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Home My WebLink AboutPlan, Final APPLICANT 8/13/2012I . INTERNAL PRIVATE UTI LITI E5 NOT I DENTI M ED . NO PUBLIC UTI LITI E5 ARE LOCATED ON THE 51TE. 2. URBAN GROWTH BOUNDARY DOES NOT CR055 OR. ABUT THE PROPOSED LAND DEVELOPMENT. cv 0 c? ` a) -' RECEPTION 62063 � STORM DRAIN EASEMENT TO THE 58GO 3G' 03"E 344.49' 0 CITY OF / 5PRI NGFI ELD N890 OG' 37"E I GG.27' NG20 35' 2G"E 222.29' 70 07 2 2"E 212.451 170 25'33"W 85.37' N330 22'44"W 235.32' N 10 12'59"W I I G.55' N40 3G' 27"W 295.57' N 190 29'00"W 53.92' GATE WITH AUTOMATED EXIT BAR N70 32' 3 I "W 54. I G'� _ WOOD POLE WITH TWO LUMINAIR.E5 25' NIGH STOP WRONG WAY 1 '- r • . 5120 4G' 45" E 163.89' 5880 17' 1 GT 442.48' rrl�3 RECEPTION 62063 -� 10, I 5TO RM DRAIN I EASEMENT TO THF I CITY Of 5PRINGfIELD —5880 17' 1 G" E 68,8 I' •# !'! ..IWIFALIMW.av- 111 01 wall RECEPTION 62064 STORM DRAIN EASEMENT TO THE CIN OF SPRINGFIELD PARCEL 2 RECEPTION 20565 40.6 I ACRES EASEMENT TO EWEB RECEPTION 7859 173 EASEMENT TO EWER I IRECEPTION 7802 130 � EASEMENT TO EWEB LEGEND: EX15TING SANITARY SEWER EX15TING STORM DRAIN EX15TING WATER EX15TING GAS LINE EXISTING FIBER LINE 3-311 , 1-2", 1-2" FIBER PROP05ED EASEMENT EXISTING EASEMENT EXISTING EASEMENT CENTERLINE EXISTING RIGHT OF WAY EXISTING TREE5 EXISTING POWER POLE EXISTING STREET LIGHT EXISTING fIRE HYDRANT EX15TING WATER VALVE EX15TING STREET SIGN Su, RECEPTION 7802 132 \ � � � � � � � 70' ELECTRICAL TRANSMISSION PROPOSED 10'--� � I � EASEMENT TO EWEB GAS PIPELINE EASEMENT 160' PROJECT DELIVERY CD- GROUP D REGISTERED PROFESSIONAL LAND SURVEYOR 5240 04'41 "E 93.30' i t 1 r 2 .5: 0 �- . PARTITION PLAT y 10 Z 00 { t RECEPTION 62064 -1 STORM DRAIN EASEMENT I TO THE CITY Of I . INTERNAL PRIVATE UTI LITI E5 NOT I DENTI M ED . NO PUBLIC UTI LITI E5 ARE LOCATED ON THE 51TE. 2. URBAN GROWTH BOUNDARY DOES NOT CR055 OR. ABUT THE PROPOSED LAND DEVELOPMENT. cv 0 c? ` a) -' RECEPTION 62063 � STORM DRAIN EASEMENT TO THE 58GO 3G' 03"E 344.49' 0 CITY OF / 5PRI NGFI ELD N890 OG' 37"E I GG.27' NG20 35' 2G"E 222.29' 70 07 2 2"E 212.451 170 25'33"W 85.37' N330 22'44"W 235.32' N 10 12'59"W I I G.55' N40 3G' 27"W 295.57' N 190 29'00"W 53.92' GATE WITH AUTOMATED EXIT BAR N70 32' 3 I "W 54. I G'� _ WOOD POLE WITH TWO LUMINAIR.E5 25' NIGH STOP WRONG WAY 1 '- r • . 5120 4G' 45" E 163.89' 5880 17' 1 GT 442.48' rrl�3 RECEPTION 62063 -� 10, I 5TO RM DRAIN I EASEMENT TO THF I CITY Of 5PRINGfIELD —5880 17' 1 G" E 68,8 I' •# !'! ..IWIFALIMW.av- 111 01 wall RECEPTION 62064 STORM DRAIN EASEMENT TO THE CIN OF SPRINGFIELD PARCEL 2 RECEPTION 20565 40.6 I ACRES EASEMENT TO EWEB RECEPTION 7859 173 EASEMENT TO EWER I IRECEPTION 7802 130 � EASEMENT TO EWEB LEGEND: EX15TING SANITARY SEWER EX15TING STORM DRAIN EX15TING WATER EX15TING GAS LINE EXISTING FIBER LINE 3-311 , 1-2", 1-2" FIBER PROP05ED EASEMENT EXISTING EASEMENT EXISTING EASEMENT CENTERLINE EXISTING RIGHT OF WAY EXISTING TREE5 EXISTING POWER POLE EXISTING STREET LIGHT EXISTING fIRE HYDRANT EX15TING WATER VALVE EX15TING STREET SIGN Su, RECEPTION 7802 132 \ � � � � � � � 70' ELECTRICAL TRANSMISSION PROPOSED 10'--� � I � EASEMENT TO EWEB GAS PIPELINE EASEMENT 160' PROJECT DELIVERY CD- GROUP D REGISTERED PROFESSIONAL LAND SURVEYOR 5240 04'41 "E 93.30' i 586° 22'49T 42. 10' 1 5G° 44' 5 1 "E 426.2 I' co i ca � I . PARTITION PLAT 2002-P 1634 10 Z I . INTERNAL PRIVATE UTI LITI E5 NOT I DENTI M ED . NO PUBLIC UTI LITI E5 ARE LOCATED ON THE 51TE. 2. URBAN GROWTH BOUNDARY DOES NOT CR055 OR. ABUT THE PROPOSED LAND DEVELOPMENT. cv 0 c? ` a) -' RECEPTION 62063 � STORM DRAIN EASEMENT TO THE 58GO 3G' 03"E 344.49' 0 CITY OF / 5PRI NGFI ELD N890 OG' 37"E I GG.27' NG20 35' 2G"E 222.29' 70 07 2 2"E 212.451 170 25'33"W 85.37' N330 22'44"W 235.32' N 10 12'59"W I I G.55' N40 3G' 27"W 295.57' N 190 29'00"W 53.92' GATE WITH AUTOMATED EXIT BAR N70 32' 3 I "W 54. I G'� _ WOOD POLE WITH TWO LUMINAIR.E5 25' NIGH STOP WRONG WAY 1 '- r • . 5120 4G' 45" E 163.89' 5880 17' 1 GT 442.48' rrl�3 RECEPTION 62063 -� 10, I 5TO RM DRAIN I EASEMENT TO THF I CITY Of 5PRINGfIELD —5880 17' 1 G" E 68,8 I' •# !'! ..IWIFALIMW.av- 111 01 wall RECEPTION 62064 STORM DRAIN EASEMENT TO THE CIN OF SPRINGFIELD PARCEL 2 RECEPTION 20565 40.6 I ACRES EASEMENT TO EWEB RECEPTION 7859 173 EASEMENT TO EWER I IRECEPTION 7802 130 � EASEMENT TO EWEB LEGEND: EX15TING SANITARY SEWER EX15TING STORM DRAIN EX15TING WATER EX15TING GAS LINE EXISTING FIBER LINE 3-311 , 1-2", 1-2" FIBER PROP05ED EASEMENT EXISTING EASEMENT EXISTING EASEMENT CENTERLINE EXISTING RIGHT OF WAY EXISTING TREE5 EXISTING POWER POLE EXISTING STREET LIGHT EXISTING fIRE HYDRANT EX15TING WATER VALVE EX15TING STREET SIGN Su, RECEPTION 7802 132 \ � � � � � � � 70' ELECTRICAL TRANSMISSION PROPOSED 10'--� � I � EASEMENT TO EWEB GAS PIPELINE EASEMENT 160' PROJECT DELIVERY CD- GROUP D REGISTERED PROFESSIONAL LAND SURVEYOR 5240 04'41 "E 93.30' i 586° 22'49T 42. 10' 1 5G° 44' 5 1 "E 426.2 I' i 7PU E PER � I . PARTITION PLAT 2002-P 1634 10 Z { t RECEPTION 62064 , STORM DRAIN EASEMENT I TO THE CITY Of G45 5PRI NGEI ELD 30' 30' 500 13' 12"W 31 G.GB' RECEPTION 20565 � 40' TRANSMISSION LINE i. � 9, � EXISTING I I 20 MPH 7' PUE PER RIGHT TURN ARROW EASEMENT TO EWER SUBSTATION PARTITION PLAT IE I I 2002-P 1634 NO PARKING DIRECTIONAL ARROW LEFT �— — — — T �-�- RECEPTION 7802 132 N89° 59' 16"W 695.52' � • �) � �70' TRANSMISSION LIN L= 177.46 �-I 5 MPH � FA�,FAAFNT T(1 FiA/FR R= I 13.24 f LEFT TURNARROW___�__ _ __� _____� _____ 1 A=089°47'20" ,r - - - STOP CHORD' N 515T * G STREET 5450 07'04"W STOP - '-- 159'.851 SPEED 40 `~ X 1 — - 71 .5' DRIVEWAY SPEED 40 G STREET N89° 59` I G"W 1202.47' BOLLARDS 70'RIGHT-Of-WAY 70' RIGHT-OF-WAY 7 . rEl: Z4 s ^ STOP G STREET" 4821-4893 -- *- - WOOD POLE WITH 30' HIGH LUMINAIRE ING STOP --- 50' DEAD END WOOD POLE STREET o WITH 30' H IGH 5083-5097 � LUMINAIRE t� Ln 30' HIGH LUMINAIRE ATTACKED TO POWER POLE STOP SIGN N 52ND STREET G STREET SPEED LIMIT 40 � NO PARKING S WOOD POLE WITH 30' HIGH LUMINAIRE ATTACHED N 52ND STREET G STREET STOP NO TRUCKS 0 100' 200 300' �-N 52ND STREET f DATE 5iGNED: GSI �oIZa�7 zz O� o Lu > o z j ryz Lu Q N Q � N Z Qz �w on BAR 15 ONE INCH ON ORJGINAL DRAWING. IF NOT ONE INCH ON TH15 5HEET, ADJUST 5CAI F5 ACCORDINGLY. s 1 � I STOP G STREET" 4821-4893 -- *- - WOOD POLE WITH 30' HIGH LUMINAIRE ING STOP --- 50' DEAD END WOOD POLE STREET o WITH 30' H IGH 5083-5097 � LUMINAIRE t� Ln 30' HIGH LUMINAIRE ATTACKED TO POWER POLE STOP SIGN N 52ND STREET G STREET SPEED LIMIT 40 � NO PARKING S WOOD POLE WITH 30' HIGH LUMINAIRE ATTACHED N 52ND STREET G STREET STOP NO TRUCKS 0 100' 200 300' �-N 52ND STREET f DATE 5iGNED: GSI �oIZa�7 zz O� o Lu > o z j ryz Lu Q N Q � N Z Qz �w on BAR 15 ONE INCH ON ORJGINAL DRAWING. IF NOT ONE INCH ON TH15 5HEET, ADJUST 5CAI F5 ACCORDINGLY. 