. TO PROVIDE & INSTALL 1' DOMESTIC WATER SERVICE AND `� �� `� \ po •� BOX ANO 1"IRRIGATION WATER SERVICE AND 80X. ALL OTHER PIPE SIZE AS INDICATED. •� _ P.C. TO EXTEND 2.5'D.I.DOMESTIC WATER SERVICE LINE FROM 195'-6' METER BOX TO STORAGE ROOM 107 AND INSTALL UTILITY t ••q, MARKERS AND LINE IDENTIFICATION BURIAL TAPE PER DRAWINGS 1B �\ �` t\ �` AND SPECIFICATION SECTION 02550. tt t t •� 19 DOMESTIC WATER SERVICE RISER. SEE SHEET P-1 FOR I D.S. \� tt CONTINUATION. � \ t t •` � EXTENSION OF 6'FIRELINE FROM NEW MAIN TO STORAGE ROOM �. t t 107 BY P.C.. P.C. TO INSTALL UTILITY MARKERS AND LINE . tij , r / r 30'R 18 '.. ---------- �\ t \\ IDENTIFICATION BURIAL TAPE PER DRAWINGS AND t t SPECIFICATION SECTION 02550. / / ,/ 7 + t �, `� \t tt •`' 2 FIRELINE RISER. SEE SHEET P-1 FOR CONTINUATION. FIRE LINE 2'R tB-6 �y 7 N B- 5 u �t \ t` SHALL HAVE A COUNTY APPROVED BACK FLOW PREVENTER B.M TOP OF/FIRE' h• l r r/ 0 3 31 m 3 •� / �. rr 2'R q HYDRANT 14 �� , rr / 7'R 7 R �06 n�„� n�t\tSTORM SEWER (SERVICE ALBEMARLE COUNTY OEPT.OF ENGINEERING) 50B.75' 7'Rr�m •�B-1 � t \ t DETENTION AREA -SEE SHEET C-2 FOR SITE GRADING ANO DRAINAGE ,,2,59'- 3%6" 39'-0" 0'-6 9 SPACE t� 12'-0"=28'-0" t © t 18 . '� '` REQUIREMENTS. 1 22.%' BEN / r N 31 43'- 0" • \t �� IN MA 'Rv fig'-0' �t 6 7'R LL 3 8 -0, 3 2 OF ROOF DOWNSPOUTS TD STORM DRAIN BY P.C. 7 1 - ��� - \ •` SEEN SHEET FOR CONTINUATION. 10'-0" — — — _. — —15 0'R q m - � v 31 34° � / ---- — ---- --- 6 ILhECiYL)LVE----------N-------------- -- — — �6m I \ ,�� . � . • � — — — — — — _ _ _ _ _ — — — — � _ _ � SANITARY SEWER: SERVICE -ALBEMARLE COUNTY SERVICE AUTHORITY) r .. ,.... _ .. 5'R = m 5 R 15'R . E 441.42' �� _ 1 R 2479.44' / / 7 , , , • .H • • • • • • • • • • N 33� ... . . .. ... . . . • • � • • � � � • � • � • • \ � ® EXISTING 6" PVC MAIN STUBBED INTO AN +EXISTING SANITARY r .. �.. �. .. ..� �..�. 4. 4�, 8'W � 15'R � � �• •� � � t V SEWER MAN HOLE LOCATED WITHIN AN EXISTING 15'x15' '- rat- SANITARY SEWER EASEMENT APPROXIMATELY 450' NORTHEAST OF X8X SITE'S SOUTHWEST CORNER. P.C. SHALL PAY ALL REQUIRED — — — — — t \ A FEES. ASSESSMENTS. AND CHARGES TO ESTABLISH NEW SERVICE —___ _ _ � t � t TO THIS PROPERTY. L ________________INSURANCE LANE 20'UTILITY EASEMENT t tTEES \t tt� 4"SEWER TAP TO EXISTING 8-SEWER MAIN LOCATED IN THE / T — — — - - •----"--------- LL----------�- 1— --� t EXISTING 15'xl5' SANITARY SEWER EASEMENT BY P.C.. P.C. _ tt ` tt t ` TO EXTEND 4' SERVICE LINE TO BUILDING. Lo r / 24'CURB & GUTTER SEE SHEET C-2b j ) r • + •.