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HomeMy WebLinkAboutSDP200600019 Plan - Approved Minor Amendment 2006-05-10EX. 16" STEEL SLEEVE EX. 6" D.I. NATER LINE EX. SNALE ,�• Gi�•-� ..,a EhtS3'1 C�Y3Ti]F,-?P,fi 1 �„ifs• , :• �.': 1 ' �7s 5Y P+SSV CONTO NR f at_'F Y�< _ : t.': c...�• ; PARKING LOT IMPROVEME NTS CONSTRUCTED IN 1990 EX. 611 PVG NATER LINE WL WATeRLM i.. \\ .\ � � i ,., ,�ff`�� � fl r: � •..r..•`..-., rL .�.� i�a,�•'F#�N� i; 4=N�E.�iG"a'�UYda ? - � � i .._..... ,,....____•_` � •�( I . NEW R.C:,W. E UFS i;. 3 Ile a . \ - .. W: MAP l ------------ k , - a 4' l z _ II - . l.:h,,a , t3.a4,1\� r .. „„,�� .,,, .--''' r� ..-^Ci- : I r .. — '-r,'''` EX, 6 D.I, NAl ER LINE . r:��l �fi _, Tia �_.w_ =r, �.. .,. -,_� _. fir.. .. ,-.'�u '...--"�''.,,. _ - ., e lY' �t t _ N•-` .., a , ..,_.. ,... � ,. .. - .....• ..._ : _. - „� 'Cir ' i` � _.. `,;Y.,. .. �, r�Ti�(`Sr cr ( t 's ` "F . fes`IN C a:. .v\,;a :.. i.. - , \ r?\ s?K ___t__--'-___,_-_ ^ r b , r .. ., .. ,-., ,r _ cam'• C -_, \ ,-'�, -,. .i ,.. _._„_-_ .,.__. ,__...,, .. •,. , . , , a rr l ' 1 .r` t ` . , ... EX..2_ .,NrTER LINA .. ,,.,. .... .... \ (TO BEA % 1 c c.\ :.� \ \ .. .a"•` ... ..: , :c. ,. .�. �+ \. Y^4- \.,, r -'1 EX X `li II �` tt .,. __- _ ray � „r ,. :` %� � �L E�. 6 PVC, NAI LIN��( - , uY” _?•".. F='ti �r'.� �Ef1�' 1, .l w<. t Ab - -;t-. : �.,• r� �f / ,.- !-� j 1 ` EX NA , rp C. ''� _ t r. I t .. .:: ;r; .....:. r „e.., ..�. ! ,. t..f:x. �°kli M� \; , 1 _.. ,. � ,� , .., ,.. „ ,,., ::� �ONFiR D LOGATI'C�N, r. vh f ufa �; . ,., . „ ; , ANDONEO r .r ^st... \..: ;..:. >;>€ _ (TOB B ) y . .:,. , ..' . ,,::. fr :> { - t.. _ ISTING' HATER � r.... \ �-X --� .:. .. .... ...'.. -: �R fFh\`RICA€� ... z v,• I> . ,, ., .�,,,.. :. :::.::, i,,. :�” .:.::.. .'= �: Y r ta+ v . Gr,¢... '•-•.<-:' <.• -' - >`� E,, : 1F. - ., . } v .. .. .. 5 : -.. ,. , , v i:'- a •. , n .. � .: .:. _.:. ..... �� `,�.. .. ... i .,..,. \ ,..`.. '. ♦ , .., . . _. . �. �" �- : � �•.�._' -'`moi }y .E .rim /� :�.,. _,-�` . �gJi")l.1CJ� : , � j —.FX Ti=R ALBEMARLE COUNTY ENGINEERING GENHAL CONSTRUCTION NOTES FOR SITE PLANS I. Prior to any construction within any existing public rigInt-of-way including connection to any existing road, a permit lill be obt,ained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of hte, permit shall govern. 2. All paving, drainge related materials and construction methods shall conform to current specifications and standards of \DOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading, or other construction. 4. All slopes an disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be acheived. 5. Paved, rip -rap or stabilization mat lined ditches my be required when in the opinion of the Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary in order to stabilize a drainage channel. b. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. -7. Unless otherwise noted all concrete pipe shall be, reinforced concrete pipe - Glass III. 5, All excavation for underground pipe installation must comply with 05HA Standards for the Construction industry (29 GFR Part: 1926). OTHER CONSTRUCTION NOTES 9. The location of existing utilities across or along the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 10. The contractor shall verify the locations of all boundaries, buildings, vegetation and other pertinent site elements. 11. The contractor shall be responsible for notifying "MI55 UTILITY" - 1-800-552-1001. 12. Contour interval = 2 Foot TH15 15 A GOMPO5ITE MAP THAT MAY NOT SGALE PROPERLY Ex. welter Shar—oge kink-;�,f- -kno'sttE FLO Ammftq � �aacrarfiail 1ygs,r ��✓'4.Yd�tlY J'd.••i ki 3i1 J,'t9 I,��'��I`e'"i @r��.a�d $"s—ij9#a J�.�..�1.?; J��vi ��1589riF"I+ Dwte., EX. 5/4" BLACK POLY. EX. 1-1/2" GOPPER EX. 3/4" BLACK POLY, eeve "ith tracer tape - 16" of cover AGGESS ROAD TO STORAGE TANK \ \ \ ;O, 6�­:.