5HEEi TITLE 1 � I 5HEEi TITLE GENERAL NOTES: I . 100 -YEAR FLOOD PLAIN DOES NOT IMPACT SITE. 2. PHOTO, DATED MAY 9TH, 20175 PREPARED BY PDG, FOR REFERENCE ONLY. LOCAL WETLAND5 - INVENTORY tal —Mr! I 0—YEAR TIME Of TRAVEL ZONE 'ROP05ED r'nmPl FY PROPERTY LINE mac: a 3 5 G"llll PROP05ED 4 ACCF55 FA5FMFN AND PUBLI UTILITY FA5F EN fOR THE BFNFfI Of PARCEL TOP cuol ®R WELLHEAD PKOTECTION AREA TIME Of TRAVEL ZONE 'BOUNDARY LINE 006- E-4 Imp loop mp w VP UO a 01-10 11-111, Opilli MUM! 501L TYPE: CHEHAL15 5ILTY CLAY LOAM w w bo 10 NEW im I WMAS] L46 20—YEAR ME Of TRAVEL ZONE WELLHEAD PROTECTION AREA TIME Of TRAVEL ZONE BOUNDARY LINE PARCFL 2 40OG I ACKE5 501 L TYPE: 5ALFM—UR13AN LAND VEGETATION 5 OIL Tllff: CAMA5—UR13AN LAND 0 PROJFCT LOCATION BELTUNE ROAD VA 48TH 5TREET CHANNEL I'LOW DIRECTION M�111, �ii TIAZEWI VICINITY MAP NOT TO 5CALF PROJECT DELIVERY! GROUP REGISTERED PROFESSIONAL LAND SURVEYOR OREGON DECEMBER 03,2014 PAUL M. KOWALC"K 79315 -All" RENEWAL DATE: JUNE 30, 2019 DATE 5IGNED: SCALE NOTE: o" In BAR 15 ONE INCH ON ORJGINAL DRAWING. If NOT ONE INCH ON TH15 5HEET, ADJUST SCALES ACCORDINGLY. Date Received ,JUN 3 0 2017 Original Submiffal— 5?Pl Erle G�/�� Lu 811—��a—TVP a z 0 j4f U) z uy-h cob� t Lu 0 04' 1111DI"WE 0 mmm =am 0 mom PROPERTY BOUNDARY UGU— C-2.0. EXISTING UNDERGROUND UTILITIES DW— SOUTHEAST EXISTING DOMESTIC WATER LINE FL— CONSTRUCTION PLAN EXISTING FIRE LINE C-2.2. CIVIL EXISTING FIRE HYDRANT @-8"WW— C-2.3. EXISTING WASTEWATER SYSTEM STORAGE ENCLOSURE PLAN C-2.4. EXISTING CLEANOUT 24 `SD EXISTING STORM DRAINAGE SYSTEM LAND E3 EXISTING CATCH BASIN E3 EXISTING CURB INLET ONE EXISTING OVER HEAD ELECTRIC LINE en CD___0 EXISTING STREET LIGHT C46 EXISTING SITE LIGHTING EXISTING POWER POLE EXISTING TREES 19=_ I I ti am I I Z I EXISTING SWALE EXISTING — DECIDUOUS TREES —24-S 9ITE DATA 'xROPOSED IMPERVIOUS SURFACE = 20,540 SQ. FT. PROPOSED PLANTING AREA ASSOCIATED WITH PARKING = 3,772 SQ. FT. PROPOSED CUT = 790 PROPOSED GRANULAR FILL = 595 CU. YD. 0 113 go I 11L.1 1) W C-1.0. SITE DEVELOPMENT PLAN C-2.0. CIVIL CONSTRUCTION PLAN SOUTHEAST C-2.1. CIVIL CONSTRUCTION PLAN SOUTHWEST C-2.2. CIVIL CONSTRUCTION PLAN NORTHEAST C-2.3. WASTE STORAGE ENCLOSURE PLAN C-2.4. CIVIL DETAILS EC -1.0. LAND DRAINAGE ALTERATION PLAN 100-0' B.P.AEASEMENT CREATED VIA INST. 12006-013404 LANE ' � o � COUNTY OREGON DEED RECORDS END _4000 EXISTING SITE REVIEW MODIFICATION FOR RICHARDSON SPORTS 4 SEC.15, T,17S. R.3 TAX L OT 600 SPRINGFIELD, LANE COUNTY,, OREGON 8 1 1 ILI -'l 0 2 PREVIOUS BPA EASEMENT ABANDONED VIA INST. #2006-013404 LANE COUNTY OREGON I D(ISTING DEED RECORDS FIRE HYDRANT VICINITY MAP vegetation for Southeast parking as shown. No significant NTS vegetation is impacted in Northeast parking area. 6. Fire hydrants are located as shown. 1 7. Soil types on this site are chehalis silty clay loam, EXISTING newberg fine sandy loam, malabon silty clay loam and newberg 28.W DRNE loam. 8 The site lies within the 0-1 year me of Travel Zone for L F1 the TiSports Way Drinking Water Wellhead. 9. Guy wires on existing BPA pole exceed 10' above proposed ................... 7JL L --owl parking spaces. RD.EXISTIN 10. All parking shown in the North East portion of the property A I 91 +EXISTING I GUY WIRE tEXIS11NG DOWER POU 0.6'- EXISTING PROPOSED WELLHEAD 5' SIDEWALK FUTURE PARKING TO REMAIN PROTECTION SIGNAGE /F 92 SP 9' X 18' EXISTING 17. PROPOSED LOCATION FOR WASTEWATER o 1m X 21 BICYCLE SPACES SYSTEMl_ LO --4 24.0' EXISTING SHRUBBEDS i rrrrrrrr EXISTING 5Y— PROPOSED—"/ FIRE HYDRANT BUILDING ADDITION n10 PROPOSED WASTE I X STORAGE ENCLOSURE REFER TO SHEET C-2.3 EXISTING PARKING PROP SED 5' TOTAL 51 SP G BUILDING 8 AT RADE FFE=429.00 WAL (WAY PROPOSED WELLHEAD PROTECTION SIGNAGE 12S -------- --- EXISTING DOUBLE CHECK & WATER METER WEUHEAD PROTECTION NOTES: L11 1 Any chemical spills or leaks must be cleaned up EXISTING WALK TO BE REMOVED 10-f-10 o -ri-sininni-P with I nnio Ciallintv rind VF0 no L I TOF PAVING -7-1 A EXISTING BICYCLE f / } PARKING 2 SPACES EXISTING PARKING TOTAL 37 SP L _TF Icr ,.<Q-1cn C5 -7— cl lzoC>I LLJ L, 1`J M L M U W t-- ;5 C> M 20.0' BPA ACCESS - < C3 I C103 a - z 1 EASEMENT CREATED VIA m INST. #2006-013404 -C:J UJ > W PROPOSED FOSSIL M 1--: UJ LANE COUNTY OREGON C3 UJ Soo FILTER INSERT 12 "so DEED RECORDS PROPOSED WELLHEAD REFER TO SHEET PROTECTION SIGNAGE C-,) %6516.49 — 44 ---242.1 64.5' 6 yke L case, care shall be taken to prevent groundwater contamination. 