�,(�• r _ BY ALTERNATE BID -4 t \ P.C. TO PROVIDE CONCRETE COLLAR OR LEAKPROOF r/ 25'R / rr • ' " �• • • — . .. , , . , • . . ` • t ® FITTING WHERE JOINING DISSIMILAR PIPE MATERIALS. NOTE: SEE SHEET C-26 FOR ALT.BID °5(TURNING LANES) t\ t \ Q P.C.TO PROVIDE FULL SIZE CLEAN OUTS FLUSH WITH GRADE AS SHOWN. SEE DETAIL 6/P-1. • GENERAL: Vacant (P.U.D.) t + r 0 GC. TO PROVIDE 4' SCHEOULE 40 PVC PIPE SLEEVE 18' BELOW FINISH GRADE FOR LAWN IRRIGATION SYSTEM. COORDINATE r LOCATIONS WITH LANDSCAPE IRRIGATION CONTRACTOR.CAP AND i i - i i t tt STAKE BOTH ENOS. r rr •� ly ® A CO DANCEAWITHRE ISPECIFICATIONNISH GRADE TSECTIIONA02210.PE EAS IN • 1 r r ® G.C.TG CONSTRUCT NEW DRIVE APPROACHES AND ACCESS ROAD 3 r r r IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS 31 G.C.TO PROVIDE ASPHALT PAVING PER DETAILS ON SHEET C-2. PROVIDE CONCRETE PAVING UNDER ALTERNATE BID. SEE SPECIFICATIONS SECTION 02220 AND DRAWING C-2 FOR • r r ^, COMPACTION AND FILL REQUIREMENTS AT PAVING AREAS. 0 4'THICK CONCRETE WALK. SITE PLAN r I SCALE: 1'= 30'-0' �a ♦3 SUM Maw I` ©BULLETIN ^3 3/30/92 MEC JSG/Gz/s���i 2/20/92 REVISIONS JOB NO.PP-66 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND A MEASUREMENTS AT THE JOB.DATA SHOWN ON ONE PART ��I�N�QGiaQ1 STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY CHARLOTTESV I LLE BUILDING DESIGN AND CONSTRUCTION, C-1 OF THE DRAWINGS SHALL APPLY TO SIMILAR PLACES ® SERVICE CENTER ONE STATE FARM PLAZA BLOOMINGTONILLINOIS 61710 EG 1/20/92 ON ALL OTHER PARTS OF THE DRAWINGS. DRAWN BY DATE I SHEET NO. \ GENERAL NOTES Street and Parking 505 \ A5PF\At<T SURFACE l ( / \ 1 GourZSE 1. All workmanship and materials shall be in accordance A5 I I 1 PNA�T 8►.55 materials CoUTZSE cV26 A GUTT6t2 with Virginia Dept. of Highway Standards. (VDOT) 1 I ' J AS 1 MD1CA-rev. \ J \ 2. All curb and gutter, street grades, sidewalk rades, \ ' _ ✓ I I r I \ \ \ _—_ -- and any other vertical and/or horizontal alignment / 1 I \ \ \ \ •'t _ __ _ shall be staked by an engineering or surveying firm capable of performing such work. SOS J / / 1 _ _ \ rj00 COMPACT GD AGG2e"Z" i5 3. Where new asphalt