Loading...
HomeMy WebLinkAboutPlan, Final APPLICANT 5/19/2005If r- UK 0 r ttr-t r 0 rill -7" y .,fy r u !mv, i ut-ov, c..vr-mciv r mix r rvrv, mo oVrri-CMCfv 1 CU 14ivv Hrvrcrvvcu vi Inc OREGON SUPPLEMENTS. FLAGGING Si -ALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY DIVISION HANDBOOK, "SIGNING AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES`, CURRENT EDITION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. 3. THE LOCATION OF EXI^ 1. '9G UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY � HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY & ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 TO INDICATE EXISTING UTILITIF'S AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 4. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION � MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE & AT THE INDICATED POINTS OF C01";NECTION. IF TME EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN, THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. 5. SITE PLUMBING SHALL CONFORM TO THE INTERNATIONAL PLUMBING CODE AND MANUFACTURER'S SPECIFICA TIONS. G ND CONSTRUCTION NOTES EXISTING CONCRETE m Z PROPOSED CONCRETE - ---- — EXISTING CURB PROPOSED CURB .°�. .�•. PROPER T Y LINE --- EX. ST— EXISTING STORM SEWER S T PROPOSED STORM SEWER FENCE -~- -- -- -- -- -- -- -~ -- EASEMENT (D REMOVE EMSTNVG CONCRETE: LANDSCAPE AS DIRECTED BY OWAER EXISTING CONTOUR a� O 0- EXISTING SPOT ELEVATION 466.00 PROPOSED FINISHED ELEVATION Nil EXISTING WATER METER EXISTING POWER POLE V) EXISTING TRASH RECEPTACLE AC ASPHALTIC CONCRETE FL FLOW LINE PC PORTLAND CEMENT CONCRETE TC TOP OF CURB 2 SAWCUT E=TNG PAVE EW AND REMOVE' EXIST CUR19 p U w to 3a, CONSTRUCT TOP SET CL RB FUER DETAL W o ES GE NEWU CGA�_. NO TV) �TRUCT �t f ►G04 Al iEWALK PER DETAIL CONTRACTOR SHALL NOT PERFORM WORK' fl FHOUT INSPECTIONS WHERE INSPECTIONS ARE REQUIRED. ND� THE CONTRACTOR SHALL 1 -PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND-05 5 CCC TRUCT 3" AC ON 9" QW&ED ROCK PER DETAIL SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL w TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. � �T1RtICT 6,� ASTM D3034 PVC STORM P SEE 7REIVCH DETAIL ~' a ALL TRAFFIC CONTROL STALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR r- UK 0 r ttr-t r 0 rill -7" y .,fy r u !mv, i ut-ov, c..vr-mciv r mix r rvrv, mo oVrri-CMCfv 1 CU 14ivv Hrvrcrvvcu vi Inc OREGON SUPPLEMENTS. FLAGGING Si -ALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY DIVISION HANDBOOK, "SIGNING AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES`, CURRENT EDITION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. 