2. DNAPL Prohibition: The contractor and all subcontractors FUTURE PARKINGare required to provide the owner's engineer with copies of ROPOSED FOSSIL FILTE I E MSDSs for all chemicals proposed for use on—site prior to use 42.8 PEFER TO SHEET' C 2 or delivery to the property. Based on these MSDSs, the engineer will determine if the chemical is approved for use on this site PROPOSED PARKING (i.e., whether or not the product contains DNAPLs). The engineer 10 SP 9, X 18, may contact the SUB Water Quality Protection Coordinator (744-3745) with any questions about evaluating products for PROPOSED 5' co JR: DNAPLs. A copy of the MSDS for all chemicals used on the AT GRADE project will remain on the job site as required by law. , WALKWAY a 3. Chemical handling, storage, and use: Contractors/ developers EXISTING 10 shall be responsible for the safe handling and storage of chemicals, petroleum products, and fertilizers and the prevention WALKWAY of groundwater and storm water runoff contamination. Chemicals C*V used during construction, including point and cleaning EXISTING 4" materials/wastes, must not enter the soil or be washed into the PLANTER storm water system. All chemicals should be stored in adequate EXISTING secondary containment. PLANTE 4. Equipment maintenance and fueling: Precautions must be taken to prevent fluid—containing equipment located outside from leaking, including providing a dedicated area for fueling and maintenance of equipment. This area should be prepared and 1?04D�Ay maintained in a way that prevents spills or leaks from migrating to the soil or storm water drainage system. 5. No fill materials containing hazardous materials shall be used on this site. _12.50 6. Contact SUB for purchase of Wellhead Protection signage. EXISTING lilt FIRE HYDRANT CONSTRUCTION NOTES: 1. Location of utilities as shown are approximate. Contractor EXISTING , NG LTD shall have servicing utilities field locate utilities prior to • FACILITY construction. Contractor shall follow all requirements of OAR 952-001-0010 through 952-001-0090. One call phone number 680, 811. RyW 2. The contractor shall overexcavate all areas where subbase f IRF compaction does not meet the required standard specifications, a determined by field inspection and testing. The contractor shall overexcavate at 6" below subgrade, lay approved geotextile fabric and compact granular backfill material. Contractor shall coordinate all inspection and testing with the project geotechnical professional. 3. Requests by the contractor for changes to the plans must INAL SITE PLAW approved by the consulting engineer and the owner before the changes are implemented. AUG 14 2012 4.. The contractor shall employ construction practices which will minimize the erosion of disturbed ground during the construction activity. The practices shall comply with the Oregon Department planner: Z 4f ----of Environmental Quality National Pollution Discharge Elimination System Permit. Pursuant to ORS 468.740 and the Federal Clean Water Act. 5. When performing excavations, the contractor shall comply with the provisions of OAR 952-001-0010 to 952-001-0090, which include requirements that the contractor hand—expose (pot—hole) underground facilities and use reasonable care to avoid 00 damaging them. 6. Provide dust control at all times. EXISTING FIRE HYDRANT F Date Received: (i I Ih 0 Caw) IN• GO IRA bn 1:> bn CY Z 00 en ZO L) C46 01, 01, IN• IRA OR 211 zA 24 lowng ---•--•--•® PROPERTY BOUNDARY UGU EXISTING UNDERGROUND UTILITIES DW- EXISTING DOMESTIC WATER LINE FL--- EXISTING FIRE LINE EXISTING FIRE HYDRANT SITE DATA: PROPOSED IMPERVIOUS SURFACE = 20,540 PROPOSED PLANTING AREA ASSOCIATED WITH PARKIN# = 3,772 SQ. FT. PROPOSED CUT = 790 PROPOSED GRANULAR FILL = 595 CU. YJ SITE REVIEW MODIFICATION FOR RICHARDSON SPORTS S,E,1/4 SEC -15, T.17S, R.3 W. W.M. TAX LOT 60- -0 5CAlf- 1 "50' 1 OHE EXISTING OVER HEAD ELECTRIC LINE EXISTING STREET LIGHT EXISTING SITE LIGHTING EXISTING POWER POLE EXISTING TREES vegetation is impacted in Northeast parking area. H� PREVIOUS EXISTING 6. Fire h drants are located as shown. US BPA EASEMENT 00'0# B -P -A -EASEMENT 28.00I DDRIVE JT y 7. Soil types on this site are Chehalis silty clay loam, CREATED VIA INST. ABANDONED VIA INST iberg newberg fine sandy loam, malobon silty clay loam and neA #2006-013404 LANE #2006-013404 LANE loam. COUNTY OREGON COUNTY OREGON EXISTING DEED RECORDS DEED RECORDS ► 8. The site lies within the 0-1 year Time of Travel Zone for FIRE HYDRANT the Sports Way Drinking Water Wellhead. 9. Guy wires on existing BPA pole exceed 10' above proposed parking spaces. END Of MAPLE ISLAND RD. r. EXISTING 1000�r-iiii------ Ioo EXISTING STREET RE A<- ffI HYDRANT FUTURE! PARKING ....... EXISTING DOUBLE CHECK 49 SO 9' X 18' 1 WELLHEAD PROTECTION NOTES. WATER METER it 1. Any chemical spills or leaks must be cleaned up FUTURE U3 �R EXISTING FUTURE 32 0' EXISTING WALK TO immediately and clean-up materials disposed off-site and in 24.0' TREE LINE DRIVEWAY accordance with Lane County and DEQ requirements. In every 16/1�1 "I �A DBLVEWAY,, _,�E REMOVED 76111 case, care shall be taken to prevent groundwater contamination. O 619� 1"FL 5 C) EXISTING LI HTING ly V DNAPL Prohibition: The contractor and all subcontractors C3 SD Vy 2. 7= are required to provide the owner's engineer with copies of 04 FUTURE PARKING -242.1 -site prior to use MSDSs for all chemicals proposed for use on PROPOSED FOSSIL FILTER" I ER. C or delivery to the property. Based on these MSDSs, the engineer EFER TO SHEET C 2. 42.81� 0.6' EXISTING will determine if the chemical is approved for use on this site 5' SIDEWALK PROPOSED WELLHEAD EXISTING (i.e., whether or not the product contains DNAPLs). The engineer G TO REMAIN PROPOSED PARKIN PROPOSED PARKING may contact the SUB Water Quality Protection Coordinator 17.3 10 SP 9' X 18' 43 SP 9' X 18' PROTECTION SIGNAGE EXISTING FLOWERING PEARS �z 77 (744-3745) with any questions about evaluating products for 9 -77- - WASTEWATER I 1 6 1 1 " 11 PROPOSED WUMHUN F\Jf\ x.10 I SYSTEM 21 BICYCLE SPACES 1 GL,12,`project will remain on the job site as required by law. 00 EXISTINGDNAPLs. A copy of the MSDS for all chemicals used on the JY WIREPROPOSED 5' Ui 7 AT GRADE 3 EXISTING rs 3. Chemical handling, storage, and use: Controctors/develope WALKWAY quwLR POOLE -4 shall be responsible for the safe handling and storage of 40.2 24.0' chemicals, petroleum products, and fertilizers and the prevention U) EXISTING of groundwater and storm water runoff contamination. Chemicals SHRUB BEDS EXISTING 10 LJ WALKWAY 24.0 10 -175.2Dow used during construction, including paint and cleaning 8 ' EXISTING the mate SWALE EXISTING 4 materials wastes, must not enter the soil or be washed into PROPOSE EXISTING 09. BUILDING PLANTER storm water system. All chemicals should be stored in adequate ADDITION rn FIRE HYDRANT V) secondary containment. 