joins existing, the exlstling asphalt 1 j `"�� \ �`� ••� PAV 1 N G SECTION shall be cut to a neat vertical edge and tacked with an I J i i NOT O SGAI.E h asphalt will. be 0 feathered back over Standards. theexis e existing to new c_oNC_ . PAV I NC, . provide for a seal at the saw cut location. �i i ' ` C \ \-�`� ••� -- - -- -= 4. Compaction of subgrade, rock, and asphalt shall be in �i �' \ --�'a� �\\ •� 6" �OMP►.GTEP G GrLE G. e ATF accordance with standard specifications. / C- �.! — \ \ ..�. \�� \ P.L`C>✓2NATE PAVING S�GT\OI\\ �/arLL•C-o oNLK c-n��� rcim►U Lo 1 , / v!•�� i '-7``\�\ \ \•�� �__ \ •� OT \ o SPAVING SPECIFICATIONS Access road and turning lanes l _ -l••-I �' \� -� \ ` \\ \ ��A \��,- V�. „\ •` .` A. Stone Base: �TfZ D �C R \ \ \ / / ;� /�� / -R` -`��� •� `�� \ •� 1. 12" compacted aggregrate sub -base. / ✓ //� j/ T i �rRi "� ` \ \\ ••�'•` ` \\\ \` ••� SPECIAL NOTE : NO OVEtzNIGI CT STbRG\GE OK The material for this scone base shall be Type I or \``\\`` \, ••� stoneType LL DAMAGED CARS WILL OCCUR accordingto Virginia Dept. �of llighway Specification. D6 ho5 �\ \ ON - SITE / /' // / // / c` tT� h Oh h 1\�r ••`� \�\ \\ •\ qk->=X\ST.ST0IZN\ B.Surface Courses: /^j / / :r7R , % h \ \ ��\ •\ / D2AtN -15"RcP / �• % / /L 1. Base Course: J/ / / ( 6QT. EL\ �j00: QO' \ \ \ \ \\ / The material for the base course shall be Type BM-2 �`U2AIN -18"RcP jl � /� / ///� r � I T � O � \ \ ES"� \ �\ \ \�� \ \ \\i,\ \ /'/ ••\ applied at the rate of 275/ per square yard. (iA+) _ / 1 / Soo - \ \ \ \� \ \ \ �• - Soo 2. Surface Course: Sol 1 \ \ \ ,'\ \ \. \ �'� �, The material for the surface course shall be Type 111 I - N----bc2 \ \ \ \\ \`'� \ �\ 1 \ SM-2A applied a: the rate of 165# per square yard. GA2 001-31TM ?RUST j I I I i •'\ SPOAU(Z OI- l rMly .4 TH ZoLAND TtzuSTV\CLGNIP LAN4 LON\nIG CL-6 / /! 1 1 ( i-T-_ i _ —'Soy' \ \ \ \ 1 ZoN{tic; CL-6 PAVING SPECIFICATIONS Parkinglots (R z��jL$/o I l I ` ` T, f 7p sl� '.�- \ \ \ \\�\ \' \X. I. \ A. Stone Base: \ �\ � \ .I / -- \ 1. 12" compacted aggregrate sub -base. So \ . `� ` The material for this stone base shall be Type I or s 05 Type it stonc base material using Grade 21 or 21A 07 / _ - �`'- - - \\� \� ` ,� _ \ according to Virginia Dept. of Highway Specification. / I Y f 1 I f ` \ \ \ \ B. Surface Courses: T0.''o ��\�\ \ \ \ So 5 1. Base Course: /� ✓ / / __ _ _ 1 1 •• \ / - \' The material for the base course shall be Type BM-2 // / / / / � 510 - -L- - _ - - _ _ -` --- \ ) I\ `\ \ r � r \ applied applied to a thickness of 2". (Approx 2300 i / / - _ - .) I \ ♦ \ 1 \ per square yard). I . 