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Home My WebLink AboutPlan, Final APPLICANT 5/19/2005 (2).GENERAL C 1. CONTRACTOR SHALL NOT 2. THE CONTRACTOR SHAL SAFEGUARD THE PUBLIC TEMPORARY TRAFFIC C ALL TRAFFIC CONTROL ONTROL CONSTRUCTION NOTES EX. 20' MIN WIDTH PAVED EXISTING CONCRETE m I i •'. -. - y - ' ; - PROPOSED CONCRETE — — -- — = EXISTING CURB 20' PRIVATE RIGHT- PROPOSED CURB z -- ----- PROPERTY LINE -- -- EX. ST--�-•�• --- EXISTING STORM SEWER ��-- ST PROPOSED STORM SEWER FENCE 1 REMOVE E7asTN�G coiVCRErE LANDSCAPE AS D�?ECTED BY OWIIfER EASEMENT 466 O 4 o� ' EXISTING SPOT ELEVATION 466.00 PROPOSED FINISHED ELEVATION ® EXISTING WATER METER 2D00-054147 I EXISTING POWER POLE V)ce EXISTING TRASH RECEPTACLE AC ASPHALTIC CONCRETE FL FLOW LINE PC PORTLAND CEMENT CONCRETE TC TOP OF CURB 2 , SAWCUT EMTJMG PAVE7blEW AND REMOVE EMTWG CURB O v o 3 CONSTRUCT TOP SET CUFi8 PER DETAIL > o UC IG NOTESui CONSTRUCT MONOLMIC CURB AND EWALK PER DETAIL 04 SID C PERFORM WORK WITHOUT INSPECTIONS WHERE INSPECTIONS. ARE REQUIRED. 1_ PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND CONSTRUCT 3" AC ON 9" CRUSHED ROCK PER DETAIL AND WORKERS AGAINST INJURY AND PROTECT THE ;WORK AGAINST DAMAGE. ALL �..-' SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. O CONSTRUCT 6" ASTM ASTM D3034 PVC STORM PIPE SEE TPBV04 DETAIL o SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR FOR STREETS AND HIGHWAYS (MUTCD). CURRENT EDITION, AS SUPPLEMENTEDAND AMENDED BY THE OREGON SUPPLEMENTS. FLAGGING SHALL 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 EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY d 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 d 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 UTILITItES AT LEAST 48 HOURS PRIOR TO BEGINNING WORM 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 cX MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE & AT THE INDICATED POINTS OF CONNECTION. IF THE 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 SPECIFICATIONS. 'Im t -nm F", ► A00 ► a � i ► EX. 6' CL FENCE A�00\ 13 1/ v°o� . GQNC. s. �o d TC -466.05 n ' da 00 00 TC -46 AC=465.55 EXISTING OFFICE BUILDING 1475 S. A ST. MATCH TC CL FENCE ' MACTH AC I X<) 14 TC=466.05 AC -465.55 I I 1 12 I I ° TC=465.65 2 -4 C65,15 I 6 � -- I f� —EX, AC PARKING !