(-kmx 1V lb OLD AGGE55 ROAD TO ORGHARD 66 XX ff i'-.-�yrR{IIT11 IE�'L SLE`,^n`lPES\\\\\\\\� f G �J G R 5RFT TER ! \ \ e \ \ \ i\ \ ✓ rY \. EXISTING TRAIL TO MONTiGELLO DATE ,AUGUST 20, 2002 FS-rMr*3 OGTOBER 18, 2002 No VEMBER 6, 2002 NOVEMBER 7, 2002 JULY 27, 2004 FEBRUARY 20, 2006 FEBRUARY 22, 2006 APRIL 26, 2006 MAY 10, 2006 SGALE 1 "= 401 (APPROX.) N,, T H o; ? l BWAN P4ITH CERTIFICATE No. o f41g1 ZZ Uj } Z LU LU Z V LijZ X 0 BRIAN F. 5MITHI FE CIVIL ENVNEERIN61 INC. WILF WINN DONE On CMu R11. - WN ° b EN 105 NEST HI&H STREET GHARLOTTESVILLE, VA 22cf02 TEL: (454) 2Q6-3644 FAX: (434) 2Q6-2041 I7pspeF�QOi.GOiT1 Gib -015-00 site pian,pro SHEET 1 of 5 •�r .`ref ' - � �• � . Ex. welter Shar—oge kink-;�,f- -kno'sttE FLO Ammftq � �aacrarfiail 1ygs,r ��✓'4.Yd�tlY J'd.••i ki 3i1 J,'t9 I,��'��I`e'"i @r��.a�d $"s—ij9#a J�.�..�1.?; J��vi ��1589riF"I+ Dwte., EX. 5/4" BLACK POLY. EX. 1-1/2" GOPPER EX. 3/4" BLACK POLY, eeve "ith tracer tape - 16" of cover AGGESS ROAD TO STORAGE TANK \ \ \ ;O, 6�­:.(-kmx 1V lb OLD AGGE55 ROAD TO ORGHARD 66 XX ff i'-.-�yrR{IIT11 IE�'L SLE`,^n`lPES\\\\\\\\� f G �J G R 5RFT TER ! \ \ e \ \ \ i\ \ ✓ rY \. EXISTING TRAIL TO MONTiGELLO DATE ,AUGUST 20, 2002 FS-rMr*3 OGTOBER 18, 2002 No VEMBER 6, 2002 NOVEMBER 7, 2002 JULY 27, 2004 FEBRUARY 20, 2006 FEBRUARY 22, 2006 APRIL 26, 2006 MAY 10, 2006 SGALE 1 "= 401 (APPROX.) N,, T H o; ? l BWAN P4ITH CERTIFICATE No. o f41g1 ZZ Uj } Z LU LU Z V LijZ X 0 BRIAN F. 5MITHI FE CIVIL ENVNEERIN61 INC. WILF WINN DONE On CMu R11. - WN ° b EN 105 NEST HI&H STREET GHARLOTTESVILLE, VA 22cf02 TEL: (454) 2Q6-3644 FAX: (434) 2Q6-2041 I7pspeF�QOi.GOiT1 Gib -015-00 site pian,pro SHEET 1 of 5 '----- -EX. 2" BLAGK PLASTIC, WATER LINE (FILL LINE FROM THE GENERAL STORE -T-G, BE ABANDONED) 6 EXISTING CONTROL - _ (APPR}? L" GATlON) EX. 6" PVC--hA7ER -EME-7-O0 REMAIN) _ TO -BE ABANDONED � - r %�f EX. GATE VALVE NEW 6" BY b" T5 4- - BEND -.. WITH THRUST LOC K I Nva_ EX15MN6-WATER 5TAND151PE ~0,000 GALLONS _ - " - ..... NEW 6" GLA55 50 DUCTILE IR01� PI' BASE E,�`ATION=650.0 -- e - - -`USE--fi�lE�ia�-LUGS ON ALL JOINTS H)=I HTf`'0F TANK=51..5-' - — ,� - `� NEW WATER STORAGE``TANK COP ELEVATION=-'TOq.S - l� ~� D I AMETi { 5'r _ M ---- - _ ._ GAPAG I TY = 40,000 GALLONS MANUETEPA-1 ER=P.]7 ""- _ DTAMETER.=_I5' C < 4 --� _.USES TANK: RE7Ei?tGTED _ BASE ELEVRTTt�N=f�SI..O - EARLY 117p, 3'- - - - - - HSP ELEVATION=683.0 GA�-EL DRIVE TO BE R:E-GRADED AND 'REPLAGED W-fTt+ C-4 OF VDOT- #21A STONi=-`s ,ti J- 41.0 NEW BASE ¢8 ( �ELEV.=651 6EX. BASE iO' ELEV.=650.0 TW 654.� _. _ -. +F 4C, .O 651 O TW 6510 ~.O TW TW 658. TW 65�i m -..._..... -- - DISTURBED AREA= 2,200 SF NEW 6"-#21A STONE .T _.. _ —NEVI PRE -CAST RETAINING WALL j (SEE SHEET 3 OF 5) owl mop NEW 6U^RDRAIL (GR -2) �•''� �_- - - �'' _ 100 FEET LONG '� - ---�-_ ---- --------- ------ moo_ ! __... s .i s PROPERTY LINE- �-e 668 WATER STORAGE TANK IMPROVEMENTS THE EXTERIOR LADDER AND NATER LEVEL 6AUC-7E SHALL BE N57ALLED ON THE RETA I N I NCS W ALL SIDE OF THE TANK. EXISTING HATER LINE NOTES; 1. 6" MATER LINE 15 2' DEEP AT THE EDGE OF PARKING LOT GLOSEST TO DRAINAGE DITGH. 2. 6" NEATER LINE IS 4' DEEP. 3. GATE VALVE FOR 6" HATER LINE FEEDIN6 THE GENERAL STORE. DOMESTIC, WATER FOR THE TAVERN DOMES OFF THIS LINE. THIS VALVE DOES NOT GUTOFF FIRE HYDRANT. 4. FIRE HYDRANT 5. 6" x 6" TEE, 5' DEEP, 5' FROM GORNER OF SLAB. 6. TWO SOLID SLEEVE DU(STILE IRON GOUPLIN65 WHERE LINE BROKE JULY 2002, 5' FROM FENGE POST AT ENTRAINGE. -7. 6" WATER LINE IS 5.5' SEEP AND 16" FROM GORNER POST. EXISTING TELEPHONE LINE NOTES: 5. 2" GABLE APPROX. 2' DEEP. (TO BE RELOGATED) cf. 0.5" GABLE 6"-8" DEEP. BROKE GABLE ABOVE WATER LINE JULY 2002. 10. THREE GABLES UNDER FENCE, APPROX. 