2. Surface Course: / / , / / / / f I - _ _�_ \\• \\ ` ` The material for the surface course shall be Type / // \\ 5D 1 l \ �\ SM-2A applied in a thickness of 1". (Approx 115M ITR I \ I 8r - �a� !%I , - �t r C�\ \ \ \\\ �\ \ Per square yard). - PLACING BACKFILL MATERIALS L 7 _ _ �� _ / Y2 \\ \♦ \ \ 1. Backfill shall be placed only ,when soil moisture will / / + / / #� i > _ \ \ \ Permit proper compaction. Do not place fill material !n ✓ i / / _ _ - - - - - - Tr�' _ \\ \ \ 1 water, on muddy, frozen or frosty areas, or over debris �f / / // / /' l `' J_ i - -ONE STORY OFFICE , ` - \` \\\\\\ \ ! �'• of any type. / V/ FIN. FCR- EL.'510.00' \' \ \. 5TR( , f Y 5olj / 1 �\ \ ,� 1 2. Ali. fills and backfills shall be placed In Layers as / /: ✓!/ / / / ; / / _ - -- - , \ \ TRH \ \\\\ follows: / /✓ / / / / / / \ \� / - _ _ 1tt \\ \ \ �� \ ` 3" maximum layer: hand tamped. / li /i }}rR, // / i / </� I /• i - \ / � \\ \\•. \ •` 4" maximum layer: pueumatic rollers. / / �// Px ' ✓ / './� / / / /' /' / \\ / \' - ` 1'\>�\\\ \\•• \ \ \ \ 6" maximum layer: light sheepsfoot roller. / / / / // / / \ / \ \ \ �` •� 8" maximum layer. heavy slteepsfoot roller and other heavy equipment. go9 s11 3. Compact backfill around ditches and piping with hand _. .. / / /, % TR ( 09 / �__ / r ®' • 6 YY7 ••� tools to a minimum depth of 12" above the pipe. Compact 506 / / � �\, �� - -- - - 1 I "'305 \ \ \ 6 \\ the fill with small hand tools such as power -driven /7 ! S O / _ \• \ \ �, ••� tampers and vibrators. No dumping of earth In ditches /• y � / / / - co GAS � \ r ' 'Tn ; / � -- �°"'` / / / 0 1 \ \ \ allowed, it shall be placed in 3" layers as noted in /• /[/ % / / / / /I - - / / / _.-�.... / /// " L) m. �. 1 1\\ 1 1 \ \� �\ \ \�.T \ ••�• item 2 above. /• /\ /' Ill/ / % i i i i / / / / "vane 1 % 1� so, 1 1 \ \ O \\ \ •�. 4. Prepare the sub -base for paving as follows: Scarify the existing base to a depth of 6", aerate, and•� recompact to a 95% density using AS'IM D-698. Q _ _ Ni, _I__ I - .ANCE LA O \��� \ \\ , I - - t- s INSURANCE NE / .