-» 16.2b' 21.16' -►I q a ►„Q 0 ►-rz MATCH TC I I (� I I q 'L MACTH AC 2 I I I I res\ I I I I 20 65 -- EX. 20' MIN WIDTH PAVED EXISTING CONCRETE ° I i •'. -. - y - ' ; - PROPOSED CONCRETE — — -- — = EXISTING CURB 20' PRIVATE RIGHT- PROPOSED CURB I -- ----- PROPERTY LINE -- -- EX. ST--�-•�• --- EXISTING STORM SEWER ��-- ST PROPOSED STORM SEWER FENCE ---------- EASEMENT 466 EXISTING CONTOUR o� ' EXISTING SPOT ELEVATION 466.00 PROPOSED FINISHED ELEVATION ® EXISTING WATER METER 2D00-054147 I EXISTING POWER POLE Efl EXISTING TRASH RECEPTACLE AC ASPHALTIC CONCRETE FL FLOW LINE PC PORTLAND CEMENT CONCRETE TC TOP OF CURB EXISTING 5" PLUM TREE 'Im t -nm F", ► A00 ► a � i ► EX. 6' CL FENCE A�00\ 13 1/ v°o� . GQNC. s. �o d TC -466.05 n ' da 00 00 TC -46 AC=465.55 EXISTING OFFICE BUILDING 1475 S. A ST. MATCH TC CL FENCE ' MACTH AC I X<) 14 TC=466.05 AC -465.55 I I 1 12 I I ° TC=465.65 2 -4 C65,15 I 6 � -- I f� —EX, AC PARKING !-» 16.2b' 21.16' -►I q a ►„Q 0 ►-rz MATCH TC I I (� I I q 'L MACTH AC 2 I I I I res\ I I I I ,ADA RAMP y - �o2 TC=4- 65.65/ AC -465.15 2 0 N 4.82 —mm 46 — -I -� _5602 � �o� A �. EX. I ab LAWN I / ( t o I EX. SIGN — --EX. 24" ST- . �:. -EX. 24" S T E 4 � S EX, 24.5' VIR EWAY� S. "A " STREET (60' ROW) DEWALK EX. 6' WOOD FENCE 00 roll 4i -1.5' OPENING IN CURB FL=463.82 18 n -g/ 15' PRIVATE DRAINAGE EASEMENT O QC , FM',46t :Z y� a Ifj 6 C CONSTRUCT TWO C"BER CATCH BASW PER DETAL 0 COACT TO 00STWG PWE __-- 0SLS---- CONSTRUCT WATER QUALITY SWALE AS SHOWN AT 1X PER DETAIL r0 10 PROTECT TREE ''' J I1 CONSTRUCT BICYCLE RACK PER DETAIL ON SHEET 2 cu LL C12) CONSTRUCT ADA RAM' WffH REQt M LAND,ffUG AAD RAILM PER CURRENT OULDW CODE W co) CONSTRUCT CONCRETE WALK PER DETAILS ON SHEET 2 !4 WSTALL PAVEMENT STRF'WG AS SHOWN PER PARKM DETAILS ON SHEET 2 15 } MATCH SIDEWALK TO EXISTWG STAIR ELEVATIOAL CONTACT ENGNEER PRIOR TO ADJUSTWG PARKrM LOT GRADWG 16) EXTEAD DOWNSPOUT TO PAVWG 17 CONSTRUCT 6' TALL SW 08SCURWG FENCE AS DRECTED BY OWNER � 18 CONSTRUCT FLOW SPREADER PER DETAIL ON SHEET 2. �•! Z PARMG TABUMT10N a' - EXISTING BUILDING FLOOR AREA = 1144 S.F. �- CITY VEHICLE PARKING RATIO = I SPACE PER 300 S.F. i - REQUIRED PARKING, w F_HICLE PARKING: 4 SPACES00 € "v I'ISABLED PARKING J SPACECL BICYCLE PARKING= 3 SPACES -50 V PROPOSED PARKING, � Q U. VEHICLE (STANDARD). 6 SPACES DISABLED PARKING: I SPACE BICYCLE PARKING= 3 SPACES ZsoUc9, H N � SI'D'E TAB UIA TION wAs y 10 EXISTING IMPERVIOUS AREAS, ROOF= 1144 S.F. OTHER= 1000 S.F. PROPOSED NEW IMPERVIOUS AREAS] an ROOF: N/A PARKING: 3700 S.F. a .0 � OTHER: 400 S.F. m v EXISTING ROOF AREA TO DRAIN$„a •d+ tie c INTO NEW PARKING LOT, 800 S.F. �N� ' U � ,..� o q W o c U w .to m Ert •W ,-4 q ea W DATE APRIL 15, 2005 SCALE AS NOTED DRAWN ARS �► le, c�o�� BY DESIGNER DG 'M 1 A t (Y1 w t>v rA VM CH BCKED 2g, PROJECT 04-277 NUMBER SHEET N0. OF 2 SHEETS) 20 65 -- EX. 20' MIN WIDTH PAVED JOINT -USE ACCESS TO REMAIN I I i 41 20' PRIVATE RIGHT- I OF -WAY EASEMENT I oho REEL 76 '56D, I REC NO 79481 37.36' JOINT USE PRIVATE ACCESS & PRIVATE UTILITY EASEMENT 2D00-054147 I I I ,ADA RAMP y - �o2 TC=4- 65.65/ AC -465.15 2 0 N 4.82 —mm 46 — -I -� _5602 � �o� A �. EX. I ab LAWN I / ( t o I EX. SIGN — --EX. 24" ST- . �:. -EX. 24" S T E 4 � S EX, 24.5' VIR EWAY� S. "A " STREET (60' ROW) DEWALK EX. 6' WOOD FENCE 00 roll 4i -1.5' OPENING IN CURB FL=463.82 18 n -g/ 15' PRIVATE DRAINAGE EASEMENT O QC , FM',46t :Z y� a Ifj 6 C CONSTRUCT TWO C"BER CATCH BASW PER DETAL 0 COACT TO 00STWG PWE __-- 0SLS---- CONSTRUCT WATER QUALITY SWALE AS SHOWN AT 1X PER DETAIL r0 10 PROTECT TREE ''' J I1 CONSTRUCT BICYCLE RACK PER DETAIL ON SHEET 2 cu LL C12) CONSTRUCT ADA RAM' WffH REQt M LAND,ffUG AAD RAILM PER CURRENT OULDW CODE W co) CONSTRUCT CONCRETE WALK PER DETAILS ON SHEET 2 !4 WSTALL PAVEMENT STRF'WG AS SHOWN PER PARKM DETAILS ON SHEET 2 15 } MATCH SIDEWALK TO EXISTWG STAIR ELEVATIOAL CONTACT ENGNEER PRIOR TO ADJUSTWG PARKrM LOT GRADWG 16) EXTEAD DOWNSPOUT TO PAVWG 17 CONSTRUCT 6' TALL SW 08SCURWG FENCE AS DRECTED BY OWNER � 18 CONSTRUCT FLOW SPREADER PER DETAIL ON SHEET 2. �•! Z PARMG TABUMT10N a' - EXISTING BUILDING FLOOR AREA = 1144 S.F. �- CITY VEHICLE PARKING RATIO = I SPACE PER 300 S.F. i - REQUIRED PARKING, w F_HICLE PARKING: 4 SPACES00 € "v I'ISABLED PARKING J SPACECL BICYCLE PARKING= 3 SPACES -50 V PROPOSED PARKING, � Q U. VEHICLE (STANDARD). 6 SPACES DISABLED PARKING: I SPACE BICYCLE PARKING= 3 SPACES ZsoUc9, H N � SI'D'E TAB UIA TION wAs y 10 EXISTING IMPERVIOUS AREAS, ROOF= 1144 S.F. OTHER= 1000 S.F. PROPOSED NEW IMPERVIOUS AREAS] an ROOF: N/A PARKING: 3700 S.F. a .0 � OTHER: 400 S.F. m v EXISTING ROOF AREA TO DRAIN$„a •d+ tie c INTO NEW PARKING LOT, 800 S.F. �N� ' U � ,..� o q W o c U w .to m Ert •W ,-4 q ea W DATE APRIL 15, 2005 SCALE AS NOTED DRAWN ARS �► le, c�o�� BY DESIGNER DG 'M 1 A t (Y1 w t>v rA VM CH BCKED 2g, PROJECT 04-277 NUMBER SHEET N0. OF 2 SHEETS) 1 h CONSTRUCTION SPEC, ICATIGIY STORUKIATER PFM 1. PVC SEWER PIPE AND FITTINGS= ASTM D 3034 (UNLESS OTHERWISE INDICATED ON THE PLANS). SDR 35. FOR GASKETED JOINTS INCLUDE ASTM F 477 ELASTOMERIC-SEAL GASKETS AND INSTALL ACCORDING TO ASTM D 2321. R 2. WHEN PIPING IS TO BE WITHIN FIVE FEET OF A STRUCTURE, USE SCHEDULE 40 PVC 3. INSTALL PIPING BEGINNING AT LOW POINT OF SYSTEMS, TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. 4. PLACE BELL ENDS OF PIPING FACING UPSTREAM. 5. INSTALL PIPING WITH SLOPES AND COVER AS INDICATED ON THE PLANS. 6. MINIMUM SLOPE OF PIPING SHALL BE 118 INCH PER FOOT. 7. INSTALL CLEANOUTS PER INTERNATIONAL PLUMBING CODE, AND AS INDICATED IN THE PLANS. BACKFLOW PREVE.NWN I. INSTALLATION SHALL CONFORM TO SPRINGFIELD UTILITY BOARD WATER DIVISION STANDARDS 2. DEVICES SHALL BE INSTALLED ABOVE GROUND, AND SHALL DRAIN TO DAY LIGHT. 