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HomeMy WebLinkAboutPermit Building 2019-07-18SPRINGFIELD 0 �_.. _w OREGON Web Address: www.springfield-or.gov Building Permit Commercial Structural Permit Number: 811-19-001662-STR IVR Number: 811055521196 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov Permit Issued: July 18, 2019 TYPE OF WORK Category of Construction: Commercial Type of Work: Replacement Submitted Job Value: $120,000.00 Description of Work: Paving an existing parking lot ]OB SITE INFORMATION Worksite Address Parcel Owner: WAYPOINT COMMUNITY 332 58TH ST 1702331406601 CHURCH Springfield, OR 97478 Address: 332 58TH ST SPRINGFIELD, OR 97478 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone GREENSUNS INC - Primary CCB 31366 541-933-1020 PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Com Pending 1999 Final Building Struct Com Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811055521196 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be compiled with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 7/18/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD k % _ y E < k § E E 3 I- E E c CD U m 2 � ■ ) a. IL ®tpG& a o m @ k \kNcn( Din Co Cl! $ �§w 2% £ �)\\/ �a 0_2 _ c ® r N = ol O in E ( k » S / { CL M\ \ / 4D� _ / / \ CD co co � \ � It �0 k CDCD CL 0 8$ CD § E CO)2 qf d " @ c I .. V 2 � � ■ O o 2 m to 2 CD V 2CD CL U- » @ d co � � m � a \ E f k § cm io ka) } ck �a r °w o E « $ � 20 � 2 k 2 O ■ 2 a E L) o m « e � ƒ cm E § w w \ C % 0 0 L 0 / § -j_p of 77 a 22 V 10 z E { ° .- (D c_ o 2% too 2 /m §f k - ek R R k % _ y E < k § E E 3 I- E E c CD U m 2 � ■ ) a. IL Structural Permit Application SPRINGFIELD CITY OF 1 OREGONK—OREGON 225 Fifth Street + Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 DEPARTMENT USE ONLY Permit no.: 19 — 02- Date: "7 This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. LOCAL GOVERNMENT APPROVAL This project has final land -use approval. Signature: Date: Date: This project has DEQ approval, Signature: Zoning approval verified: ❑ Yes ❑ No Property is within flood plain. ❑ Yes ❑ No CATEGORY OF CONSTRUCTION ❑ Residential FID -Government Commercial JOB SITE INFORMATION AND LOCATION Job site address: 3-2_ b L City: c - State: t„nt:f ZIP: -7y Subdivision: I I Lot no.: Reference: I-1• c2Taxlot: PROPERTY OWNER Name: Address: 1�� City: State: ( ZIP..q? Phone: LJ ) D Fax: - - E-mail: ti"A L (? t Building Owner or Owner's agent authorizing this plication: Sign here: r, ❑ This installation is being made on residential or faun property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: r Address: N bak '] 101 , City: State:()V- I ZIP: W, Phone:Syl -Q'5 -102_0 Fax: - - E-mail: CCB license no.:3 /3 (Ao Print name: Signature: A 0 Mechanical FEE SCHEDULE 1. Valuation information (a) Job description: Ui­�' Occupancy Construction type: Square feet: Cost per square foot: Other information: Type of. Heat: Energy Path: ❑ new ❑alteration ❑ addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: 2. Building fees $ l (a) Permit fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per hour) $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): S (e) Subtotal of fees above (2a through 2d): 5 3. Plan review fees (a) Plan review (65% x permit fee [2a)): $ (b) Fire and life safety (65% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): $ 4. Miscellaneous fees (a) Seismic fee, 1% (.01 x permit fee (2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ DOTAL fees and surcharges (2e+3c+4a+b): $ 112-10S 5llti-GUN IRAGTOR INFORMATIONSS SSS Name CCB License # Phone- Electrical �r4 1-3t1ti � i r � JJ�r� � 'r(�-e� C�u�-,� . ''�1 Plumbing ` in S,pe�-0>,' I Last edited 5-5-2019 Bones 09 Ir FORT PARK PARKING LOT RECONSTRUCTION SPRINGFIELD, OREGON VICINITY MAP PROJECT SITE REVISIONS ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE WEBSITE MAPPING SERVICES, THE EXISTING SOIL _E I5 PREDOMINANTLY COBURG—URBAN LAND COMPLEX (NRCS SOIL 032), WITH A PORTION OF SALEM—URBAN LAND COMPLEX IN THE NORTH WEST CORNER Of THE SITE (NRCS SOIL 1119) SHEETINDEX CO.00 COVER SHEET I EXISTING CON MONS CI.CI DEMOLITION PLAN C1.50 EROSION CONTROL PLAN C1.51 EROSION CONTROL NOTES k DETAILS C200 SITE PLAN C3.00 SITE LAYOUT AND GRADING PLAN C4.00 SITE DETAILS C4.01 SITE DETAILS S y NOT FOR CONS-.CTION Drawn by SPD Date: 10.23.18 Scale: AS SHOWN SHEET NO: CO -00 co U � O O a .o � o J OWNER (z WAYPOiNT COMMUNITY CHURCH 332 58TH STREET t SPRINGFIELD, OREGON 97478 CC) L�t ALANE PARK AND RECREATION DISTRICT c V O 25 S. 32 nd STREET 250 S. ^ 0 IE SPRINGFIELD, OREGON 97478 LL M 541 7364049 SITE DATA LOCATION a WILLIAM S. FORT PARK/WAYPOINT COMMUNITY CHURCH 300/332 58th STREET SPRINGFIELD,OREGON 97478 TAX MAP: 17-02-33-14 TAX LOT: 6501, 6606. 6607 SITE TABULATIONS PROJECT SITE = 0.51 ACRES TOTAL AREA OF DISTURBANCE = 0.47 ACRES EXISTING CONDITIONS THE EXISTING SITE IS A GRAVEL PARKING LOT, SURROUNDED BY LANDSCAPING, SIDEWALKS AND BUILDINGS. L PROPOSED CONDITIONS N THE GRAVEL PARKING LOT WILL BE RE—GRADED AND PAVED WITH NEW ASPHALT SURFACE. SOME NEW SIDEWALKS AND CONCRETE PADS FOR A.D.A. Q PARKING AREAS WILL BE INSTALLED. ' ` v SOIL TYPES ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE WEBSITE MAPPING SERVICES, THE EXISTING SOIL _E I5 PREDOMINANTLY COBURG—URBAN LAND COMPLEX (NRCS SOIL 032), WITH A PORTION OF SALEM—URBAN LAND COMPLEX IN THE NORTH WEST CORNER Of THE SITE (NRCS SOIL 1119) SHEETINDEX CO.00 COVER SHEET I EXISTING CON MONS CI.CI DEMOLITION PLAN C1.50 EROSION CONTROL PLAN C1.51 EROSION CONTROL NOTES k DETAILS C200 SITE PLAN C3.00 SITE LAYOUT AND GRADING PLAN C4.00 SITE DETAILS C4.01 SITE DETAILS S y NOT FOR CONS-.CTION Drawn by SPD Date: 10.23.18 Scale: AS SHOWN SHEET NO: CO -00 I r TAX MAR17-02-33-14 TAX LOT. 6601 R 6006 j copyright Fi 2017 Branch Engineering, Inc. Gy\ T• 4 W w v • W !l",T � W \°hry4G� Xh\0.W W Xh\79 yh\.y1 �i1j 1' b .v W 4' CHAINY-� \1: [� ti �ra\• 'j1� ry7� STORM GRAIN��� PATIO PAVERS h\0.' h W W J' • X w q J' X LINK FENCE h ,,p \5 \y. WEEPS i0 GRAVEL \� \"4~' rC' y h t W W W y Y PARKING L07 \ P 1 AOA SIGNS — 84 CONC WOODEN RAMP y, //�.y) 512 :_ CyyAJy W_i W W W 'Y W W v Y W.