�EW A CES ROAD (A BID \ IL _ a v O l -o� _- •mil-� j Z / 1 / 1 51S O_512 Z S11 - 0 --�'-- \ \' \ •� — 1 / 50n / /� / -_ - sn SI6 -� 5161 } /3;5 :_ �_t 1 \� rE� 6I 517 519 Z 521 ' 0 PAT OI-2,'TM 4C.B (1) LEGENp. \ `\ \/%TtaItllN LAUD TR L151- \ / I_x15T rRE6 To Rr=MAIN fiK)SV. TR ES TO s TfLANSPLJaNTEO• __ _ (\o' 1 O: znieff D\A 4SMA.LL 1 NTEoD-Pu �1i/ 2 G-AIST• TtzrcES TO15E McA&OVII \ N+ Foil. GRADING of TURNINF� I 1 - aXIST- GR[aDE�. t 1 I I I� 1 LA N1E5 SEE SNT G-Z g \ - _ ,t NILW GRAVES. HOTS 1 ' 1 GRADEcz PAVING & DRAINAGE LAN2. GLEANo�IT LAMI 6RAO1116 of TURNING Soy}' In �-� S TS`eec-2b- / I'i"r .',TRACTOR SHALL VE MEASUREMENTS AT THE JOE OF THE DRAWINGS SHALL A '.IN AU OTHER PARTS OF THE DRAWINGS. It TOPOGRAPHY f RF-;;4ZM BY' SCALE 1•:30'-0" B. AUr6REY WUPFMaN & A5SOC14T{=5 IS] -ATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY S/rE Of "/y /9L 2/20/92 NG REVIsIOh, JGB NO.PP- BUILDING DESIGN AND CONSTRUCTION \/ V_H 01 /13/en C —2 ONE STATE FARM PLAZA BLOOMINGTON. ILLINOIS 61710 DRAWN By I GnrE I SHEET NO. CHARLOTTESVILLE. VA SERVICE CENTER 3 PIECES OF REINFORCED RUBBER HOSE CODE OUAN. BOTANICAL NAME COMMON NAME SIZE DOUBLE STRAND TWISTED SPRAY ALL TREES IN LEAF 1 — ___ __ _ __ ________________ ________—__ ____________ 112 GUAGE MIRE OR 'CINCH'TIE � WITH ANTI -DESICCANT 2 PIECES OF REINFORCED' ABGR 31 - SY E 1 YR7 GA RET CU ATA APANES TREE L LAC 2 IN. CAL. RUBBER H05E COKO 8 CORNUS KOUSA W5nS DOGWOOD 70' EUAC 22 EUONYMUS ALATUS 'COI.PACTUS' DWARF WINGED EUONYMUS 24 [N.- 307N DOUBLE STRAND TWISTED FRAM 3 FRANKLINIA ALATAMAHA FRANKLIN TREE 2 [N. CAL. 12 GUAGE WIRE FRAP 7 FRA%INUS AMERICANA AUTUMN PURPLE' PURPLE WHITE ASH 2 IN. CAL. DR 'CINCH' TIE \ ♦ NESP 75 HEMEROCALIS SPECIES (24" D.C.) DAYLILY(SEE PLAN FOR HEIGHT) 1 GAL. 131P'. 2'METAL OR V000 STAKES I LCN 25 ILEX CURNUTA 'BURFOROI NANA' DWARF BURFORD HOLLY 18IN.- 241N. a 120 DEGREES AROUND TREE I \ •• ` ILVN 38 ILEX VOMITORIA NANA DWARF YAUPON 12[N.- IS N. w I JUBR 37 JUNIPERUS SA B INA BROADMOOR' BAD DMOOR JUNIPER 111..- 241N, II KOPA 7 KOELREUTARIA PANICULATA 0 LOENRA INTREE 2 [N. CAL. 48'SAUCER TO RECEIVE _ I , „ - Y _ • KUAH 77 KURUME AZALEA HINOOEG [R I' RED AZALEA 2 IN.