3. COORDINATE WITH DESIGN -BUILD PLUMBING CONTRACTOR FOR SIZING OF REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE AND ENCLOSURE. 4. SEE LANDSCAPE PLANS FOR IRRIGATION DOUBLE CHECK DEVICE AND ENCLOSURE. 5. PHYSICALLY EXPOSE EXISTING STORM PIPE AT CONNECTION POINT AND VERIFY ELEVATION WITH ENGINEER PRIOR TO CONSTRUCTING ANY PORTION OF THE IMPROVEMENTS EARTHWORK 1. PERFORM EXCAVATION AND FILL IN ACCORDANCE WITH THE CONSTRUCTION PLANS. 2. PROOF -ROLL ALL SUBGRADE AS DIRECTED. 3. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE PULVERIZE, MOISTURE -CONDITION OR AERATE SOIL. AND RECOMPACT. OVEREXCA VA TE WHEN EXPANSIVE SOILS NON-NATIVE FILL MATERIALS OR ORGANICS ARE ENCOUNTERED, OR AS DIRECTED. 4. PLACE BACKFILL AND FILL IN LAYERS NOT MORE THAN 6 INCHES (200 MM) AT OPTIMUM MOISTURE CONTENT. COMPACT EACH LAYER UNDER PAVEMENTS, AND WALKWAYS TO 93 PERCENT RELATIVE COMPACTION - MODIFIED PROCTOR. 5. GRADE AREAS TO A SMOOTH SURFACE TO CROSS-SECTIONS LINES' AND ELEVATIONS INDICATED ON THE PLANS. 6. UNDER PAVEMENTS AND WALKWAYS, PLACE SUBBASE COURSE MATERIAL ON PREPARED SU86RADES AND COMPACT AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, LINES CROSS-SECTIONS AND THICKNESSES 7. ALLOW TESTING AGENCY TO INSPECT AND TEST EACH SUBGRADE AND EACH FILL OR BACKFILL LAYER AND VERIFY COMPLIANCE WITH REQUIREMENTS 8. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH AND DEBRIS AND LEGALLY DISPOSE OF 1T OFF OWNER'S PROPERTY. 9. OWNER WILL ENGAGE A TESTING AGENCY TO PERFORM TESTS AND TO SUBMIT TEST REPORTS HOT -14 ASPHALT PAYW 1. SUBMIT PRODUCT DATA AND HOT -MIX ASPHALT DESIGN MIXES TO ENGINEER FOR APPROVAL. 2. FURNISH AND INSTALL HOT -MIX ASPHALT PAVING ACCORDING TO STANDARD SPECIFICATIONS OF OREGON DEPARTMENT OF TRANSPORTATION. OR APPROVED ALTERNATE. 3. PRIME COAT COMPACTED -AGGREGATE BASE AND ALLOW TO CURE FOR 72 HOURS. 4. TACK COAT EXISTING ASPHALT OR CONCRETE SURFACES AND ALLOW TACK COAT TO CURE UNDISTURBED. 5. HOT -MIX ASPHALT, DENSE. HOT -LAID. HOT -MIX AGGREGATE -ASPHALT PLANT CLASS 'C' MIX. FOR TWO -LIFT INSTALLATION UNDERLAY WITH CLASS -8- MIX. 6. TACK COAT, ASTM D 977, EMULSIFIED ASPHALT OR ASTM D 2397, CATIONIC -EMULSIFIED ASPHALT SLOW SETTING. AFTER SAW -CUTTING AND REMOVAL OF EXISTING ASPHALT, APPLY TACK COAT TO VERTICAL EDGE OF EXISTING ASPHALT WHERE NEW PAVING WILL ABUT. 7. PAVEMENT -MARKING PAINT, AASHTO M-248, TYPE N ALKYD -RESIN TYPE APPLY WITH MECHANICAL EQUIPMENT TO A MINIMUM WET FILM THICKNESS OF 15 MILS (0.4 MM). PAINT SHALL BE WHITE UNLESS OTHERWISE SHOWN IN THE PLANS. 8. OWNER WILL ENGAGE A TESTING AGENCY TO PERFORM TESTS AND TO SUBMIT TEST REPORTS CAST-hf-PLACE CONCRETE CURBS AAI!} SOEWALKS 1. SUBMIT CONCRETE MIX DESIGNS TO THE ENGINEER FOR EACH COMPRESSIVE STRENGTH INDICATED IN THE PLANS WHEN NOT OTHERWISE SPECIFIED, USE 3,000 P.S.I. MINIMUM COMPRESSIVE STRENGTH. 