� Go,[,„ 5t27 y,5 �,oy 'r�' - I�, • `r� a °o e e W y\3' 5 y\ry� I .. tiGRg. _ hip X . , W •� �1 � lh\°. h`" _"� G- g\0.�� .Yy 0.> —Jh0.\ \0.\hYS, 4 CHAIN LINK CE _ h\'S• OVEBUJRHANG '- cl' \ g �p t' _ . OVERHANGSTOPS'MEN ION PRIVATE PARKING I �ry� END 70 ENO l k\ .. ^� FROGGYS TOWING y\ 4' CHAIN \0...Q' 541 747-13.55 LINK FENCE Ij( X G� X V� X 1' X G� X WW MH I X NO THS PARKING. X _RIM 51240 - ALLOWED INSIDE 0R JII 6 FL (N)-505.78 II I t�Sla�T... OUTSIDE OF GUE KW70RS WILL BE u' 8 FL (E)=505.56 r.--S'FL(W)=505.27 I _..I -4' CHAILICK FENCE / \h. p \91G N h GATE 5',,4'yry y\ry 10 ry,5yy 114 . :1- G f_ _-G \1 .r-� _ �• _ -. �ry 514 0y 512_ b\\ 6\ S` y\ \7',(YT \�•Q'._G_ -G_-� -G t��'S. ,..' -\.y. �y \ Jo- -' N89'46'IOY/ 29610.. 4 ` 7Z20 ww - 6• `-�sD- ---50-�'�l--zz` SO -50'- sD -- Sp_ -27 SD-7wSap' � e�.•5• ' 2t'SJr SDw�- hF'L: X512- y\1'' 6027 -SO ®R• - 7\. h\ry fE1 .S�_ E_ _E_ - E_-.� E--- _E --E y�r'_F_e`�E 4' CHAIN- LINK FENCE R:r E-E-E_E-_�G -E - i+ gyp,, 4 1,•1,0 4 4�' b ry0 4' CHAIN 0.ry PO' 664 X CHAIN LINK FENCE hry1h h\ h\ry LINK FENCE h\ry PROPERTY LINE RIM=511.51 h\y WATER MEDT 27' FL (W)=505.01 CURB 27' FL (E)=505.01 TOP FACE OF CURB ELEVATION LEGEND VERTICAL DATUM. NAVD88 PROPERTY LINE lK4 WATER MEDT CITY OF SPRINGFIELD BENCH MARK 169 BEING A (ANE COUMY BRASS CAP CURB CONCRETE TOP FACE OF CURB ELEVATION Dd VALVE 74 B I. SE 7295 scm�-sccc EDGE OF ASPHALT [AWN/LANDSCAPE "y1�UT eox NAV0 6DLC ELEVATION- 5STAMPED FENCE AREA ® SIGN NOTES D GRAVEL AREA \ry00 TOP OF CONCRETE ELEVAPON ® GAS VALVE I. THIS DOESNOT CONSTRUE A BOUNQARY SURVEY AND IS SUBJECT 7D ANY —514— CONTOUR LINE :h GROUND ELEVATION 3D STORM DRAIN MANHOLE IN4CCUR4CIES A SUBSEQUENT SURVEY MAY DISCLOSE. - -G-- - CAS PIPE LINE x50. --5TM-- STORM WATER LINE BUILDING ® TRANSFORMER ® WASTEWATER MWHOLE 2. LOCATIONS GF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILIDES LOCATED ABOVE GROUND, AND IITI fIIY --S4N-- SANITARY SEWER LINE 0 ELECTRICAL BOK ® CATCH PASLN LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND OBLIDES. - may- - - WATER LINE i f D ELECTRIC METER CURB INLET -E DECIDUOUS TREE FVA HVAC UNI ® UNKNOWN UDLITY VAULT 3. ALL DUANCES SHOWN ARE IN FEET. ELECTRICAL NINE EL BUILDING SUPPORT POST - -Oh'W- - OVERHEAD WIRES ® OAS METER O S DOWNSPOUT 4. CONTOUR INTERVAL = 1.0 FOOT G WHEEL STOP 0 SURVEY MONUMENT o BOLLARD I N i GRAPHIC SCALE 20 0 10 20 40 I .... 'i Fi PEET i Mranch HAINEERING-- Since 1977 civil • transportation structural• geotechnical Springfield OR 97477 p: 541.746.0637 www.Branch Engineering.com Springfield OR I Albany OR REGISTERED PROFESSIONAL LAND SURVEYOR PRELIMINARY NOT FOR CONSTRUCTION OREGON MAY 12, 2011 DANIEL ADAM NELSON 84832PIS EXPIRES- December 31. 