24.0 EXISTING 20.01 I EXISTING 4. Equipment maintenance and fueling: Precautions must be PLAN from DECIDUOUS PROPOSED WASTE taken to prevent fluid -containing equipment located outside tz Em STORAGE ENCLOSURE leaking, including providing a dedicated area for fueling and >< TREES, REFER TO SHEET C-2.3 main -EXIS ML IT11 maintenance of equipment. This area should be prepared and 4? 61.() *. + +kri+ rnwmn+o c ;Iic nr horilic from mi rnfin EXISTING PARKING GUY WIRE I - r H U VV Uy tj tj Zt) main 1U " U HlCo FKUV tiLIJ 0 TOTAL 51 SP EXISTING BUILDING .................... C Q� 11 9 2_9 U ROAD *4 y to the soil or storm water drainage system. AT RADE FFE=429.00 WAL WAY PROPOSED WELLHEADji 5. No fill materials containing hazardous materials shall be PROTECTION SIGNAGE used on this site. 24 SD 12SD6. Contact SUB for purchase of Wellhead Protection signage. 12') ':� ora.;«ae"t.'°°. >.:k k'�asv _ ..�� -^' � 3i I SD EXISTING EDGE ci J to IC -3 EXISTING 'i, CONSTRUCTION NOTES: OF PAVING FIRE HYDRANT 1 Location of utilities as shown are approximate. Contractor e J 11 shall have servicing utilities field locate utilities prior to construction. Contractor shall follow all requirements of OAR A EXISTING LTD FACILITY 952-001-0010 through 952-001-0090. One call phone number EXISTING BICYCLE 811. PARKING 2 SPACES2. The contractor shall overex 68.0) cavate all areas where subbase EXISTING PARKING R1W compaction does not meet the required standard specifications, as TOTAL 37 SP determined by field inspection and testing. The contractor shall -7 co� below sub rade lay approved geotextile fabric overexcavate at 6 L and compact granular backfill material. Contractor shall Q) coordinate all inspection and testing with the project geotechnical C N .I professional. al 3. Requests by the contractor for changes to the plans must C'51 vCfl UJM4 be approved by the consulting engineer and the owner before the C) C-5 < CD < U-1 changes are implemented. W to 2 BPA ACCESS UJ 57< 0' CED) 4. The contractor shall employ construction practices which will S O�ENT CREATED VIA EASEMENT M II"- C-4 :Z: UJ PROPOSED FOSSIL minimize the erosion of disturbed ground during the construction INST. #2006-013404 M UJ C:> LU UJ FILTER INSERT activity. The practices shall comply with the Oregon Department 12"SD LANE COUNTY OREGON U) PROPOSED WELLHEAD of Environmental Quality National Pollution Discharge Elimination DEED RECORDS REFER TO SHEET i PROTECTION SIGNAGE C-2.1 System Permit. Pursuant to ORS 468.740 and the Federal Clean ,U56.4' Water Act. 42.1 64.5 5. When performing excavations, the contractor shall comply with the provisions of OAR 952-001-0010 to 952-001-0090, CD F which include requirements that the contractor hand -expose L (pot -hole) underground facilities and use reasonable care to avoid damaging them. 7 '00 6. Provide dust control at all times. EXISTING FIRE HYDRANT 92 ;3 0 rI p. CrD C) LU bL "R C 0 bD 01 00 CD U -0 130 Viyrsi k R I :Z PROPOSED WUMHUN F\Jf\ x.10 I SYSTEM 21 BICYCLE SPACES 1 GL,12,`project will remain on the job site as required by law. 00 EXISTINGDNAPLs. A copy of the MSDS for all chemicals used on the JY WIREPROPOSED 5' Ui 7 AT GRADE 3 EXISTING rs 3. Chemical handling, storage, and use: Controctors/develope WALKWAY quwLR POOLE -4 shall be responsible for the safe handling and storage of 40.2 24.0' chemicals, petroleum products, and fertilizers and the prevention U) EXISTING of groundwater and storm water runoff contamination. Chemicals SHRUB BEDS EXISTING 10 LJ WALKWAY 24.0 10 -175.2Dow used during construction, including paint and cleaning 8 ' EXISTING the mate SWALE EXISTING 4 materials wastes, must not enter the soil or be washed into PROPOSE EXISTING 09. BUILDING PLANTER storm water system. All chemicals should be stored in adequate ADDITION rn FIRE HYDRANT V) secondary containment. 24.0 EXISTING 20.01 I EXISTING 4. Equipment maintenance and fueling: Precautions must be PLAN from DECIDUOUS PROPOSED WASTE taken to prevent fluid -containing equipment located outside tz Em STORAGE ENCLOSURE leaking, including providing a dedicated area for fueling and >< TREES, REFER TO SHEET C-2.3 main -EXIS ML IT11 maintenance of equipment. This area should be prepared and 4? 61.() *. + +kri+ rnwmn+o c ;Iic nr horilic from mi rnfin EXISTING PARKING GUY WIRE I - r H U VV Uy tj tj Zt) main 1U " U HlCo FKUV tiLIJ 0 TOTAL 51 SP EXISTING BUILDING .................... C Q� 11 9 2_9 U ROAD *4 y to the soil or storm water drainage system. AT RADE FFE=429.00 WAL WAY PROPOSED WELLHEADji 5. No fill materials containing hazardous materials shall be PROTECTION SIGNAGE used on this site. 24 SD 12SD6. Contact SUB for purchase of Wellhead Protection signage. 12') ':� ora.;«ae"t.'°°. >.:k k'�asv _ ..�� -^' � 3i I SD EXISTING EDGE ci J to IC -3 EXISTING 'i, CONSTRUCTION NOTES: OF PAVING FIRE HYDRANT 1 Location of utilities as shown are approximate. Contractor e J 11 shall have servicing utilities field locate utilities prior to construction. Contractor shall follow all requirements of OAR A EXISTING LTD FACILITY 952-001-0010 through 952-001-0090. One call phone number EXISTING BICYCLE 811. PARKING 2 SPACES2. The contractor shall overex 68.0) cavate all areas where subbase EXISTING PARKING R1W compaction does not meet the required standard specifications, as TOTAL 37 SP determined by field inspection and testing. The contractor shall -7 co� below sub rade lay approved geotextile fabric overexcavate at 6 L and compact granular backfill material. Contractor shall Q) coordinate all inspection and testing with the project geotechnical C N .I professional. al 3. Requests by the contractor for changes to the plans must C'51 vCfl UJM4 be approved by the consulting engineer and the owner