2. PORTLAND CEMENT, ASTM C 150. TYPE 1. 3. FLY ASH, ASTM C 618. TYPE F. 4. AGGREGATES, ASTM C 33, CLASS 4S 5. SLUMP LIMIT, 3 INCHES 6. PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED STRENGTH DUE TO WEATHER EXTREMES DURING MIXING PLACING, AND CURING. 7. APPLY NON -SLIP MEDIUM BROOM FINISH. 8. CURE FORMED SURFACES BY MOIST CURING UNTIL FORMS ARE REMOVED. 9. OWNER WILL ENGAGE A TESTING AGENCY TO PERFORM TESTS AND TO SUBMIT TEST REPORTS. 10. PROTECT CONCRETE FROM DAMAGE. REPAIR SURFACE DEFECTS IN CONCRETE -w+-zn pbt pian. ft, SHEEr Z s/ IM 1.3949 FM, OUTFALL RIPRA 3" QUARRY SP FLOW SPREADER NOT TO SCALE 6" X 6" EXTRUDED CONCRETE CURBING SECTION OVER A.C. PAVING SITE PAVING (SLOPE TO DRAIN PER GRADING d PAVING PLAN) COMPACTED CRUSHED ROCK ROCK BASE 1/2" RADIUS (TYP.) TOP SOIL AS DIRECTED BY OWNER. TOP SET =RUDED CUR. NOT TO SCALE 3" CLASS 'C A.C. PAVING COMPACTED AT 90X RICE. COMPACTED SUBGRADE AT 93X RELATIVE COMPACTION MODIFIED PROCTOR. A.C. PAVING SECTION NOT TO SCALE , n" nnr • li r1 PLAN VIEW SUBGRADE 9" CRUSHED ROCK. COMPACTED AT 93X RELATIVE COMPACTION MODIFIED PROCTOR PROVIDE 1 114" DEEP CONTRACTION JOINTS 5'-0" O.C. AS PER DETAIL (THIS SHEET) CLASS 3300 DUMMY J0#VT 1/4" DEEP 'V' GROOVE 4" THICK P.C. 6" FROM FACE OF CURB CONCRETE SIDEWALK WITH BROOM FhVSH //2" RADPJS TYP, 2X (TYP.) SITE PAVING (SLOPE TO DRAIN PER GRADWG 6" d PAVING PLAN) 2" 3/4"--(0) COMPACTED CRUSHED ROCK COMPACTED SUBGRADE AT 93X RELATIVE COMPACTION MODFIED PROCTOR CONCRETE W44LK & MONOLITHIC CURB NOT TO SCALE CONCRETE WHEEL STOP TYPICAL TYPICAL PARKING SPACE DET"L NOT TO SCALE EXISTING GROUND ESTABLISH GRASS 12" SWALE BOTTOM 4' TOP SOIL D !` AflAfr`DCTC SECTION B --B VARIES - 6' MIN 12' MAX. NOTE, USE PRO-TIME 830 BIOFILTER GRASS SEED MIX (OR APPROVED ALTERNATE). ]CATER QUALITY SWALE SECTION NOT TO SCALE IT M ------ 53 7/8" -----� 60" NOTE, MOUNT IN CONCRETE SLAB SECTION PER MANUFACTURERS RECOMMENDATIONS. BICYCLE RACK DET"L NOT TO SCALE NOTTO SCALE SIGN 6' TYP. \_4" STRIPE TYPICAL 24" 9'1 $' PAVEMENT STENCIL WHITE. (BLUE BACKGROUND AND BLUE - PAINTED CURB OPTIONAL) PROVIDE 1 1/4" DEEP TOOL GROOVE CONTRACTION JOINT 4" THICK P.C. CONCRETE SIDEWALK WITH BROOM FINISH 2" 3/4"-(0) COMPACTED CRUSHED ROCK COMPACTED SUBGRADE AT 93X RELATIVE COMPACTION MODIFIED PROCTOR. NOTE, SIDEWALKS SHALL BE SLOPED AT 2X AWAY FROM BUILDINGS. CONCRETE WALK PAYING SECTION NOT TO SCALE CONCRETE WHEEL STOP TYPICAL 30° \TYP. 2' TYP. BICYCLE -PROOF GRATE ,o- LOCKABLE COVER 12" PARKING WITH D.M.V. DISABLED PERMIT ONLY DD -- VIOLATORS SUBJECT TO TOWING UNDER ORS 811.620 AND FINE UP TO $450 UNDER ORS 811.615 VAN -ACCESSIBLE