2' DEEP 2-2" GABLES, 1-5/4" CABLE Ex. generator Ex. woad fence—� EX. 6" FIRE W.L., NEW GONGRETE SIDEWALK TRAGER WIRE ADDED FROM DRAINAGE DITGH TO DAIRY IN JULY 2002 E X NEW FINE Ex. Dairy Bldg. PUMP BUILDIN �_4 / %<--H05E NEW RETAINING WALL /—_ - �. W �. - \ BIBB �O LE55 THAN 3' HIGH -` --' WITH HAND RAIL l" -ANEW 6" OFF-LINE j GATE VALVE b" TEE NEW 3 -FOOT H I G EX. 5/4"= J 1ATER LINE G RETAINING WALK �PPE'OX. 24" DEEP' A-' t NEW IN-LINE D 1 STURBED� 100 5F ` 6" GATE VALVE NEW b" OFF-LINE GATE VALVE 4 6" TEE fEX. HOSE r .- I EX. FENGE LINE GABINET f� :F�4. TATE VALVE - 7 10 _.__.- �.._..._.-__ X X0 EX. FIRE- HYDRANT { _-- '' TANK EX. GONGRETE D .. ° l °. a.. a. — T;t..� PAD ° . .. rte- I EX. GRAVEL ROAD EX., `!" WATER LINE GRt055E5 6" LINE 10' FROM POINT I, EX. GARDBOARD12" DEEP, FEEDS SLRVIGE DUMPSTER O AREA BEHIND DUMPaIEI-' f—'J f ✓ - EX. TRASH DUMPSTER 5/� " TAP-�N I " I�IATLf2 LINE -- ` - �" � - - �r/ �.`.-''r`/ `, ,-„-•” -..-.,sem y --"`" r �^ �:�"� . _..---EX. I" BLAGK-RLASTrlC, FE e " ` WATER LI "` -` - ' EX. DUGTILE IRO�wo AME i COVER ! \ 2' IN DIA., ABOVE (5ROUND AGGESS T�21NATER VALVES EX. 2" W.L.. EX. GONTROL REAR SERVICE AREA OCTOBER 15, 2002 NOVEMBER 6, 2002 NOVEMBER 7, 2002 JANUARY 15, 2004 FEBRUARY 20, 2006 APRIL 26, 2006 MAY 10, 2006 SCALE 1"-10' ,1,TH © /s3 BRIAN P. SMITH CERTIF KATE No. 14511 Q � BRIAN P. SMITH/ FE CIVIL ENGINEERING, INC. M J�l flit ° W DO fr'�'`t',",11J\109 103 t^EEST H16H STREET CHARLOTTESVILLE, VA 22102 TEL: (434) 2a6-3644 FAX: (434) 2c16-2041 bpspe�aol.com Q b-013-00 site pion .pro SHEAT 2 of 5 �r f BRIAN P. SMITH/ FE CIVIL ENGINEERING, INC. M J�l flit ° W DO fr'�'`t',",11J\109 103 t^EEST H16H STREET CHARLOTTESVILLE, VA 22102 TEL: (434) 2a6-3644 FAX: (434) 2c16-2041 bpspe�aol.com Q b-013-00 site pion .pro SHEAT 2 of 5 n r.,rn x, a1n-rrn 1.1 REFERENCE STANDARDS A. ASTM A615 DEFORMED AND PLAIN BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT B. ASTM A615 DEFORMED AND PLAIN BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT C. ASTM C94 READY -MIXED CONCRETE D. ASTM C1372 SEGMENTAL RETAINING WALL UNITS 1.2 SITE CONDITIONS AND DESIGN PARAMETERS A. DESIGN OF SEGMENTAL RETAINING WALL SYSTEM IS BASED ON AN ALLOWABLE NATIVE SOIL SEARING CAPACITY OF 2000 PSF AND A BACKFILL MATERIAL PHI ANGLE OF 40 DEGREES. THESE PARAMETERS SHALL BE VERRFIED BY THE OWNER'S GEOTECHNICAL ENGINEER DURING CONSTRUCTION. B, EXCAVATION CUT SLOPE INDICATED IN DETAILS IS MAXIMUM SLOPE ALLOWED. C. THE OWNER'S SITE GEOTECHNICAL ENGINEER SHALL EVALUATE GLOBAL STABILITY OF WALL SYSTEM WITH CONSIDERATION OF WALL GEOMETRY, TOE SLOPE, BACKFILL SLOPE AND NATIVE SOIL PROPERTIES. 1.3 DELIVERY, STORAGE AND HANDLING A. CONTRACTOR SHALL CHECK THE MATERIALS UPON DELIVERY TO ASSURE PROPER MATERIAL HAS BEEN RECEIVED. B. CONTRACTOR SHALL PREVENT EXCESSIVE MUD, WET CEMENT AND LIKE MATERIALS FROM COMIPNG IN CONTACT WITH THE SRW UNITS. C. CONTRACTOR SHALL PROTECT THE MATERIALS FROM DAMAGE. DAMAGED MATERIAL SHALL NOT BE INCORPORATED IN THE PROJECT, 2.1 WALL UNITS A. WALL UNITS SHALL BE REDI-ROCK'S AS PRODUCED BY A LICENSED MANUFACTURER. B. WALL UNITS SHALL BE MADE WITH READY -MIXED CONCRETE IN ACCORDANCE WITH ASTM C94, LATEST REVISION. C. EXTERIOR BLOCK DIMENSIONS SHALL BE UNIFORM AND CONSISTENT. MAXIMUM DIMENSIONAL DEVIATIONS SHALL BE 0.50 INCH OR 2%, WHICHEVER IS LESS, EXCLUDING THE ARCHITECTURAL SURFACE. MAXIMUM WIDTH (FACE TO BACK) DEVIATION INCLUDING THE ARCHITECTURAL SURFACE SHALL BE 1.0 INCH. D. EXPOSED FACE SHALL BE FINISHED AS SPECIFIED. OTHER SURFACES TO BE SMOOTH FORM 'TYPE. DIME -SIZE BUG HOLES ON THE BLOCK FACE MAY BE PATCHED AND/OR SHAKE -ON COLOR STAIN CAN BE USED TO BLEND ]INTO THE REMAINDER OF THE BLOCK FACE. 2.2 LEVELING PAD AND FREE DRAINING BACKFILL A. OPTION 1: WASHED STONE: SEE REDI-ROCK DETAIL SHEET DEFINING LEVELING PAD OPTIONS FOR DRAIN PLACEMENT IN THE BOTTOM OF THE FOUNDATION LEVELING PAD. OPTION 2: COMPACTED GRAVEL: SEE REDI-ROCK DETAIL SHEET DEFINING LEVELING PAD OPITIONS FOR DRAIN PLACEMENT ABOVE FOUNDATION LEVELING PAD. B. FREE DRAINING BACKFILL COMPACTED NO. 57 STONE PLACED TO DIMENSIONS SHOWN. C. BACKFILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. ON-SITE SOIILS SHALL NOT BE USED. D. NON -WOVEN GEOTEXTILE CLOTH SHALL BE PLACED BETWEEN THE FREE DRAINING BACKFILL AND RETAINED SOIL IF REQUIRED. E. WHERE ADDITIONAL FILL IS NEEDED, CONTRACTOR SHALL SUBMIT SAMPLE AND SPECIFICATI{ONS TO THE ENGINEER FOR APPROVAL. 