before the C) C-5 < CD < U-1 changes are implemented. W to 2 BPA ACCESS UJ 57< 0' CED) 4. The contractor shall employ construction practices which will S O�ENT CREATED VIA EASEMENT M II"- C-4 :Z: UJ PROPOSED FOSSIL minimize the erosion of disturbed ground during the construction INST. #2006-013404 M UJ C:> LU UJ FILTER INSERT activity. The practices shall comply with the Oregon Department 12"SD LANE COUNTY OREGON U) PROPOSED WELLHEAD of Environmental Quality National Pollution Discharge Elimination DEED RECORDS REFER TO SHEET i PROTECTION SIGNAGE C-2.1 System Permit. Pursuant to ORS 468.740 and the Federal Clean ,U56.4' Water Act. 42.1 64.5 5. When performing excavations, the contractor shall comply with the provisions of OAR 952-001-0010 to 952-001-0090, CD F which include requirements that the contractor hand -expose L (pot -hole) underground facilities and use reasonable care to avoid damaging them. 7 '00 6. Provide dust control at all times. EXISTING FIRE HYDRANT 92 ;3 0 rI p. CrD C) LU PROPOSED WUMHUN F\Jf\ x.10 I SYSTEM 21 BICYCLE SPACES 1 GL,12,`project will remain on the job site as required by law. 00 EXISTINGDNAPLs. A copy of the MSDS for all chemicals used on the JY WIREPROPOSED 5' Ui 7 AT GRADE 3 EXISTING rs 3. Chemical handling, storage, and use: Controctors/develope WALKWAY quwLR POOLE -4 shall be responsible for the safe handling and storage of 40.2 24.0' chemicals, petroleum products, and fertilizers and the prevention U) EXISTING of groundwater and storm water runoff contamination. Chemicals SHRUB BEDS EXISTING 10 LJ WALKWAY 24.0 10 -175.2Dow used during construction, including paint and cleaning 8 ' EXISTING the mate SWALE EXISTING 4 materials wastes, must not enter the soil or be washed into PROPOSE EXISTING 09. BUILDING PLANTER storm water system. All chemicals should be stored in adequate ADDITION rn FIRE HYDRANT V) secondary containment. 24.0 EXISTING 20.01 I EXISTING 4. Equipment maintenance and fueling: Precautions must be PLAN from DECIDUOUS PROPOSED WASTE taken to prevent fluid -containing equipment located outside tz Em STORAGE ENCLOSURE leaking, including providing a dedicated area for fueling and >< TREES, REFER TO SHEET C-2.3 main -EXIS ML IT11 maintenance of equipment. This area should be prepared and 4? 61.() *. + +kri+ rnwmn+o c ;Iic nr horilic from mi rnfin EXISTING PARKING GUY WIRE I - r H U VV Uy tj tj Zt) main 1U " U HlCo FKUV tiLIJ 0 TOTAL 51 SP EXISTING BUILDING .................... C Q� 11 9 2_9 U ROAD *4 y to the soil or storm water drainage system. AT RADE FFE=429.00 WAL WAY PROPOSED WELLHEADji 5. No fill materials containing hazardous materials shall be PROTECTION SIGNAGE used on this site. 24 SD 12SD6. Contact SUB for purchase of Wellhead Protection signage. 12') ':� ora.;«ae"t.'°°. >.:k k'�asv _ ..�� -^' � 3i I SD EXISTING EDGE ci J to IC -3 EXISTING 'i, CONSTRUCTION NOTES: OF PAVING FIRE HYDRANT 1 Location of utilities as shown are approximate. Contractor e J 11 shall have servicing utilities field locate utilities prior to construction. Contractor shall follow all requirements of OAR A EXISTING LTD FACILITY 952-001-0010 through 952-001-0090. One call phone number EXISTING BICYCLE 811. PARKING 2 SPACES2. The contractor shall overex 68.0) cavate all areas where subbase EXISTING PARKING R1W compaction does not meet the required standard specifications, as TOTAL 37 SP determined by field inspection and testing. The contractor shall -7 co� below sub rade lay approved geotextile fabric overexcavate at 6 L and compact granular backfill material. Contractor shall Q) coordinate all inspection and testing with the project geotechnical C N .I professional. al 3. Requests by the contractor for changes to the plans must C'51 vCfl UJM4 be approved by the consulting engineer and the owner before the C) C-5 < CD < U-1 changes are implemented. W to 2 BPA ACCESS UJ 57< 0' CED) 4. The contractor shall employ construction practices which will S O�ENT CREATED VIA EASEMENT M II"- C-4 :Z: UJ PROPOSED FOSSIL minimize the erosion of disturbed ground during the construction INST. #2006-013404 M UJ C:> LU UJ FILTER INSERT activity. The practices shall comply with the Oregon Department 12"SD LANE COUNTY OREGON U) PROPOSED WELLHEAD of Environmental Quality National Pollution Discharge Elimination DEED RECORDS REFER TO SHEET i PROTECTION SIGNAGE C-2.1 System Permit. Pursuant to ORS 468.740 and the Federal Clean ,U56.4' Water Act. 42.1 64.5 5. When performing excavations, the contractor shall comply with the provisions of OAR 952-001-0010 to 952-001-0090, CD F which include requirements that the contractor hand -expose L (pot -hole) underground facilities and use reasonable care to avoid damaging them. 7 '00 6. Provide dust control at all times. EXISTING FIRE HYDRANT 92 ;3 0 SHEET S P� M TY r o z- 0001y I Date Received'. C�'2G�Ci SGY i �� p � AUG 13 2012 Final Submittel rI p. FINAL SITE PU�p SHEET S P� M TY r o z- 0001y I Date Received'. C�'2G�Ci SGY i �� p � AUG 13 2012 Final Submittel CIA CD U 130 :Z > __J U w w 0 > 0 En SHEET S P� M TY r o z- 0001y I Date Received'. C�'2G�Ci SGY i �� p � AUG 13 2012 Final Submittel ST CONSTRUCTION NOTES 411. INSTALL FLOGARD FILTER INSERT (MODEL FGP-SD24F) OR EQUIVALENT. < > Ex IF PAVING CONSTRUCTION NOTES 2. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C-2.4. 3. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C-2.4. 15. CONST 3" AC OVER 10" CRUSHED ROCK PER DETAIL. REFER TO SHEET C-2.4. 40. CONST 4" CONCRETE OVER 2" CRUSHED ROCK. 80. SAWCUT AND REMOVE EXISTING AC, AND CURB TO CUT LINE. 81. SAWCUT AND REMOVE EXISTING SIDEWALK TO CUT LINE. 82. ADJUST EXISTING CLEAN OUT COVER TO MATCH NEW AC GRADE. 91. PAINT 4" WIDE STRIPE 'TRAFFIC WHITE. LIGHTING CODES Kj�-B INSTALL OLDCASTLE N09 ELECTRICAL BOX NJG INSTALL (N) NUMBER (G) TYPE THWN WIRES 0 INSTALL SIZE (S) SCHEDULE 40 PVC ELECTRICAL CONDUIT. 