SIGNAGE AT HEAD OF EACH SPACE. MOUNT SIGNS A T 81" TO 84" ABOVE GROUND LINE. It 6'-O" SCALE AS NOTED • a TYPICAL �: SITE STORM- TORM--WATER DESIGNER DG CHECKED � BY C • a• 04-277 NUMBER Cc u• HUBBLESS a' CONNECTOR Q Q • a /\/ CLEANOUT LID \ co co 4" STRIPE \\/\ UNDISTURBED SOIL OR TYPICAL ENGINEERED FILL 9'-0" 9'-O" 24" 24" TYPICAL PARKING SPACE DET"L NOT TO SCALE EXISTING GROUND ESTABLISH GRASS 12" SWALE BOTTOM 4' TOP SOIL D !` AflAfr`DCTC SECTION B --B VARIES - 6' MIN 12' MAX. NOTE, USE PRO-TIME 830 BIOFILTER GRASS SEED MIX (OR APPROVED ALTERNATE). ]CATER QUALITY SWALE SECTION NOT TO SCALE IT M ------ 53 7/8" -----� 60" NOTE, MOUNT IN CONCRETE SLAB SECTION PER MANUFACTURERS RECOMMENDATIONS. BICYCLE RACK DET"L NOT TO SCALE NOTTO SCALE SIGN 6' TYP. \_4" STRIPE TYPICAL 24" 9'1 $' PAVEMENT STENCIL WHITE. (BLUE BACKGROUND AND BLUE - PAINTED CURB OPTIONAL) PROVIDE 1 1/4" DEEP TOOL GROOVE CONTRACTION JOINT 4" THICK P.C. CONCRETE SIDEWALK WITH BROOM FINISH 2" 3/4"-(0) COMPACTED CRUSHED ROCK COMPACTED SUBGRADE AT 93X RELATIVE COMPACTION MODIFIED PROCTOR. NOTE, SIDEWALKS SHALL BE SLOPED AT 2X AWAY FROM BUILDINGS. CONCRETE WALK PAYING SECTION NOT TO SCALE CONCRETE WHEEL STOP TYPICAL 30° \TYP. 2' TYP. BICYCLE -PROOF GRATE ,o- LOCKABLE COVER 12" PARKING WITH D.M.V. DISABLED PERMIT ONLY DD -- VIOLATORS SUBJECT TO TOWING UNDER ORS 811.620 AND FINE UP TO $450 UNDER ORS 811.615 VAN -ACCESSIBLE SIGNAGE AT HEAD OF EACH SPACE. MOUNT SIGNS A T 81" TO 84" ABOVE GROUND LINE. O -C B`ER CATCH BASIN NOT TO SCALE WITHIN UNDISTURBED NOTE, TRENCH WIDTH TO BE PAVED AREA SOIL PIPE DIA. PLUS 12" -' TYP. 24" MIN. STREET STRUCTURE p° IMPORTED COMPACTED 0 0 00 0 0 (:♦ GRANULAR BACKFILL ° o O O 0 0 TRACER WIRE I j MINUS MIN. n 06 6' MIN. a opo 116 THE OUTSIDE DIA OF PIPE 2„ FILL BELOW PIPE 7WICAL TRENCH DETAIL NOT TO SCALE z O a U) J 4 CL CL X CD DATE APRIL 15, 2005 SCALE AS NOTED • a ARS �: SITE STORM- TORM--WATER DESIGNER DG CHECKED -WA TERPIPING BY • a• 04-277 NUMBER "FERNCO" u• HUBBLESS a' CONNECTOR BAFFLE WITH • a /\/ CLEANOUT LID \ _ a4 \\/\ UNDISTURBED SOIL OR ENGINEERED FILL 24" 24" GIBSON STEEL OR "LYNCH" MANUFACTURED STEEL CATCH BASIN 24 X 48 X 36 D 3" MINIMUM BEDDING 3/4"- 0 CRUSHED ROCK O -C B`ER CATCH BASIN NOT TO SCALE WITHIN UNDISTURBED NOTE, TRENCH WIDTH TO BE PAVED AREA SOIL PIPE DIA. PLUS 12" -' TYP. 24" MIN. STREET STRUCTURE p° IMPORTED COMPACTED 0 0 00 0 0 (:♦ GRANULAR BACKFILL ° o O O 0 0 TRACER WIRE I j MINUS MIN. n 06 6' MIN. a opo 116 THE OUTSIDE DIA OF PIPE 2„ FILL BELOW PIPE 7WICAL TRENCH DETAIL NOT TO SCALE z O a U) J 4 CL CL X CD DATE APRIL 15, 2005 SCALE AS NOTED DRAWN ARS BY DESIGNER DG CHECKED BY PROJECT 04-277 NUMBER SHEET N0. 2 WV4^ s OF 2 SHEET(S)