2.3 DRAINAGE A. EXTERNAL DRAINAGE SHALL BE PROVIDED AS SHOWN, NOTIFY ENGINEER BEFORE BACKFILLIPNG IF SEEPAGE OR GROUNDWATER IS ENCOUNTERED IN THE EXCAVATIONS. 2.4 PLANTER BLOCKS c c co Ngrolk9wE N.T.S. STANDARD RETAINING BLOCK M® STANDARD RETAINING BLOCK SETBACK r.�■ Ste] ��III PLANTER BLOCK SETBACK RETAINING SETBA-C-N • DISTANCE VANES (7'-0" MIN. AT MAX. HEIGHT) ROADWAY GUARDRAIL BY OTHERS 1'-0" MAX. SOIL LAYER 2MIN. wAl RETAINED STONE BACKFILL f `--GEOTEXTILE FABRIC EXISTING SOILS 1 11.5 �� .5 GEOTEXTILE WRAPPED PERFORATED DRAIN, DRAIN TO DAYLIGHT A, THE LOCATION OF PLANTER BLOCKS MAY VARY WITHIN THE WALL HEIGHT. WHERE PLANTER #BLOCKS ARE REQUIRED, THEY SHALL BE LOCATED IN APPROXIMATELY THE MIDDLE THIRD OF THE WALL HEIGHT. VERIFY IMOLIFICATIONS WITH THE ® T1'-0" MIN, ENGINEER. � �-- �`--- Q o --1'-O" MIN. COMPACTED 3.1 EXCAVATION o a-- co >i CRUSHED STONE A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS.n �®� ^ `y o LEVELING PAD 3.2 FOUNDATION SOIL PREPARATION A. NATIVE FOUNDATION SOIL SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR OR 90% OF WIDDIFIED PROCTOR PRIOR TO PLACEMENT OF THE LEVELING PAD MATERIAL. B. IN-SITU FOUNDATION SOIL SHALL BE EXAMINED BY THE GEOTECHNICAL ENGINEER TO ENSURIE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS ASSUMED DESIGN STRENGTH. SOIL NOT MEETING THE REQUIRED STRENGTH SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE, COMPACTED MATERIAL, 3.3 LEVELING PAD PLACEMENT A. LEVELING PAD SHALL BE PLACED AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. LEVELING PAD SHALL BE PLACED ON UNDISTURBED NATIVE SOILS OR SUITABLE REPLACEMEN'ITS FILLS. C. LEVELING PAD SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR OR 90% OF MODIFIED P?ROCTOR TO ENSURE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE BLOCKS. PAD SHALL BE CONSTRUCTED TO THE PROPER ELEVATION TO ENSURE THE FINAL ELEVATION SHOWN ON THE PLANS. WELL -GRADED SAND MAY BE USED TO SMOOTH THE TOP 2 INCH ON THE LEVELING PAD (WHEN USING GRAVEL PAD). D. LEVELING PAD SHALL HAVE A 12 INCH MINIMUM DEPTH FOR ALL WALLS. PAD DIMENSIONS SHALL EXTEND BEYOND THE BLOCKS IN ALL DIRECTIONS TO A DISTANCE AT LEAST EQUAL TO THE DEPTH OF THE PAD OM AS DESIGNED BY ENGINEER. E. FOR STEPS AND PAVERS, A MINIMUM OF 1" - 1 '" OF FREE DRAINING SAND SHALL BE SCRIEEDED SMOOTH TO ACT AS A PLACEMENT BED FOR THE STEPS OR PAVERS. 3.4 UNIT INSTALLATION A. THE FIRST COURSE OF WALL UNITS SHALL BE PLACED ON THE PREPARED LEVELING PAD WITIH THE AESTHETIC SURFACE FACING OUT AND THE FRONT EDGES TIGHT TOGETHER. ALL UNITS SHALL BE CHECKED FOR [LEVEL AND ALIGNMENT AS THEY ARE PLACED. B. ENSURE THAT UNITS ARE IN FULL CONTACT WITH LEVELING PAD. PROPER CARE SHALL BE TAKEN TO DEVELOP STRAIGHT LINES AND SMOOTH CURVES ON BASE COURSE AS PER WALL LAYOUT. C. THE BACKFILL IN FRONT AND BACK OF ENTIRE BASE ROW SHALL BE PLACED AND COMPACTED)TO FIRMLY LOCK THEM IN PLACE. CHECK ALL UNITS AGAIN FOR LEVEL AND ALIGNMENT. ALL EXCESS MATERIAL SHALL BE SWEPT FROM TOP OF UNITS. D. INSTALL NEXT COURSE OF WALL UNITS ON TOP OF BASE ROW. POSITION BLOCKS TO BE OFFSET FROM SEAMS OF BLOCKS BELOW. BLOCKS SHALL BE PLACED FULLY FORWARD SO KNOB AND GROOVE ARE ENGAGED. CHECK EACH BLOCK FOR PROPER ALIGNMENT AND LEVEL. BACKFILL TO 12 INCH WIDTH BEHIND BLOCK WITH FREE DRAINING! BACKFILL. SPREAD BACKFILL IN UNIFORM LIFTS NOT EXCEEDING 8 