400 INSTALL 400W METAL HALIDE FIXTURE ON 30' ROUND STEEL POLE WITH 36" CONCRETE FOUNDATION 5 INTERCEPT EXISTING CONDUIT mom - 0 mwo — 0 omm EXISTING FLOW DIRECTION PROPERTY BOUNDARY PROPOSED FLOW DIRECTION 5=2.00% PROPOSED SLOPE AC ASPHALT ELEVATION AC/CONC. ASPHALT CONCRETE BW BACK OF WALK EX AC EXISTING ASPHALT ELEVATION EX GRATE EXISTING CATCH BASIN C/) GRATE FIRE HYDRANT ELEVATION EX SW EXISTING WASTEWATER SYSTEM EXISTING SIDEWALK ELEVATION. ST CONSTRUCTION NOTES 411. INSTALL FLOGARD FILTER INSERT (MODEL FGP-SD24F) OR EQUIVALENT. < > Ex IF PAVING CONSTRUCTION NOTES 2. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C-2.4. 3. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C-2.4. 15. CONST 3" AC OVER 10" CRUSHED ROCK PER DETAIL. REFER TO SHEET C-2.4. 40. CONST 4" CONCRETE OVER 2" CRUSHED ROCK. 80. SAWCUT AND REMOVE EXISTING AC, AND CURB TO CUT LINE. 81. SAWCUT AND REMOVE EXISTING SIDEWALK TO CUT LINE. 82. ADJUST EXISTING CLEAN OUT COVER TO MATCH NEW AC GRADE. 91. PAINT 4" WIDE STRIPE 'TRAFFIC WHITE. LIGHTING CODES Kj�-B INSTALL OLDCASTLE N09 ELECTRICAL BOX NJG INSTALL (N) NUMBER (G) TYPE THWN WIRES 0 INSTALL SIZE (S) SCHEDULE 40 PVC ELECTRICAL CONDUIT. 400 INSTALL 400W METAL HALIDE FIXTURE ON 30' ROUND STEEL POLE WITH 36" CONCRETE FOUNDATION 5 INTERCEPT EXISTING CONDUIT mom - 0 mwo — 0 omm PROPERTY BOUNDARY UGU — tr EXISTING UNDERGROUND UTILITIES —DW— EXISTING DOMESTIC WATER LINE FL— �i EXISTING FIRE LINE bn C/) EXISTING FIRE HYDRANT @-8"WW— EXISTING WASTEWATER SYSTEM C� EXISTING CLEANOUT g24"SD wz EXISTING STORM DRAINAGE SYSTEM cn00 aw EXISTING CATCH BASIN EXISTING SITE LIGHTING zo PROPOSED SITE LIGHTING SCALE: I 10' 10, 0 10, 20' IIILL�t-nULJ m ry 11 r W � __ � W o W � 6 stww � j}j{j � C) 5 J13 CN4 _ _ _ __ __ _ __ _ _ _ _ _ _ _ _ µ 17 "DW— if O"FL--_ -w- —10 FL— ----I OTL -------------- LLJ c) C 4 3 EXISTING SIDEWALK 1 It 8 426.62 41 1 427.15 EX GRATE 80 81 427.89 TO BE REMOVED EX CURB 35 LF MATCH EX AC MATCH CH EX AC 40 L 40 SF S=1.70% CUT LINE t4O SF S= 1.70% t. n. EXISTING SIDEWALK TO BE REMOVED CUT LINE R=8.0' 3,515 SQ. FT. 15 427.89 00 o6 AP 80 CUT LINE 9 TYP. 81 91 .40 82 a me Q� I c � 80 o 2 41 LF 427.3\4 427.62 427.48 AC/CONC. TAPER LAST 3' OFc":) AC/CONC.1 AC/CONC. C> CURB TO MATCH WALK cl� U-) C-5 cn O >< Lj 428.33 427.58 EX BW BW CUT LINE 81 10 1YP. 3 427.44 BW V I , `I -1i I 427.72 BW I mmmmmw4m + 41 LF 427.89 AC/CONC. 2e TAPER LAST 3OF c, c) MATCH CURB TO MATCH WALK ui uj IX BW V) cl:: uj . .......... MATCH 427.99 EX BW CD CL BW Z 00 P= CN a � FINAL SITE "LAN 4-1 1. 4 201; plannor: f j3 -4--') P � �-� a `� q tr '�� k W • �i O bn C/) 0 � O C� wz cn00 aw o zo C3 -4--') P � �-� a `� q tr '�� k W Ga -4--') cr) �i O C/) � O o C3 4� cn Q) . . . . . . . . . . . . . . . . ;IS Date Rev ri. AU6 13 2U12 Final -Submittall I ,)' ntuipDr-TC" TDI IKIPATCn r)(NKAC7 I U111 MAIN DI Moil 11 WN" 10 IN4,M) I EXISTING PARKING 411 F--4, EXISTING CONCRETE WALKWAY _T 8.00'_S- MIN. 5' X 5' LANDING CURB OfOrN L_A1%J 1 11'4%7 r%V 1 r% SCALE 1`10' PAVING CONSTRUCTION NOTES 15. CONST 3" AC OVER 10" CRUSHED ROCK PER DETAIL. REFER TO SHEET C-2.4. 43. CONST ADA -COMPLIANT RAMP AND LANDING PER DETAIL. 79. SAWCUT AND REMOVE EXISTING AC CUT LINE. 81. SAWCUT AND REMOVE EXISTING SIDEWALK TO CUT LINE. CUT LINE TO BE PLACED WHERE REMOVAL OF EXISTING RAMP MEETS AC GRADE. AISLE & ADA SPACES SHALL BE 2.00% OR LESS SLOPE IN ALL DIRECTIONS. 90. PAINT DISABLED PERSON SPACES AS PER DETAIL. REFER TO SHEET C-2.4. 91. PAINT 4" WIDE STRIPE 'TRAFFIC WHITE'. 102. INSTALL CURRENT ADA -COMPLIANT SIGNAGE ON EXISTING POLES. REFER TO SHEET C-2.4. a$ 0) �1 W 9 Imillft V IN Lim 411. INSTALL FLOGARD FILTER INSERT (MODEL FGP-SD24F) OR EQUIVALENT. f w � 0 � • 0 � PROPERTY BOUNDARY UGU— EXISTING UNDERGROUND UTILITIES (g--24"SD EXISTING STORM DRAINAGE SYSTEM EXISTING SITE LIGHTING COD C/) C/D IN o o � C/) 00.4 as C-5 52 ry -%.. 00 ury Q0 to eP!. cc VZ RE, '111 w <5 1!R Vis; W rHi1 C7 tn I M5 oo 12.4 cn Cn A-4 4.4 w 44 fi Cn o > o 5RJ .................. COD C/) C/D IN o o � C/) 00.4 as C-5 52 ry -%.. 00 ury Q0 to eP!. cc Lu COD C/) C/D IN o o � C/) 00.4 as C-5 52 C-2.1 Date Received: AUG 13 2012 Final 1I.Submit , tat -%.. 00 Cn o > o C-2.1 Date Received: AUG 13 2012 Final 1I.Submit , tat N C/) Nt C14 EXISTING AC PARKING If m >< Ld wil U- U- 11wu-j, (D i 11b U.1 LLJ A EXISTING. 1 LAVE rJ B AfIC OL% C1 �8 1) - 425.75 it EX AC III II 80 �� .426.14 AC 426.33 � (I II AC PROPOSED i 426.00 EX AC 32.00 LANE i) I`t < > 3 LF 425.95 AC R= 15.0' 425.77 MATCH EX AC N 424.83 EX GR/ EXISTING SWALE cn Cr4 EXISTING HC RAMPS F11 425.13 AC 9 TYP. 426.96 \ AC Lo 42 LF N 00% 4800 00 N -c:> C) EXISTING STORM DRAINAGE SYSTEM INSTALL SIZE (S) SCHEDULE 40 PVC ELECTRICAL EXISTING CATCH BASIN 00 \ S=1 INSTALL 40OW METAL HALIDE FIXTURE ON 30' IN.r4OO ROUND STEEL POLE WITH 36" CONCRETE PROPOSED SITE LIGHTING o6 5 INTERCEPT EXISTING CONDUIT GRADING LEGEND W) C.> z bn cn N] 101 7- �I; II 11427.23 i I 426.96 AC R=5.0'--1 427.19 ' R=5.0' Ar --R=3.0' MAIUH tA AU EX GRATE it LEGEND 427.41 AC 14 27.00 ATCH EX AC li II III it PROPERTY BOUNDARY INSTALL OLDCASTLE N09 ELECTRICAL BOX EXISTING FIRE HYDRANT CST)-24"SD EXISTING STORM DRAINAGE SYSTEM INSTALL SIZE (S) SCHEDULE 40 PVC ELECTRICAL EXISTING CATCH BASIN CONDUIT. PROPOSED CATCH BASIN INSTALL 40OW METAL HALIDE FIXTURE ON 30' EXISTING SITE LIGHTING ROUND STEEL POLE WITH 36" CONCRETE PROPOSED SITE LIGHTING 427.41 AC 14 27.00 ATCH EX AC li II III it SCALE- 1 `=20 201 0 201 40' .._ 0P , ........... PAVING CONSTRUCTION NOTES 2. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C-2.4. 3. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C-2.4. 15. CONST 3" AC OVER 10" CRUSHED ROCK PER DETAIL. REFER TO SHEET C-2.4. 40. CONST 4" CONCRETE OVER 2" CRUSHED ROCK. 42. CONST RAMP W/TRUNCATED DOME DETECTABLE SURFACE. REFER TO SHEET C-2.4 FOR CROSS SECTION. 80. SAWCUT AND REMOVE EXISTING AC, AND CURB TO CUT LINE. 90. PAINT DISABLED PERSON SPACE AS PER DETAIL. REFER TO SHEET C-2.4. 91. PAINT 4" WIDE STRIPE 'TRAFFIC WHITE'. 100. INSTALL DISABLED PERSON SIGN AS PER DETAIL. REFER TO SHEET C-2.4. 