3. THE LOCATION OF EXI^ 1. '9G UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY � HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY & ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 TO INDICATE EXISTING UTILITIF'S AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 4. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION � MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE & AT THE INDICATED POINTS OF C01";NECTION. IF TME EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN, THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. 5. SITE PLUMBING SHALL CONFORM TO THE INTERNATIONAL PLUMBING CODE AND MANUFACTURER'S SPECIFICA TIONS. G ND EXISTING CONCRETE . y. . PROPOSED CONCRETE - ---- — EXISTING CURB PROPOSED CURB .°�. .�•. PROPER T Y LINE --- EX. ST— EXISTING STORM SEWER S T PROPOSED STORM SEWER FENCE -~- -- -- -- -- -- -- -~ -- EASEMENT 466----- EXISTING CONTOUR a� EXISTING SPOT ELEVATION 466.00 PROPOSED FINISHED ELEVATION Nil EXISTING WATER METER EXISTING POWER POLE lfl EXISTING TRASH RECEPTACLE AC ASPHALTIC CONCRETE FL FLOW LINE PC PORTLAND CEMENT CONCRETE TC TOP OF CURB 3 EXISTING 5" PLUM TREE 0� ! g00 EX. 6' CL FENCE PC=466.25 d V", q? iyj9, 0 EX. 6' SIV EX C=466.05 WOOD {} !! AC=465.55 FENCE 7 CONC. 4 �• TC=466.05 a n rWN ^o AC -465.55 x EXISTING , ° . • . 16 OFFICE BUILDING �' ��,• d /475 S. A ST. TC=465.85 at A C=465.35 A/ MA TCH TC CL FENCE MACTH ACS' `. ADA RAMP: . 041 TC=466.05 AC=465.55 TC 465.65 1 TC -465.6,5!4 15 AC=465.15 °p � I 2 C=465.15 4 2' EX, AC 1 1� i p "� �`� ! o -- PARKING � -I6.2b' z� �' u� i � � �� cm d� N MATCH TCgW C=464.82MACTH L' 1.6xb� AC=464.32 1.5' OPENING IN CURB FL=463.82 18 � 20' h 65 EX. 20 MIN WIDTH PA VED -- -z- �i _ -- -- -- —-- -- -- — I5 PRIVATE JOINT -USE ACCESS TO REMAIN DRaINA GE EASEMENT 00 �o� 20' PRIVATE RIGHT- ��' EX \,• OF -WAY EASEMENT EX AC ' REEL 76 '56D. LAWN l REC NO 79481 37.36' JOINT USE PRIVATE ACCESS PRIVATE UTILITY ��' 1 X ��� 1�(. 6 �°� EASEMENT °` o ��,k EX. SIGNo2 00-054147 l I 5 1 .moo I 465 � EX. 24 ST G -EX 29 ST EX. 7' SIDEWALK _ "°.. a . I EX. 24.5' DRI VEWA Y h STREET to (60' ROW) 4 (n w� s z ,d CONSTRUCT TWO CKAVE? CAT 14 BASIV PER DETAIL - 0 COAWCT TO EX1STW PFE cs" CONSTRUCT WATER QUALITY SWALE AS SHOWN SLOWED' t - AT Ix PER DETAIL w 10 PROTECT TREE Q Il CONSTRUCT BICYCLE RACK PER DETAIL ON SNEET 2CZ C/2) CONSTRUCT ADA RAMP WITH REWU LAAW A11O RALM PER C PPFJ ' BULDW CODE w C13} CONSTRUCT CONCRETE WALK PER DETAILS ON SHEET 2 4 WTALL PAVEWW SIRFM AS SHOWN PER PARM DETAILS ON S &7 2 15.E M4TCH SIDEWALK TO EWTM STAR ELEVA7M CONTACT DWAM Pyr TO ADJUSTING PARKM LOT GRADW CIS} EXTEND DOWASO(W TO PAVNG C7 CONSTRUCT 6 TALL SIOtIT OBSCURIYO FENCE AS DIRECTED BY OWNER. 