INCHES. EMPLOY METHODS USING LIGHTWEIGHT COMPACTION EQUIPMENT THAT WILL NOT DISRUPT THE STABILITY OR BATTER OF THE WALL. HAND -OPERATED PLATE COMPACTIOPN EQUIPMENT SHALL BE USED AROUND THE BLOCK AND WITHIN 3 FEET OF THE WALL TO ACHIEVE CONSOLIDATION. COMPACT BACKFILL TO 95% OF STANDARD PROCTOR (ASTM D 698, AASHTO T-99) DENSITY WITHIN 2% OF ITS OPTIMUM MOIESTURE CONTENT. E. INSTALL EACH SUBSEQUENT COURSE IN LIKE MANNER. REPEAT PROCEDURE TO THE EXTENT Of WALL HEIGHT, F. ALLOWABLE CONSTRUCTION TOLERANCE`AT THE WALL FACE IS 2 DEGREES VERTICALLY AND 1 INCH IN 10 FEET HORIZONTALLY. G. ALL WALLS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL BUILDING CODES AND REQUIRIEMENTS. 3.5 QUALITY CONTROL A. THE OWNER SHALL ENGAGE INSPECTION AND TESTING SERVICES (QUALITY CONTROL) DURING CONSTRUCTION TO ENSURE PROJECT DESIGN REQUIREMENTS ARE MET. THE LACK OF QUALITY CONTROL BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR FROM THESE REQUIREMENTS. B. QUALITY CONTROL SHALL INCLUDE BUT NOT BE LIMITED TO: FOUNDATION SOIL INSPECTIOIN, VERIFICATION OF GEOTECHNICAL DESIGN PARAMETERS, VERIFICATION OF COMPACTION AND VERIFICATION THATf CONSTRUCTION IS IN GENERAL COMPLIANCE WITH THE DESIGN DRAWINGS. C. ONLY QUALIFIED AND EXPERIENCE TECHNICIANS AND ENGINEERS SHALL PERFORM TESTING AND INSPECTION SERVICES. IN" I Y111411 N YY r_%"" AJ L V1JI11 RETAINING WALL CROSS SECTION - 11 EXPOSED HEIGHT 11'-6" '/�.„g1,y0„ 1. ONLY ONE PLANTER BLOCK IS REQUIRED WHEN TOTAL WALL HEIGHT IS LESS THAN OR EQUAL TO 10'-6". NO PLANTER BLOCKS ARE REQUIRED WHEN TOTAL WALL HEIGHT IS LESS THAN OR EQUAL TO 7'-6". 2. DESIGN LIVE LOAD SURCHARGE ON ROADWAY EQUALS 250 PSF. 3. ALL EXCAVATIONS SHALL COMPLY WITH OSHA REGULATIONS. SEE GENERAL SEGMENVTAL RETAINING WALL NOTES THIS SHEET. 4. THE OWNER'S REGISTERED GEOTECHNICAL ENGINEER SHALL PERFORM A GLOBAL STABILITY ANALYSIS OF THE RETAINED SOIL WALL SYSTEM WITH CONSIDERAT ION OF THE PROPOSED AND EXISTING GRADES, SLOPES, SOIL PRCSPERTIES, ETC. BEFORE CONSTRUCTION. SEE GENERAL NOTES THIS SHEET. C -01 -OZ Z -r-O 0'5—c —o JOB NUMBER: = REDI-ROCK 41„ z t? MIDDLE BLOCK,, U.O.N. Lu z SHEAR TAB, SEEE _ GENERAL NOTES < THIS SHEET, TYP, — p v STEPHEN D. BARBER 0) REDI-ROCK CERTIFICATE NO. Q 0- PLANTER BLOCKS, t--- Lu SEE NOTE 1 7C 4 X Q REDI-ROCK 41" `O _t BOTTOM BLOCK DISTANCE VANES (7'-0" MIN. AT MAX. HEIGHT) ROADWAY GUARDRAIL BY OTHERS 1'-0" MAX. SOIL LAYER 2MIN. wAl RETAINED STONE BACKFILL f `--GEOTEXTILE FABRIC EXISTING SOILS 1 11.5 �� .5 GEOTEXTILE WRAPPED PERFORATED DRAIN, DRAIN TO DAYLIGHT A, THE LOCATION OF PLANTER BLOCKS MAY VARY WITHIN THE WALL HEIGHT. WHERE PLANTER #BLOCKS ARE REQUIRED, THEY SHALL BE LOCATED IN APPROXIMATELY THE MIDDLE THIRD OF THE WALL HEIGHT. VERIFY IMOLIFICATIONS WITH THE ® T1'-0" MIN, ENGINEER. � �-- �`--- Q o --1'-O" MIN. COMPACTED 3.1 EXCAVATION o a-- co >i CRUSHED STONE A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS.n �®� ^ `y o LEVELING PAD 3.2 FOUNDATION SOIL PREPARATION A. NATIVE FOUNDATION SOIL SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR OR 90% OF WIDDIFIED PROCTOR PRIOR TO PLACEMENT OF THE LEVELING PAD MATERIAL. B. IN-SITU FOUNDATION SOIL SHALL BE EXAMINED BY THE GEOTECHNICAL ENGINEER TO ENSURIE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS ASSUMED DESIGN STRENGTH. SOIL NOT MEETING THE REQUIRED STRENGTH SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE, COMPACTED MATERIAL, 3.3 LEVELING PAD PLACEMENT A. LEVELING PAD SHALL BE PLACED AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. LEVELING PAD SHALL BE PLACED ON UNDISTURBED NATIVE SOILS OR SUITABLE REPLACEMEN'ITS FILLS. C. LEVELING PAD SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR OR 90% OF MODIFIED P?ROCTOR TO ENSURE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE BLOCKS. PAD SHALL BE CONSTRUCTED TO THE PROPER ELEVATION TO ENSURE THE FINAL ELEVATION SHOWN ON THE PLANS. WELL -GRADED SAND MAY BE USED TO SMOOTH THE TOP 2 INCH ON THE LEVELING PAD (WHEN USING GRAVEL PAD). D. LEVELING PAD SHALL HAVE A 12 INCH MINIMUM DEPTH FOR ALL WALLS. PAD DIMENSIONS SHALL EXTEND BEYOND THE BLOCKS IN ALL DIRECTIONS TO A DISTANCE AT LEAST EQUAL TO THE DEPTH OF THE PAD OM AS DESIGNED BY ENGINEER. E. FOR STEPS AND PAVERS, A MINIMUM OF 1" - 1 '" OF FREE DRAINING SAND SHALL BE SCRIEEDED SMOOTH TO ACT AS A PLACEMENT BED FOR THE STEPS OR PAVERS. 