101. INSTALL DISABLED PERSON W/VAN ACCESSIBLE SIGN AS PER DETAIL. REFER TO SHEET C-2.4. 102. INSTALL CURRENT ADA -COMPLIANT SIGNAGE ON EXISTING POLES. REFER TO SHEET C-2.4. ST CONSTRUCTION NOTES 409. CONNECT TO EXISTING PIPE. 412. CONST CATCH BASIN AS PER DETAIL. 484. CONST 8" STORM DRAIN PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS. LIGHTING CODES JB INSTALL OLDCASTLE N09 ELECTRICAL BOX IN B j '1% INSTALL SIZE (S) SCHEDULE 40 PVC ELECTRICAL CONDUIT. 4�00 INSTALL 40OW METAL HALIDE FIXTURE ON 30' t ROUND STEEL POLE WITH 36" CONCRETE FOUNDATION 5 SCALE- 1 `=20 201 0 201 40' .._ 0P , ........... PAVING CONSTRUCTION NOTES 2. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C-2.4. 3. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C-2.4. 15. CONST 3" AC OVER 10" CRUSHED ROCK PER DETAIL. REFER TO SHEET C-2.4. 40. CONST 4" CONCRETE OVER 2" CRUSHED ROCK. 42. CONST RAMP W/TRUNCATED DOME DETECTABLE SURFACE. REFER TO SHEET C-2.4 FOR CROSS SECTION. 80. SAWCUT AND REMOVE EXISTING AC, AND CURB TO CUT LINE. 90. PAINT DISABLED PERSON SPACE AS PER DETAIL. REFER TO SHEET C-2.4. 91. PAINT 4" WIDE STRIPE 'TRAFFIC WHITE'. 100. INSTALL DISABLED PERSON SIGN AS PER DETAIL. REFER TO SHEET C-2.4. 101. INSTALL DISABLED PERSON W/VAN ACCESSIBLE SIGN AS PER DETAIL. REFER TO SHEET C-2.4. 102. INSTALL CURRENT ADA -COMPLIANT SIGNAGE ON EXISTING POLES. REFER TO SHEET C-2.4. ST CONSTRUCTION NOTES 409. CONNECT TO EXISTING PIPE. 412. CONST CATCH BASIN AS PER DETAIL. 484. CONST 8" STORM DRAIN PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS. LIGHTING CODES JB INSTALL OLDCASTLE N09 ELECTRICAL BOX IN B INSTALL (N) NUMBER (G) TYPE THWN WIRES '1% INSTALL SIZE (S) SCHEDULE 40 PVC ELECTRICAL CONDUIT. 4�00 INSTALL 40OW METAL HALIDE FIXTURE ON 30' t ROUND STEEL POLE WITH 36" CONCRETE FOUNDATION 5 INTERCEPT EXISTING CONDUIT GRADING LEGEND < EXISTING FLOW DIRECTION PROPOSED FLOW DIRECTION S=2.00% PROPOSED SLOPE AC ASPHALT ELEVATION EX AC EXISTING ASPHALT ELEVATION FINAL SITE PLAN EX GRATE EXISTING CATCH BASIN GRATE ELEVATION AU6 11 4 2012 GRATE PROPOSED CATCH BASIN GRATE ELEVATION planner NOTES: 1. EXISTING STORM, WASTEWATER, WATER SYSTEMS AND UTILITIES ARE BASED UPON PDF FILE (Exhibit -A -Shorewood -site -detail -o reas4-com pressed -for-signature201 2-03-27) PROVIDED BY CITY OF SPRINGFIELD AND SITE OBSERVATION. 2. ADA PARKING SPACES SHALL BE CONSTRUCTED WITH SLOPES IN ALL DIRECTIONS AT 2.00% OR LESS. SEE DETAIL SHEET C-2.4. U0, So c > • • bn W) C.> z bn cn U0, So c > SHEET a. -2.2 Date Received: F- AUG 112012 Final Submittale,� 4"PVC 8"ROUND GRATE DRAIN—RITE W/4 - OUTLET CONCRETE PAD SLOPE TO GRATE A% it MATCH TO II EX. AC TRAP--/ 4 -PVC 245 II WASTEWATER 161 LF S=1.00 MIN. 279] SERVICE LINE 41pwW ........... ...................... ENCLOSURE TRAP DRAIN N.T.S. REMOVE & REPLACE 41 X05 SF 105 EX. CURB 226 SF 15T791 oll vo\ pl CSOG PC lcr\ i SCALE 1 =20' 20' 0 20 40' ONG 250 15 LF S=1.00 MIN. F-279 CONNECT TO EXISTING INTERNAL WASTEWATER SYSTEM. REFER TO PLUMBING PLAN SET. T a a 9 16411119 to) 1010 101 to] 91 15. CONST 3" AC OVER 10" CRUSHED ROCK PER DETAIL. REFER TO SHEET C-2.4. 41. CONST 6" CONCRETE OVER 2" CRUSHED ROCK, 79. SAWCUT AND REMOVE EXISTING AC CUT LINE. 105. CONST WASTE STORAGE ENCLOSURE PER DETAIL. 245. CONST. ENCLOSURE TRAP DRAIN PER DETAIL. 250. CONST STD. CLEANOUT WITH CAST IRON LID PER DETAIL. REFER TO SHEET C-2.4. 279. CONST 4" PVC WASTEWATER PIPE, ASTM D3034 SDR 35 WITH RUBBER GASKET JOINTS, •--- mum 1/2" PT PLYWOOD CORRUGATED METAL 6 1 so I /_ ROOFING 0 0 1 " X 8" FASCIA W/GUTTER & ® ® 0 DOWNSPOUT \_ 21) X 121) 5'-9" CHAIN LINK GATE 5-9" CHAIN LINK GATE PT HEADER W/ BROWN VINYL SLATS W/ BROWN VINYL SLATS 15 0_0" FRONT VIEW WASTE STORAGE ENCLOSURE DETAI mkillm - -- 1"X8"--/ FASCIA 2$$ X 12'$ PT HEADER - 1 /2- BOLT 2 3/8" GALV. POST 2" X 6" PT RAFTER 2' O.C. 2 3/8 5-9" CHAIN LINK FENCE GALV. POST MATCH EX. AC GRADE 2% SLOPE TO DRAIN 6" CONCRETE OVER TRAP DRAIN • 2" CRUSHED ROCK PER DETAIL 7' _C SIDE VIEW WASTE STORAGE ENCLOSURE DETAIL N.T.S. I X 8" FASCIA W/GUTTER & DOWNSPOUT 2" X 12" PT HEADER FINAL SITE PLAN AUC DRAIN TO AC pianner 8$) X 18" POST HOLE 2' NEW AC TO MATCH INTO EX. GRADE EX. AC 0� bM Lu gc> C2 bjD 0 0 C) 1-- P-4 r'n � W 0 O bD O � N 4� cc c� � J. iF 1. "K, "K WELLHAED PROTECTION SIGNAGE • rr x. 4. /< < le - x tf > A., •6A A Am* 6" CONCRETE OVER 2" CRUSHED ROCK 15 0_0" FRONT VIEW WASTE STORAGE ENCLOSURE DETAI mkillm - -- 1"X8"--/ FASCIA 2$$ X 12'$ PT HEADER - 1 /2- BOLT 2 3/8" GALV. POST 2" X 6" PT RAFTER 2' O.C. 2 3/8 5-9" CHAIN LINK FENCE GALV. POST MATCH EX. AC GRADE 2% SLOPE TO DRAIN 6" CONCRETE OVER TRAP DRAIN • 2" CRUSHED ROCK PER DETAIL 7' _C SIDE VIEW WASTE STORAGE ENCLOSURE DETAIL N.T.S. I X 8" FASCIA W/GUTTER & DOWNSPOUT 2" X 12" PT HEADER FINAL SITE PLAN AUC DRAIN TO AC pianner 8$) X 18" POST HOLE 2' NEW AC TO MATCH INTO EX. GRADE EX. AC C-2.3 0� bM Lu gc> C2 bjD 0 0 C) 1-- P-4 r'n � W 0 O bD C-2.3 0� Lu .......... cc C-2.3 0� cc 0 C/) � W bD O � N 4� cc c� � C-2.3 TOPSOIL MATERIAL LANDSCAPE AS PER PLANS EXTIRAO CONCRETE CURB Cws 5000 - 112" CONCRETE. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL BEFORE APPLYING EPDXY. SURFACE AS PER PLANS 6 r 6" 3 .- 7 -/-/ 7,7-/ 7 7 7 7 7 77 71 7 7 71 3.5" CD k NOTE: WHEEL STOP IS TO BE 6" IN WIDTH 2" GALVANIZED CAP 12 X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL 2" ROUND GALVANIZED POST THREADED ON ONE END 2" GALVANIZED COUPLER SET IN CONCRETE 18" CONCRETE N.T.S. N.T.S. SURFACE AS PER PLANS SEDIMENT TRAP W/HINGED LID ELEVATION EXTRUDED CONCRETE WHEEL STOP PER PLAN CLASS 3000 — 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND FREE FROM FOREIGN MATERIAL BEFORE APPLYING EPDXY. 