18 CONSTRUCT FLOW SPREADER PER DETAIL ON &EET 2. -•.1 PARIaNG TABULATION CL EXISTING BUILDING IFLOOR R ARE A=1144 S.F. �- CITY VEHICLE PARKING RATIO = l SPACE PER 300 S.F. REQL#RED PARKING Lu M -..I ']�H!';LE PARKING= 4 SPACES ~ CDZ PtSABLED PARKING I SPACE �'-- Q. W � BICYCLE PARKING•. 3 SPACES PROPOSED PARKINOt Cc X w Lam. /EHICLE (STANDARD). -6 SPACES 0L` Icz DISABLED PARKING I SPACE PICYCLE PARKING= 3 SPACES 4, Z F.fE� � co� �; � w 0 aJ EXISTING IMPERVIOUS AREAS' ROOF: 1144 S.F. OTHER= 1000 S.F. PROPOSED NEW IMPERVIOUS AREAS= ROOF NIA PARKING= 3700 S.F. ~ rn OTHER: 400 S.F. EXISTING ROOF AREA TO DRAIN, tr► c INTO NEW PARKING LOT, 800 S.F. o �0 A © ice• o 4.) wm•9 H F04 to U� M U DATE APRIL 1 5, 2005 SCALE AS NOTED DRAWN ARS BY _ 01 DESIGNER DO - K'161 m vm rVA VM CHECKED BY C). PROJECT 04-277 NUMBER . SHEET NO. 1 OF SHEET(s} m PROVIDE t t /4" DEEP CONTRACTION JOINTS PROVIDE J J/4" z 6" X 6" EXTRUDED 5'-0" D.C. AS PER DETAIL (THIS SHEET) DEEP TOOL GROOVE p CONTRACTION JOINT CONSTRUCTIONSPEC7 CONCRETE CURBING 112" RADIUS (TYP.) 4" THICK P.C. CL �"' = SECTION OVERPA NG DUMMY J01NT 1/4" DEEP 'V' GROOVE CONCRETE SIDEWALK Z F TOP SOIL AS CLASS 3300 WITH BROOM FINISH t7,RECTED BY OWNER. 4" TNCK P.C. 6" FROM FACE OF CURB d o 5T WATER SITE PAVING (SLOPE TO CONCRETE SIDEWALK !f2" RADIUS TYP, •" `- • ; - WITH BROOM FIMSH " •.. • : • . • ' • j o DRAIN PER GRADING • ' W d PAVING PLAN)CL' t,r 2X (TYPd> 4# 1, PVC SEWER PIPE AND FITTINGS= ASTlv7 D 3034 (UNLESS OTHERWISE INDICATED ON THE PLANS), SDR 35, SITE PAVING (SLOPE TO f i ' ;4 f / W FOR GASKETED JOINTS INCLUDE ASTM F 477 ELASTOMERIC-SEAL GASKETS AND INSTALL ACCORDING TO , r DRA#V PER GRADINGf,' f�� !�\tij\\ o. o ° 611 d PAVING PLAN} ASTM D 2321. COMPACTED /�,; e ° t= 2" 314"-ro) COMPACTED CRUSHED ROCK \ ,t r� \ \.`' ��.�. � ���, \~ ;� , ISL CRUSHED ROCK .. 2. WHEN PIPING IS TO BE WITHIN FIVE FEET OF A STRUCTURE, USE SCHEDULE 40 PVC. ~ r ` /�° /�'•'/`.�'.