3.4 UNIT INSTALLATION A. THE FIRST COURSE OF WALL UNITS SHALL BE PLACED ON THE PREPARED LEVELING PAD WITIH THE AESTHETIC SURFACE FACING OUT AND THE FRONT EDGES TIGHT TOGETHER. ALL UNITS SHALL BE CHECKED FOR [LEVEL AND ALIGNMENT AS THEY ARE PLACED. B. ENSURE THAT UNITS ARE IN FULL CONTACT WITH LEVELING PAD. PROPER CARE SHALL BE TAKEN TO DEVELOP STRAIGHT LINES AND SMOOTH CURVES ON BASE COURSE AS PER WALL LAYOUT. C. THE BACKFILL IN FRONT AND BACK OF ENTIRE BASE ROW SHALL BE PLACED AND COMPACTED)TO FIRMLY LOCK THEM IN PLACE. CHECK ALL UNITS AGAIN FOR LEVEL AND ALIGNMENT. ALL EXCESS MATERIAL SHALL BE SWEPT FROM TOP OF UNITS. D. INSTALL NEXT COURSE OF WALL UNITS ON TOP OF BASE ROW. POSITION BLOCKS TO BE OFFSET FROM SEAMS OF BLOCKS BELOW. BLOCKS SHALL BE PLACED FULLY FORWARD SO KNOB AND GROOVE ARE ENGAGED. CHECK EACH BLOCK FOR PROPER ALIGNMENT AND LEVEL. BACKFILL TO 12 INCH WIDTH BEHIND BLOCK WITH FREE DRAINING! BACKFILL. SPREAD BACKFILL IN UNIFORM LIFTS NOT EXCEEDING 8 INCHES. EMPLOY METHODS USING LIGHTWEIGHT COMPACTION EQUIPMENT THAT WILL NOT DISRUPT THE STABILITY OR BATTER OF THE WALL. HAND -OPERATED PLATE COMPACTIOPN EQUIPMENT SHALL BE USED AROUND THE BLOCK AND WITHIN 3 FEET OF THE WALL TO ACHIEVE CONSOLIDATION. COMPACT BACKFILL TO 95% OF STANDARD PROCTOR (ASTM D 698, AASHTO T-99) DENSITY WITHIN 2% OF ITS OPTIMUM MOIESTURE CONTENT. E. INSTALL EACH SUBSEQUENT COURSE IN LIKE MANNER. REPEAT PROCEDURE TO THE EXTENT Of WALL HEIGHT, F. ALLOWABLE CONSTRUCTION TOLERANCE`AT THE WALL FACE IS 2 DEGREES VERTICALLY AND 1 INCH IN 10 FEET HORIZONTALLY. G. ALL WALLS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL BUILDING CODES AND REQUIRIEMENTS. 3.5 QUALITY CONTROL A. THE OWNER SHALL ENGAGE INSPECTION AND TESTING SERVICES (QUALITY CONTROL) DURING CONSTRUCTION TO ENSURE PROJECT DESIGN REQUIREMENTS ARE MET. THE LACK OF QUALITY CONTROL BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR FROM THESE REQUIREMENTS. B. QUALITY CONTROL SHALL INCLUDE BUT NOT BE LIMITED TO: FOUNDATION SOIL INSPECTIOIN, VERIFICATION OF GEOTECHNICAL DESIGN PARAMETERS, VERIFICATION OF COMPACTION AND VERIFICATION THATf CONSTRUCTION IS IN GENERAL COMPLIANCE WITH THE DESIGN DRAWINGS. C. ONLY QUALIFIED AND EXPERIENCE TECHNICIANS AND ENGINEERS SHALL PERFORM TESTING AND INSPECTION SERVICES. IN" I Y111411 N YY r_%"" AJ L V1JI11 RETAINING WALL CROSS SECTION - 11 EXPOSED HEIGHT 11'-6" '/�.„g1,y0„ 1. ONLY ONE PLANTER BLOCK IS REQUIRED WHEN TOTAL WALL HEIGHT IS LESS THAN OR EQUAL TO 10'-6". NO PLANTER BLOCKS ARE REQUIRED WHEN TOTAL WALL HEIGHT IS LESS THAN OR EQUAL TO 7'-6". 2. DESIGN LIVE LOAD SURCHARGE ON ROADWAY EQUALS 250 PSF. 3. ALL EXCAVATIONS SHALL COMPLY WITH OSHA REGULATIONS. SEE GENERAL SEGMENVTAL RETAINING WALL NOTES THIS SHEET. 4. THE OWNER'S REGISTERED GEOTECHNICAL ENGINEER SHALL PERFORM A GLOBAL STABILITY ANALYSIS OF THE RETAINED SOIL WALL SYSTEM WITH CONSIDERAT ION OF THE PROPOSED AND EXISTING GRADES, SLOPES, SOIL PRCSPERTIES, ETC. BEFORE CONSTRUCTION. SEE GENERAL NOTES THIS SHEET. C -01 -OZ Z -r-O 0'5—c —o JOB NUMBER: 00602-16 DATE: 4/21/2006 DRAWN BY: AMH CHECKED BY: SDB NO. REVISION DATE o F D1 v STEPHEN D. BARBER CERTIFICATE NO. 025731 FSS I 0 N iA L SHEEN' C3�yl� 4 6" D.I. WATER PIPE (FLANGED) FEED TO THE TAVERN. TOP OF FLANGE I'- O" ABOVE FLOOR 1-1/2" CONDUITS (3) FOR SECURITY, ELECTRIC