- 181N. MULCH 3- DEEP. APPLY I I \\ LIMS 12.675 LIRIOPE MUSCARI Silvery SunPrOoi' 5 NPROOF LILYTURF 1 GAL. 48'SRUCER TO RECEIVE 124• PRE -EMERGENT HERBICIDE i \ •• ♦ LITU 10 LI RIOBENORON TULIPIFERA TULIPTREE 2 IN. CAL. MULCH 3- DEEP. APPLY PRIOR 7U MULCH. I DSV1 8 OSTRYA VIRGIANA AMERICAN HOPHORNBEAM 2 IN. CAL. PRE -EMERGENT HERBICIDE iI / / ' \ \ \ �• ♦ PINL t2 PIS RULAT 'KWANZAN NUS NIGRA AUSTRIAN PINE 6' PRIOR TO MULCH. \\\ PRS 3 RU US XWAN AN CHERRY 2 [N. CAL. • TOPSOIL BACKFILL / • ♦ (SEE SPECIFICATIONS) , r • I // • ' ' — — • CECR \ REMOVE TOP j}'OF BURLAP & TOPSOIL BACKFILL I , • • . `' 1 • ♦ GENERAL NOTES: ft ALL WIRE. PLANT BALL BO TOP (SEE SPECIFICATIONS) I , / / • • \ \ - IS l'OR 2'ABOVE FINISHED GRADE • • PINI •♦ • 1. THE CONTRACTOR IS TO VERIFY OUANT[i IES OF PLANT MATERIAL REDO IRED. / , 00 1 \ \ REPORT ANY DISCREPANCIES TO OWNER BEFORE PROCEEDING. AFTER SETTLEMENT •�* __ •♦ l �\ �♦ Q TAMPED BOTTOM TO PREVENT SETTLING REMOVE TOP i(A'D4' BURLAP & , 1 2. INSTALL 3X16 IN. X 4 IN. METAL EDGING. BETWEEN ALL LAWN AND MULCH AREAS. ALL VET PLANT BALL A TOP -Y4 �• - •• ♦ 3. ON ALL LAWN AREAS, DRAG OR GRADE TO SMOOTH UNIFORM SURFACE BEFORE IF 1-OR 2-ABOVE FINISHED GRADE �''�� 1 / / I PREPARING BED. BED PREPARATION MUST INCLUDE BREAKING 00MN CLUMPS TO NO AFTER SETTLEMENT 4'EARTH y�-�- i . \ 1 I /' TRgNSPLAN LOCATION •• ♦ LARGER THAN 1 IN. AND WORKING TO PRODUCE UNIFORMLY GRANULAR CONSISTENCY. BERM ' •• `.`(.�'�� OF EXIST.T 'B. \ ALL LAWN AREAS TO BE SODDED ACCORDING TO SPECS. 1 , 1 , • nn,1 _ _ _ _ LIMN AREAS INCLUDE PUBLIC 3' THICK �\ • . . ��j��-^ _ . - - - - _ _ \\ RIGHT-0E-WAYS AND BR04DWAYS BETWEEN SIDEWALKS AND STREETS. TAMPED BOTTOM TO PREVENT SETTLING MULCH • 1 �/ `I '/' `(I ,,/ hA` � � � � 1 •� l /' '•• __=Vie__-" ' i�jr `} PINI \\� 4. PLANT ALL TREES A MIN. OF 5' FROM THE FACE OF CURBS UNLESS SHOWN OTHERWISE. -- ' I \ •• ♦ S. PLANT ALL SHRUBS A MIN. OF 5' FRIN THE FACE OF CURBS UNLESS SHOWN OTHERWISE. /' '•• ` ``� A� , ", TRAN5PLAN LOCATION l ••� PRE -EMERGENT HERBICIDE AND WEED BARRIER UNDER ALL MULCHED AREAS. TREE PLANTING & STAKING 6. INSTALL PRE-E I , / •� OF EXIST.TRE C' \ OMIT THE WEED CLOTH IN GROUNDCOVER BEDS. NO SCALE �f W ♦ \ I T. MULCH ALL TREES, PLANT BEDS, AND CAR OVERHANG STRIPS PER DETAILS AND SPECS_ EVERGREEN TREE PLANTING j I �• " - h^' ,9•. TRANSPL LOCAT ION I AND STAKING �< =' DETENTION BASIN __ ♦ OF EXIST. TR 'A' \ ••� 8. ALL GROUNDCOVER IS TO BE INSTALLED IN A