�,� f , ` f � ROCK BASE 2" 314`40) COMPACTED `�, COMPACTED St1BGRADE 12 , 9' 6" AT 93X RELATIVE COMPACTION 3. INSTALL PIPING BEGINNING AT LOW POINT OF SYSTEMS, TRUE TO GRADES AND ALIGNMENT CRUSHED ROCK ,, f - MODIFIED PROCTOR. ;� . , INDICATED WITH UNBROKEN CONTINUITY OF INVERT. `\�\\\\, \ f\�\�•\\,�`L,. \\\�� `\ �` �, ��'f f COMPACTED SUBGRADE �, r NOTE= SIDEWALKS SHALL BE SLOPED AT 4. PLACE BELL ENDS OF PIPING FACING UPSTREAM SUBGRADE AT 93X RELATIVE COMPACTION r' f 2X AWAY FROM BUILDINGS 6 MODIFIED PROCTOR \ 5. INSTALL PIPING WITH SLOPES AND COVER AS INDICATED ON THE PLANS 6. MINIMUM SLOPE OF PIPING SHALL BE 118 INCH PER FOOT. CL 7. INSTALL CLEANOUTS PER INTERNATIONAL PLUMBING CODE. AND AS INDICATED /N THE PLANS. ren r CONCRETEWALKVNG SECffoN0.BAC�F'LIOW7URB .[ V �7►.Ci V lJ.G �.r i1.�T► Cr 1 Y i.� �CiMONOLITHIC (0 �C NOT TO SCALE NOT TO SCALE NOT TO SCALE" U I. INSTALLATION SHALL CONFORM TO SPRINGFIELD UTILITY BOARD WATER DIVISION STANDARDS W 2. DEVICES SHALL BE INSTALLED ABOVE GROUND. AND SHALL DRAIN TO DAY LIGHT. CONCRETE 3. COORDINATE WITH DESIGN -BUILD PLUMBING CONTRACTOR FOR SIZING OF REDUCED PRESSURE WHEEL STOP SIGN TYPICAL PRINCIPLE BACKFLOW DEVICE AND ENCLOSURE. !2" CONCRETE WHEEL STOP TYPICAL 4. SEE LANDSCAPE PLANS FOR IRRIGATION DOUBLE CHECK DEVICE AND ENCLOSURE CURB 3" CLASS 'C' O iU.. 300 TYP. 5. PHYSICALLY EXPOSE EXISTING STORM PIPE AT CONNECTION POINT AND VERIFY A.C. PA VINGa-- ELEVATION WITH ENGINEER PRIOR TO CONSTRUCTING ANY PORTION OF THE IMPROVEMENTS. COMPACTED AT 90X RICE. --- 6'-0" T YPICAL PARKING WITH D.hLY. RT 6, TYP. DISABLED PERMIT ONLY p VIOLATORS SUBJECT TO „J co 'TYP. TOWING UNDER 1. PERFORM EXCAVATION AND FILL IN ACCORDANCE WITH THE CONSTRUCTION PLANS �. C� Lk 2 ORS 811.620 AND FINE s Q ZD 4" STRIPE UP TO $450 UNDER TYPICAL ORS 811.615 2. PROOF -ROLL ALL SUBGRADE AS DIRECTED.r f r ! �/' �``,%, ��\�\'�� � f�\j 3. WHEN SURGRADE OR EXISTING GROUND SURFACETO RECEIVE FILL HAS A DENSITY LESS THAN THAT VAN-ACCESSIB LLJ cr) o V REQUIRED FOR FILL, BREAK UP GROUND SURFACE, PULVERIZE, MOISTURE -CONDITION OR AERATE SOIL, AND CL RECOMPACT. OVEREXCAVATE WHEN EXPANSIVE SOILS, NON-NATIVE FILL MATERIALS, 9" CRUSHED ROCK, „ 24" OR ORGANICS ARE ENCOUNTERED, OR AS DIRECTED, COMPACTED SUBGRADE 4 STRIPE �✓ AT 93X RELATIVE COMPACTION COMPACTED AT 93X TYPICAL SIGNAGE A7 HEAD 4. PLACE BACKFILL AND FILLIN LAYERS NOT MORE THAN 6 INCHES (200 MM) AT OPTIMUM MODIFIED PROCTOR. RELATIVE COMPACTION OF EAC!