AND GAS 261-011 8" x 8" x 16" BLOCK a z 7- W } l 141-oi1 Y IOI. O ° W W :a e_ 6" D.I. WATER PIPE (FLANGED) FEED TO THE TAVERN. TOP OF FLANGE I'- O" ABOVE FLOOR 1-1/2" CONDUITS (3) FOR SECURITY, ELECTRIC AND GAS 261-011 8" x 8" x 16" BLOCK a 4. INSULATED METAL DOOR 2 -COMMERCIAL GRADE: 30" INSULATED WITH LOCKING DOOR KNOB METAL DOORS WITH LOGXING DOOR KNOB 6" 0,1. HATER PIPE (FLANGED) SUPPLY FROI'M THE TANK. NEW STEPS - TOP OF FLAI`HGE AS NEEDED I'- I/2" ABOVE FLOOR PLAN VIEW RETAINING WALLS 12" BY IS" LOUVERED VENT WITH SCREEN MANUFACTURED WOOD TRUSSES OR STICK FRAME RAFTERS 16" O.G. SECURE RAFTERS WITH METAL HANGERS 2-2"x 8" PT SILL PLATES W/ 1/2" DIA. HOOKED ANCHOR BOLTS a 48" 5/4" x 8" FASCIA BOARD WESTERN CEDAR 18" SOFFIT TRIMMED OUT I" x 4" TRIM BOARD 8" x 8" x 16" BLOCK 15 GOUR5ES PARGED ON OUTSIDE PAINT ON IN51DE 6" THICK CONCRETE 4,000 F51 MEDIUM SLUMP AIR -ENTRAINED FLOOR DRAIN --- GABLE ENDS WESTERN CEDAR CLAPBOARD SIDING I N5ULATE BETWEEN RAFTERS 12 12" BY 18" LOUVERED VENT WITH 8" x 8" x 16" BLOCK #6 ® 16" WHERE GRADE 15 4'-0" OR MORE ABOVE TOP OF SLAB. #4 ® 40" ELSEWHERE 4" THICK GONGRETE SLAE 3,000 P51 MIN. MEDIUM SLUMP AIR ENTRAINED &'-ci" MIN. SEE BUILDING NOTE 2 WATERPROOF ALL EXTERIOR BLOCK THAT IS BELOW GROUND o . oD (D11 11 011 �� #4 x 1'-4" DOWELS AT -1 EACH VERTICAL BAR - _- - - - - - - ---- � �- - LA1 1 t_a r i 9 s 9 ! I I a---- 3/4" GDX ROOF SHEATHING JOINT REINFORCEMENT UNDER NEN TOP COURSE, ALL AROUND GONG. GHANNEL #12 COPPER SHANKS ®32" O.G. WITH COPPER DRIP EDGE COPPER GUTTER WITH �o GUTTER GUARDS COPPER DOWNSPOUTS (4) c� SEE BUILD>IN6 BOTH SIDES o NOTE 2 o 7-7 ' POLYMASTER 8501 °- FOAM I NSULATI ON o (ALL BLOGK5) #18 o T STONE 0 uQ (MIN.) 0 0 i o 0 o ' o. 2" (R-10) RIGID INSULATION ALL SIDES SLOPE FLOOR TO DRAIN q 1-0 0 0 FOOTING DRAIN o O O O O O O O O O O O O U O O O O 0'0, O O O _ o — U.G. DRAIN L= cy EXTEND AROUND BUILDING loll I011 UNDER NEW SIDEWALK AND CONNECT TO EXISTING STORM --'-- ����- I -g ! 3,000 PSI CONCRETE FOOTERS 8 MIL. POLY VAPOR BARRIER 6 x 6 WWF: W1.4 x WI A 4" OF #68 STONE 2" BELOW TOP OF SLAB PUMP ROOM ELEVATION SEE BUILDING NOTE 2 FINISHED GRADE l ) - WATERPROOF ALL EXTERIOR BLOCK THAT 15 BELOW GROUND - 000> 0 0 0 p0 Q 0®0 000 000000000 040 0 00 0 0 0 0 0 0 0 0 0 O o 0 0 0 W I 7 z m�� FOOTING DRAIN STORAGE ROOM FOOTI I DRAIN 1/2" 6YP5UM BOARD OVER INTERIOR WALL 51 MP50N H2.5A AT EACH TRU55 BEARING == - - _ 0 0 0 ca 0 0 0 0 0 oQ 4 . 1. FOOT) NG DRAIN 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 10" 3,000 P51 CONCRETE FOOTERS 60' 4" OF #68 STONE 3" CLEARANCE FROM (2)-#5 CONTINUOUS BOTTOM TO REINF. LAP 2'-3" AT SPLICES STORAGE ROOM ELEVATION #1 BLUE LABEL, RED CEDAR GGA TREATED, HEAVY SHAKES (TAPPERING FROM 1.25" TO 0.159 WITH EPDM UNDERLAYMENT UNDER FACTORY RIDGE GAP SHAKES AT 10" EXPOSURE WITH #30 FELT BASE LAYER AS AN UNDERLAYMENT 4 #30 FELT IBETWEEN GOUR5E5. INSTALL 16 OUNCE COPPER DRIP EDGE FOR P0551BLE FUTURE INSTALLATION OF COPPER 6UTTER5 AND DOWNSPOUTS. FLASHING SEE BUILDING NOTE 2 z 7- W } l 141-oi1 Y IOI. O ° W W :a e_ J < Ex, rn Gen. NEW 36" �. WIDE 51 DEWALK FIRE PIUMP ROOM0. 6 ti STORAGE ROOM 4" FLOOR DRAIN X ti Wi' Ex. GonGrete :r n pad ° .. !. -----b" x 8" x 16" BLOCK 4. INSULATED METAL DOOR 2 -COMMERCIAL GRADE: 30" INSULATED WITH LOCKING DOOR KNOB METAL DOORS WITH LOGXING DOOR KNOB 6" 0,1. HATER PIPE (FLANGED) SUPPLY FROI'M THE TANK. NEW STEPS - TOP OF FLAI`HGE AS NEEDED I'- I/2" ABOVE FLOOR PLAN VIEW RETAINING WALLS 12" BY IS" LOUVERED VENT WITH SCREEN MANUFACTURED WOOD TRUSSES OR STICK FRAME RAFTERS 16" O.G. SECURE RAFTERS WITH METAL HANGERS 2-2"x 8" PT SILL PLATES W/ 1/2" DIA. HOOKED ANCHOR BOLTS a 48" 5/4" x 8" FASCIA BOARD WESTERN CEDAR 18" SOFFIT TRIMMED OUT I" x 4" TRIM BOARD 8" x 8" x 16" BLOCK 15 GOUR5ES PARGED ON OUTSIDE PAINT ON IN51DE 6" THICK CONCRETE 4,000 F51 MEDIUM