TRIANGULAR FASHION WITH SPACING AS SHOWN ON THE PLAN. ?hW`\ C-5 NO SCALESOD • LITU _ // • C \\\\ ••� LOCATE SHRUBS PER PLAN .:- % �• ••♦ 3- CH OVER NEED CLOTH 8 p}I S. PRE-EMERGENT HERBICIDE / / \ \ •\ \ CURB OR LANDSCAPE `r,. BUILDING OR CURB / , 38 % 1 \ \/ ••♦ \\ ••` EDGING, SEE PLAN FOR / TYPE REQUIRED / PROM FRAP PINI SOD JNOTE 2 \ • ♦ \\ •` /• , I •♦ •♦\\\ •` •` LAWN ROCK BASE /• / / / ' 3 •� OFAE%�T. TREE LZICAT[ON A- ••` %• ' I LECA \\ ROOT BALL 500 �♦ TRANSPL TED LOCATION BACKFILL MIXTURE L�III I III 18 /• / ' 700 190 F clLIMS OF EXIST. EE 'F' \ ••� (SEE SPECIFICATIONS) SYM LIMS LIMS 3 \ -'�• \\\\ ••� so % ' %• - \` V"� I) ( TRANSPLA ED LOCANN •�� OF EXIST. T E 0- 2 0 j4 KOPA PRYE M -- LIMS EUAC \ SHRUB PLANTING FOR SHRUB BEDS /1310 i / y LIMS ` •� \ 2 LIMS I \� ,'• •,� \`\ •'♦ C-5 NO SCALE KOPA KOPA y' •.` .\ ••` � • / ��ii• `. — � _ — — — — — — — — LITU — — — L165 IMS 1 \ �•` \\ ••` K Dsvl -- -- -- — LIMS-- •� �� \. / ILVN LIMS OSVI `\•` � \ . ry SOD ------------ 21 —NOTE 2 / LITU SYME i>rl; -- \ +•` �• / (i I,'/ I 'I+�'1'• SOD M''\\�• _]'-'_ 3 co 0 / • ., ` `'I PINI 18 17 / • _________ ________ _ OSVI i'i 1 �hA \ ♦` 480 LITU '• / .�ry1,, ``I �i' 1 / zt& LIMSIOSVI 5 zaaa y Is cOKO LIM1S JUBR 1K•SOD LITU s 2 LITU \ /• ; 320 FRAL 30 I / 1 1 2 __ f� \ .` \ •� / /• HE / 1 CEO SYRE 350 COKO LIMS 4 ♦ = SOD MEP \ NOTE 2•• \\ •�,. / 7 / /• JURR y, LIMS SYRE A G1R I ' TE 2 ••_• ._.. _.. _.r .�•. _y:. �'. .. .�. .}'_ JURR \ •� -- - - \ / ------------------------------------ ---------------------- ------------------------------------------------------------ ------------------------- --------- ---- -- 7. 1 � \ 1 j v j I I � ' I � • I PLANTING PLAN SCALE: 1'= 30' SUM V12EA A THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND MEASUREMENTS AT THE JOB. DATA SHOWN ON ONE PART STATE FARM MUTUAL AUTOMOBILE INSURIANCE COMPANY CHARLOTTESV I LLE OF THE DRAWINGS SHALL APPLY 70 SIMILAR PLACES �G'1�N1G2F�G'JCQ SERVICE CENTER ON ALL OTHER PARTS OF THE DRAWINGS. TYPICAL TRIANGULAR n GROUNDCOVER SPACING C'S NO SCALE A BULLETIN "1 3/30/92 1L ADDENDUM •1 2/6/92 REVISIONS JOB NO.PP-661 BUILDING DESIGN AND CONSTRUCTION BH 01/20/92 C - 5j ONE STATE FARM PLAZA BLOOMINGTON, ILLINOLS 61710 DRAWN BY I DATE I SHEET N0. NOTE = ALL PAVEMENT KAAtZKINGS WILL BE \\ \ \ \� BY GENERAL CONTRACTOR EEXIST�3 ROOPFRTY i E ry' 3 16 /439 \�\ \\ TRANS0ITION LANE EXIST. PROPERTY�\�\� //� L = 381.14' \�\\\ PAINTED TRA FIC � Xj$ PROPERTY LINE D = 27a 59' 49" � \��\�� � \ \�\�� STRIPES R��g.