2" GALVANIZED CAP VAN-ACMIBLE 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL 2" ROUND GALVANIZED POST THREADED ON ONE END 2" GALVANIZED COUPI ER SET IN CONCRETE SURFACE PER PLAN 18" CONCRETE 2" ROUND-----' GALVANIZED POST THREADED ON ONE END POLE MOUNTED ADA W/VAN ACCESSIBLE SIGN DETAIL N.T.S. BIKE PROOF, HEAVY DUTY TRAFFIC GRATE TO SUPPORT AASHTO H25 LOADS 12 MIN 24" SQUARE 10 GA. STEEL CATCH BASIN WITH 24" SUMP. ASPHALT COATED INSIDE AND OUT. 24 MIN. PROVIDE SMOOTH LEVEL COMPACTED CRUSHED ROCK FOR BASE OF CATCH BASIN STRUCTURE CATCH BASIN DETAIL N.T.S. NOTE: SECTION TO BE POURED _\ SO THAT A MINIMUM COVER OF 4 EXISTS ON ALL SURFACES OF PIPE. 4"MIN WIN .... %'. —5.0 5.0 . . . . . . . . ............... . S,8.00% v S=2.00%. EXISTING AC S=1.50% 0 CONCRETE WALK PER PLAN TRUNCATED DOME DETECTABLE SURFACE STANDARD STEEL FRAME & COVER —MECHANICAL PLUG • "MIN PIPE TYPE AND SIZE AS PER PLANS. EXTRA LENGTH TO EXTEND BELL BEYOND CONCRETE CLEAN OUT DETAIL N.T.S. 4" WHITE PAVEMENT STENCIL VHITE BORDER MECHANICAL PLUG KEYED NOTES A 3" ASPHALT PAVING - 3" C MIX SINGLE LIFT !�,�� /\ ,/'�\�,��/\%��%,/�i,�� \ 10" (MIN.) CLEAN, GRADED AND COMPACTED STONE (NO SLAG). WELL—DRAINED SUB—GRADE TO BE APPROVED BY GEOTECHNICAL PROFESSIONAL. NOTE: SUBGRADE TO BE PROOF ROLLED PRIOR TO PLACING CRUSHED ROCK. ALL AREAS WHERE SUBBASE COMPACTION DOES NOT MEET GEOTECHNICAL PROFESSIONAL SPECIFICATIONS SHALL BE OVEREXCAVATED AT 6" BELOW SUBGRADE. APPROVED GEOTEXTILE FABRIC (LINA GTF OR EQUIVALENT) SHALL BE PLACED ON SUBGRADE AND BACKFILLED WITH CRUSHED ROCK. DISABLED PERSON SIGN PER PLAN N.T.S. 60" MIN, 96" MIN. FOR VAN 9 ACCESSIBLE LOADING) TE STRIPE NOTE: CONTRACTOR SHALL INSURE THAT SPACES DO NOT EXCEED A SLOPE OF 2% IN ANY FINAL SITE PLAN DIRECTION AUG 14 201 planner: DISABLED PERSON PARKING DETAIL N.T.S. cr.) rmm=9 . . ....... C/) o cmo Q � O � W � d cam) C4 <5 cn I o Z Ic— bjD c, o, 00 en c'n P-4 W-4 co con C42 V_ C) 66 cr.) rmm=9 . . ....... C/) o cmo Q � O � W � d cam) C4 cr.) rmm=9 . . ....... C/) Q � O � � � d cam) C4 CN Ic— C42 V_ C) C4 CN Ic— V_ C) c) V) 00 0 LLJ z 0 > C) co In. 1. Prior to any ground disturbance on the site one inspection with LDAP staff is required. Issuance of this plan does not relieve the permit holder and or the contractor from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. 2. The erosion and sediment control measures shown on the plan are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment -laden water does not leave the site. 3. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation / landscaping is established. 4. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to construction. Duriing the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the permit holder and or the contractor for the duration of construction. 5. The erosion and sediment control measures on active sites shall be inspected and maintained daily and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. Measures shall be inspected by the permit holder and or the contractor after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. The erosion and sediment control measures on inactive sites shall be inspected a minimum of once every two (2) weeks or within 48 hours following a storm event. 6. All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain in place until permanent re—vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately. 7. Any areas of exposed soils, includinq roadway enbankments, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September 30) shall be immediately stabilized with an approved ESC method (seeding & mulching with straw, bark, compost, or plastic covering, etc.). 8. Street sweeping shall be performed as needed or when directed by the City inspector to ensure public right—of—ways are kept clean and free of debris. Street flushing is prohibited. 9. When trucking saturated soils from the site, either water—tight trucks shall be used or loads shall be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the storm water system 10. Extracted ground water from excavated trenches shall be disposed of in a suitable manner without damage to adjacent property, City's storm water system, water features, and related natural resources. Approval of a dewatering system does not guarantee that it will meet compliance or be acceptable for use in all situations. Modifications to the dewateriing system will be required if compliance can not be met. At no time will sediment laden water be allowed to leave the construction site. , 11. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions shall be maintained at all times on the construction site. 12. No hazardous substances, such as paints, thinners, fuels and other chemicals shall be released onto the site, adjacent properties, or into water features, the City's storm water system, or related natural resources. 13. The ESC facilities shall be inspected daily be the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (Mayl to September 30). S - 0 0 0 - *0 t�� i:0 1 6 F E3 a M In Ail UP M M IN A,11"All, It Nil` kU 7 "n ,3�4� WE, q CD CONSTRUCTION NOTES VICINITY MAP 176. CONST SEDIMENTATION CONTROL SILT FENCING PER DETAIL. NTS 177. INSTALL BIO -BAGS AT CATCH BASIN OPENING, PLACE BALES AS PER DETAIL. 178. CONSTRUCT CONCRETE WASHOUT AREA. 2=1 EXISTING CATCH BASIN AND OR CHANNEL DRAIN PROPOSED CATCH BASIN EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN L r 177 177 J, J --,.1'_J-] LI -F 177 177 Ole VaSTING BUILDING f f /f 178 fiIf 0 40 SUPPORT POST 10' O.C. 2 it x 2% 5' DOUGLAS FIR OR APPROVED EQUAL. INSURE POST IS STABLE AND CAN SUPPORT FENCE. STAKE PLASTIC @1' O.C.- TO GROUND TO ENCLOSE WASHOUT NOTE: WASHOUT SHALL BE CLEANED AND REPAIRED AS NECESSARY TO PROTECT AGAINST SPILLS AND LEAKS. SAND BAGS STACKED 2' HIGH. LINE WASHOI WITH THREE LAYERS MI 10 MIL. PLASTIC TO COMPLETELY ENCLOSE WASHOUT THREE LAYERS MIN. 10 MIL. PLASTIC C-4 &A A DISTURBED GROUND DUE TO ONSITE CONSTRUCTION. OF FABRIC WITH BACKFILL BOTTOM 6 NATIVE TOPSOIL. MINIMIZE DISTURBANCE OF SILT DURING REMOVAL OF FENCE. NTS CATCH BASW OR AREA Dik,W NEU yam -lain ION 0 NTS C) 4� Ilk as Eli 0 C/) as 'R_ 0 cl;� co co CW0 Uj bD 48 0 �3 RR Z W &_ Cn a. o? mw,. C) 4� Ilk as Eli 0 C/) as 'R_ 0 cl;� co co CW0 Uj C) 4� Ilk as Eli 0 C/) as 'R_ 0 cl;