SLUMP AIR -ENTRAINED FLOOR DRAIN --- GABLE ENDS WESTERN CEDAR CLAPBOARD SIDING I N5ULATE BETWEEN RAFTERS 12 12" BY 18" LOUVERED VENT WITH 8" x 8" x 16" BLOCK #6 ® 16" WHERE GRADE 15 4'-0" OR MORE ABOVE TOP OF SLAB. #4 ® 40" ELSEWHERE 4" THICK GONGRETE SLAE 3,000 P51 MIN. MEDIUM SLUMP AIR ENTRAINED &'-ci" MIN. SEE BUILDING NOTE 2 WATERPROOF ALL EXTERIOR BLOCK THAT IS BELOW GROUND o . oD (D11 11 011 �� #4 x 1'-4" DOWELS AT -1 EACH VERTICAL BAR - _- - - - - - - ---- � �- - LA1 1 t_a r i 9 s 9 ! I I a---- 3/4" GDX ROOF SHEATHING JOINT REINFORCEMENT UNDER NEN TOP COURSE, ALL AROUND GONG. GHANNEL #12 COPPER SHANKS ®32" O.G. WITH COPPER DRIP EDGE COPPER GUTTER WITH �o GUTTER GUARDS COPPER DOWNSPOUTS (4) c� SEE BUILD>IN6 BOTH SIDES o NOTE 2 o 7-7 ' POLYMASTER 8501 °- FOAM I NSULATI ON o (ALL BLOGK5) #18 o T STONE 0 uQ (MIN.) 0 0 i o 0 o ' o. 2" (R-10) RIGID INSULATION ALL SIDES SLOPE FLOOR TO DRAIN q 1-0 0 0 FOOTING DRAIN o O O O O O O O O O O O O U O O O O 0'0, O O O _ o — U.G. DRAIN L= cy EXTEND AROUND BUILDING loll I011 UNDER NEW SIDEWALK AND CONNECT TO EXISTING STORM --'-- ����- I -g ! 3,000 PSI CONCRETE FOOTERS 8 MIL. POLY VAPOR BARRIER 6 x 6 WWF: W1.4 x WI A 4" OF #68 STONE 2" BELOW TOP OF SLAB PUMP ROOM ELEVATION SEE BUILDING NOTE 2 FINISHED GRADE l ) - WATERPROOF ALL EXTERIOR BLOCK THAT 15 BELOW GROUND - 000> 0 0 0 p0 Q 0®0 000 000000000 040 0 00 0 0 0 0 0 0 0 0 0 O o 0 0 0 W I 7 z m�� FOOTING DRAIN STORAGE ROOM FOOTI I DRAIN 1/2" 6YP5UM BOARD OVER INTERIOR WALL 51 MP50N H2.5A AT EACH TRU55 BEARING == - - _ 0 0 0 ca 0 0 0 0 0 oQ 4 . 1. FOOT) NG DRAIN 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 10" 3,000 P51 CONCRETE FOOTERS 60' 4" OF #68 STONE 3" CLEARANCE FROM (2)-#5 CONTINUOUS BOTTOM TO REINF. LAP 2'-3" AT SPLICES STORAGE ROOM ELEVATION #1 BLUE LABEL, RED CEDAR GGA TREATED, HEAVY SHAKES (TAPPERING FROM 1.25" TO 0.159 WITH EPDM UNDERLAYMENT UNDER FACTORY RIDGE GAP SHAKES AT 10" EXPOSURE WITH #30 FELT BASE LAYER AS AN UNDERLAYMENT 4 #30 FELT IBETWEEN GOUR5E5. INSTALL 16 OUNCE COPPER DRIP EDGE FOR P0551BLE FUTURE INSTALLATION OF COPPER 6UTTER5 AND DOWNSPOUTS. FLASHING SEE BUILDING NOTE 2 --------- - . - �-: -- 9 0 0 0 0 0 000000000000000000000000000�00C o FIRE PUMP ROOM REAR ELEVATION NEW 36" WIDE 51 DEWALK i� - FOOTING 1 I- DRAIN T3 rn _1 Ex. gen. pod. o X W LATE Jonuory 5, 2004 REVISIONS JANUARY 30, 2004 FEBRUARY a, 2004 FEBRUARY 13, 2004 FEBRUARY 20, 2000 FEBRUARY 22, 2000 Ai`'RiL 20, 2000 MAY 10., 2000 SGALE 1/2"= I' 5mm P. 5mini CERTMCATE No. k 145x1 z 7- W } l --------- - . - �-: -- 9 0 0 0 0 0 000000000000000000000000000�00C o FIRE PUMP ROOM REAR ELEVATION NEW 36" WIDE 51 DEWALK i� - FOOTING 1 I- DRAIN T3 rn _1 Ex. gen. pod. o X W LATE Jonuory 5, 2004 REVISIONS JANUARY 30, 2004 FEBRUARY a, 2004 FEBRUARY 13, 2004 FEBRUARY 20, 2000 FEBRUARY 22, 2000 Ai`'RiL 20, 2000 MAY 10., 2000 SGALE 1/2"= I' 5mm P. 5mini CERTMCATE No. k 145x1 BRIAN F.. SMITH/ FE CIVIL ENGINEERING, INC.' 105 IA EST H 16H STREET CHARLOTTESVILLE, VA 220.02 TEL.: (434) 2Qb-3644 FAX: (434) 2Gb-2041 bpspe,@oarthI!nk.net •_-10E3 NUMBER as -013-00 DN6,. NAME f ire pump house 2.pro SHEET "T Iof z 7- W } O W W e_ J < BRIAN F.. SMITH/ FE CIVIL ENGINEERING, INC.' 105 IA EST H 16H STREET CHARLOTTESVILLE, VA 220.02 TEL.: (434) 2Qb-3644 FAX: (434) 2Gb-2041 bpspe,@oarthI!nk.net •_-10E3 NUMBER as -013-00 DN6,. NAME f ire pump house 2.pro SHEET "T Iof January 5, 2004 JANUAR'i 50, 2004 FEBRUARY q, 2004 FEBRUARY 13, 2004 FEBRUARY 20, 2006 FEBRUARY 22, 2006 APRIL 26, 2006 MAY 10, 2006 SGALE 1/2"= I' 0 2 BMM P. 5MIT�f � c� �a c�T xo. 00 10 14581 A 9 BRIAN P. SMITH, PE CIVIL ENGIINEERING, INC. UR2M DUN kn CmrUaR - UA Ro ° ORU 103 WEST 1-116H STREET GHARLOTTESVILLE, VA 22,102 TEL: (434) 2qb-3(944 FAX: (434) 2Q(9-2041 bpspo@earthiink.net J o is cf8-'O 15-00 � a `m fire pump house 2.pro SHEET 5 of 5