-TT �V 'VA V�� V� EXIST. ROW LII E i �D.= 10 05' 27 '— PROPOSED BUILDING SITE NEW PAVING S\\\W THUS (TYPICAL\ NEW PAVING SHO N THUS (TYPICAL) -�—NEW PROPERTY LINE R = 2479.44�--- / D 04P 046' 42" NE`N PROPERTY LINE / _ - - - L' w ` V '� \ - NEW-1 5" RCP EDGE OF EXIST \ — 0 PAVEMENT \C \ _ -1 \ \ \ \ �. _ (DOTTED) / PC , coo 00 03o 00 - 1O�i _ \ {� `p \\ OAD "'w If) oO �w PROPOSED A CESS U� ' \�� \ REMOVE EXIST. u1 � � y \ < 0 1 1 I 15 R P c EXIST DITCH NL(_RO LIN \ \ SHOWN THUS RE YE XI (TYP)-- / _ �— NEW ROW LINE x 15" RCP �o C) --RI T. PROPERTY J< Iz END OF EXIT �\� ��O oQ w Q I p 10w CONC.� DITCH �' / U� c3c z ' L/� 14$84' / �� zN �,1n po - \ ,\ Sp \ o� zc� oa D 24 ,�t�00" oQ oa \ \ ow o0a- o / U ow 1 \ f--m 3 oK 0 3 \ o� �� _ w 07 z C)m zLi NEW PAVEMENT z= SHOWN THUS XIST NG DITCH o (NP) af h/ I RCH EMOVE RCPEXIST. I ' PI '\ NEWTHUPAVING SHOWN I JWNITTHUS I I I I \\ // W, R�h{T OF /i O N TMMUS (TYP) 1 v A I EXIST. CONC. DITCH 1 EXIST. PROPERTY LINEI \ ow I I I R= 780.00' oz Lu I 1 D= 53�.4448' 45" �� I I o 0 00L EXIST. CONC. DITCH _ 111 \ W \ , ; UNDEVELOPED SITELa z1 \ WIry NoTE'. F-fz yRA.011.IGq of F'rtoPOSEv Q I \ \\ \ 6UILDtI4(4 SITE SEE 5NT,C-2 Q \ LID EXISTING DITCH lJ-1 IQ ) I z _ co I I� �\ p w EXIST. PROPERTY LINE R = 2816.79' \ EXIST. 15" RCP L = 27$.63' EXIST. PROPERTY LINE OS 35' 10" _ EXIST.7PROPERTY LINE 5037� 01' 00" W \ — — S 33 22' 53" E ----- 4-- EXIST. 18" RCP EXIST. NORTHBOUND LANE U. S. ROUTE 29 EXISTING TURN LANE —_ -- — _ —� — EXISTING TURN LANE --- �—EXIST. 24" RCP EXIST. MANHOLE EXIST. NORTHBOUND LANE U. S. ROUTE 29 EXISTING MEDIAN EXISTING MEDIAN SIGNALIZED INTERSECTION TURNING LANE PLANS EXISTING MEDIAN $BCJ4L� PQRGA SCALE 1':30'-.O' 117E f:ONLRA(.IOR 911AI 1. VFRIFY At UIMFNSIONS ANTI (IFn;I)RFMFNIS Al THE JOB. SIMILAR ON NNF PAR. STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY OF THE URnwING4 S'�InLI. APPLY LY TO PEWEES OG7$MQ[�G76f� ON All OTHER PARTS OF THE ORAMINGS. r (A LT BID # SD) CHAF�LOTTESV I LLE SERVICE CENTER BUILDING DESIGN AND CONSTRUCTION WRN ol/13��2� C-'2b ONE STALE FARM PLA7A BL90MING1ON, ILLINOIS 61710 f1RAHN Rv IlA1F I �