-! SPACE. ER E MODIFIED PROCTOR Q,_Dtt 9,_Ott 9 # 8' MOUNT SIGNS AT V MOISTURE CONTENT. COMPACT EACH LAYER UNDER PAVEMENTS, AND WALKWAYS 81TO 84 ABOVE TO 93 PERCENT RELATIVE COMPACTION MODIFIED PROCTOR GROUND LINE PAVEMENT STENC/L WHITE. (BLUE BACKGROUND AND BLUE- , • 5. GRADE AREAS TO A SMOOTH SURFACE TO CROSS-SECTIONS, LINES, AND ELEVATIONS INDICATED ON THE PLANS. PAINTED CURB OPTIONAL W co 6. UNDER PAVEMENTS AND WALKWAYS, PLACE SUBBASE COURSE MATERIAL ON PREPARED SU96RADES AND f' „ COMPACT AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, LINES. CROSS-SECTIONS, AND THICKNESSES PAVING C N SPC T'HANDICAPPED P NC � v_L Q7. ALLOW TESTING AGENCY TO INSPECT AND TEST EACH SUBGRADE AND EACH FILL OR BACKFILL LAYER AND •C•1�7i.. T rIOlw 'ct QUI VERIFY COMPLIANCE WITH REQUIREMENTS NOT TO SCALE NOT TO SCALE NOT TO SCALE 0 8. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH, AND a.X �® DEBRIS, AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY. 9. OWNER WILL ENGAGE A TESTING AGENCY TO PERFORM TESTS AND TO SUBMIT TEST REPORTS BICYCLE-PROOF GRATE LOCKABLE COVER 18„ BREAK t c z •�a �,,-� o HOT ASPHALT PA IN CURB _._.._ �o �V v EXISTING GROUND n.. , W 1. SUBMIT PRODUCT DATA AND HOT -MIX ASPHALT DESIGN MIXES TO ENGINEER FOR APPROVAL. Q SITE STORM- 2. FURNISH AND INSTALL HOT -MIX ASPHALT PAVING ACCORDING TO STANDARD SPECIFICATIONS OF OREGON ESTABLISH GRASS .o d WATER PIPING cS'/ �• `�' DEPARTMENT OF TRANSPORTATION, OR APPROVED ALTERNATE e . fib„ 3. PRIME COAT COMPACTED -AGGREGATE BASE AND ALLOW TO CURE FOR 72 HOURS. y: '� Y �f �'� ttFERNCO _ b tt ..,, .,. ,� .. 41 HUSBLESS atr 4. TACK COAT EXISTING ASPHALT OR CONCRETE SURFACES AND ALLOW TACK COAT TO CURE UNDISTURBED. 1, :t o CONNECTOR 5. HOT -MIX ASPHALT= DENSE, HOT -LAID, HOT -MIX AGGREGATE -ASPHALT PLANT CLASS 'Cl MIX FOR TWO -LIFT BAFFLE WITH ~ � 0 INSTALLATION, UNDERLAY WITH CLASS `8m MIX. 12" Qa.. d �\ CLEANOUT LID o ' 0 OUTFALL RlPRAP PAD SWALE BOTTOM 4t TOP SOIL f tpalo OUTFALL UNDISTURBED 6. TACK COAT= ASTM D 977, EMULSIFIED ASPHALT OR ASTM D 2397, CATIONIC -EMULSIFIED ASPHALT, /� f // / SOIL OR q \\ /, \\ ENGINEERED FILL eH SLOW SETTING. AFTER SAW -CUTTING AND REMOVAL OF EXISTING ASPHALT, APPLY TACK COAT TO VERTICAL 4, VARIES - 6 MIN. ►2 MAX. -�� ,\� 0 �, F �> >� "GIBBON STEEL'" OR � EDGE OF EXISTING ASPHALT WHERE NEW PAVING WILL ABUT. 24 24 t, a) ,t -t c0 „ "LYNCH" MANUFACTURED `�-� U .v i2 NOTE= USE PRO-TIME 830 BIOFIL TER GRASS STEEL CATCH BASIN &4 7. PAVEMENT -MARKING PAINT= AASHTO M-248, TYPE N, ALKYD -RESIN TYPE. APPLY WITH MECHANICAL $" SEED MIX (DR APPROVED ALTERNATE), " MINIMUM DING 24 X 48 X 36 D "'+ o � 0 EQUIPMENT TO A MINIMUM WET FILM THICKNESS OF 15 MILS (0,4 MM). PAINT SHALL BE WHITE UNLESS 3/4"- 0 CRUS ED ROCK v o �' q as OTHERWISE SHOWN IN THE PLANS W o .0 8. OWNER WILL ENGAGE A TESTING AGENCY TO PERFORM TESTS AND TO SUBMIT TEST REPORTS VIEW y� ,moi ,,q v I d 40* w 0-4 � ltp CAST CE Co m CURBS AND SAX-WALKSHATERQVAMffSSECTION --C ER C CBASIN' � w ,.. � 0 NOT TO SCALE NOT TO SCALE A k6 I. SUBMIT CONCRETE MIX DESIGNS TO THE ENGINEER FOR EACH COMPRESSIVE STRENGTH INDICATED IN THE � M � ,;� .Q � PLANS. WHEN NOT OTHERWISE SPECIFIED, USE 3,000 P.S.I. MINIMUM COMPRESSIVE STRENGTH. P.C. CONCRETE � "LEVEL -SPREADER" 2. PORTLAND CEMENT= ASTM C 150, TYPE 1. g, a ... _� :. 12"x 12"x 5' WITHIN UNDISTURBED (FLOW SPREADER) NOTE= TRENCH WIDTH TO BE PAVED AREA SOIL PIPE DIA. PLUS 12" _ 3. FLY ASH= ASTM C 618. TYPE F." TYP. 24 MIN. X�r r �/ , x F \�., \ DATE APRIL 15, 2005 4, AGGREGATES ASTM C 33, CLASS 4S-��f �A :�' � STREET , .` an ��., .// / //f �. \v'Y,\rf��'�`..y �Y� .. `` % \ \..1✓�1�`�/Y 'V��'%Y �"Y%��til� Y��` .av;.F:^.a-.,. •r °7' .: ^..^- *, ",t \ \ � \, `.. \ \_✓ ' c \\ \., \ \. \ `*.' �\\ �\\. \ \ \ ♦ � STRUCTURE 5. SLUMP LIMIT= 3 INCHES „y;�,r; ;,``f'' �fti; ;f,�y; v �, :•a ,,ti�,�,;�;, f.�x�`���} o �+. �+ NOTED p ;\ 'r\� >�%\4\� j �\�\ i,r \'�\ �\\< Op 0 0* Q SCALE AS LVOT L! 3 QUARRY SPALLS ;f., �// t ,���;,,;�,,� �;,f , / �, �� ,, ,;�, �,,;,�{ �- 0,7 C, C� �` �`�`�f�; t�, ��v v..�� . �,v���,�`'. `'�`� `��`;� �'``�'`� {�f,,,` m IMPORTED COMPACTED 0 ';����3" {TYP.);.; :,< „�:,���`���'`�''���;� 6. PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED STRENGTH DUE TO WEATHER EXTREMES DURING % % r ��� f .f� 3 `r,�} GRANULAR BACKFILL o C' O o DRAWN iw`'� %�`�/�%Yl�'ftiv crvti/� /,.'r�, c © © o TRACER WIRE Q ARS f %., `.ii , ? h'' '%`: i ; % \ .'1 \ ` x 'r ` ;\ / \%t/� f\ y f f / I , MINUS MIN. i.d Y MIXING, PLACING, AND CURING. �� ,v,' \!� \.\ ���. ,'i`'\ � (TYP.). � �'' �i 'f��'l� 1 o 0 `yf;�\, p Q'" 6' MIN coo *00 O DESIGNER DG V'�,�Ly'.:`.vi��,:�;'',risf\r.�Y��t` ���.,AT;A�r;`.:�,�- - rr -'00 O 7. APDL Y NON -SLIP MEDIUM BROOM FINISH. , ;, �� \'% (4) -4 BARS------- 53 7/8-�----� tl 1/6 THE CHECKED 8. CURE FORMED SURFACES BY MOIST CURING UNTIL FORMS .ARE REMOVED. /� B -B 60 OUTSIDE DIA PJBY SECTION OF PIPE VARIES 9. OWNER WILL ENGAGE A TESTING AGENCY TO PERFORM TESTS AND TO SUBMIT TEST REPORTS 2,t PROJECT 04 -,277r - o CRUSHEDNUMBER10. PROTECT CONCRETE FROM DAMAGE REPAIR SURFACE DEFECTS 1N CONCRETE. NOTE= MOUNT 1N CONCRETE SLAB SECTION PER\-314" ROCK PIPE SHEET NO. MANUFACTURERS RECOMMENDATIONS FILL BELOW PIPE BEDDING FLO W SPREADER BICYCLE RADETAIL TYPICAL Kt>c, NOT TO SCALE NOT TO SCALE NOT TO SCALE orSHEET(S� " tiO4 277 plot plaa.dr9, SLEET 2.511 MM tv.49 PM, Of `�--