2018 project title: Z Ce O O LL >- W ,.u1 Lu Ce D Ce LA Ica LA Z� O F CL ZW Z O u L7 < o zQa� j Lu LA 00 �J��z /\ ILL O^l Ce CL L LI LL m l drawn by: JLB desig er: lDAN tXIJ I IMI CONDITIONS 1 _ � A�— O'L r- o�—o_� r_3 a m 05 x A 7A V v \vvv,vy��y���\v`vv v v�\ v1 \\ vwA� vAv 1�!vvv v v vy� �w�wvv�w�vA`V�� 3 \�. �w ���w�\ 1 ��,��AvA�y- \ J� ?H< v v \�� V V v A \� A ` V �\ V vA v \V AA �A A• . \v `�\ V A •�-� �7 � �M \ \ 5 \ \ 1 A\ \ v \ v v A\ A%,. A VA V\A. �V A V ` �, A�VA \ v vV v A Vvv A .. A v v� \ v\ \, Vy A ,� A�,�� v �. A V�`V A�� A A\ �\ vA \� vA�VA \V� y A v \\ �w � A y M AAv yA,\ �A \AA� �`v `VA�AA\V� \yVV � \V \ v v A V A\ V�\ �AV AV� \ V A A\ vv VA� VVI � VAA V�� w. A v.V V�A v vV���vv A \ v V AV V Ay v v A .v A \ V' v A v . VAS. A VA' VAV `�� A��,vA ' vAVvyA�A .\A\V�V� \\ \\\\ N\ \\ \\ \\ 1, \\ \\\ \\\\\ \:\ \\\ \\�\ \ \\ \\ \ \\ \ �ywA �� �V�A \A \vv. \SVA VA. VAS �y y v� \� VA A A�\V � �\. v V.. V A V A\\ y� �y y\S\` AA VA\A \ `� A\ v. A \\ \\ im ` \ \ \• `\\ \\ \ \,\\\~\ \'\ \\ �� 4\\ yA� A ,J Rim 9 0 10' 20' Demolition Plan HORIZONTAL Legend: AREA OF EXISTING GRAVEL PARKING LOT TO BE RE -GRADED AND RE -SURFACED. EXISTING SURFACE TO BE REMOVED TO EXTENT AND DEPTH FOR INSTALLATION OF SITE IMPROVEMENTS. MINIMUM EXTENT OF TEMPORARY G' CHAIN LINK FENCE WITH LOCKABLE VEHICLE GATES, SEE SPECIFICATIONS. © LIMIT OF WORK Keynotes: 1. REMOVE EXISTING DRAIN AND INSTALL NEW DRAIN PER SITE PLAN. PROTECT FROM DEBRIS DURING CONSTRUCTION - SEE EROSION AND SEDIMENT CONTROL PLAN. 1, REMOVE ALL DEBRIS AND ROCK ABOVE EXISTING CONCRETE GUTTER. NEW FINISHED GRADE OF PARKING LOT ASPHALT TO BE GRADED TO THIS EDGE. 3, REMOVE ALL EXISTING PARKING BUMPERS AND DISPOSE OFF SITE. 4, REMOVE PORTION OF FENCE AS REQUIRED FOR INSTALLATION OF NEW SIDEWALK. REINSTALL IN LOCATION SHOWN ON SITE PLAN. 5. REMOVE EXISTING CHAINUNK FENCE AND POSTS. 6. ADJUST LOCATION OF A.D.A. PARKING SIGNS AS REQUIRED. SEE SITE PLAN. ADD SIGNAGE TO INDICATE VAN ACCESSIBLE PARKING. 7. REGRADE AND RECONSTRUCT EXISTING GRAVEL PARKING LOT TO ACHIEVE GRADES FOR ASPHALT INSTALLATION AS SHOWN ON GRADING AND DRAINAGE PLAN. 8. ADJUST IRRIGATION LATERALS AND HEADS AS REQUIRED TO ACCOMMODATE NEW PARKING LOT IMPROVEMENTS AT THIS EDGE. 9.TEMPORARY CHAINUNK FENCE LOCATIONS. 10. REMOVE EXISTING SURFACE MATERIAL TO EXTENT AND DEPTH NECESSARY FOR INSTALLATION OF SITE IMPROVEMENTS REVISIONS U) C i N 0 1 U Q L +-� ECL c \\ 0 cn (z p, -- \ Cn LO L(7 \v� cz c) Al \ v. Cd o I _ O ^E W Drown by SPD Dote: 1023.18 Scale: AS SHOWN SHEET N0: C 1.O 1 +�+ + + + + + T \++ + + + -- _ _ li _ _ ,r+ VAN O O O B ++ _ - ���--� �-� -— — — —+� _f..t�� 1 '+�+'++ +++T � .....�-»�• �"--L�"'�rr.� -y�..r � ter+ 7 0 10' Erosion and Sediment Control Plan HORIZONTAL Legend LIMIT OF WORK STRAW WATTLE ® AREA GRADED PARKINGG LOT OT DROP INLET INSERT 1 � Keynotes: ,/-0 1. STABILIZED CONSTRUCTION ENTRANCE PER DETAIL 1/L1.51. 2. STORM DRAIN INLET. INSTALL CATCH BASIN INSERT AND 8I0 BAGS PER DETAIL 2/L1.51.3. INSTALL STRAW WATTLES PER DETAIL 4/C1.51 4. CONCRETE WASH OUT AREA PER DETAIL 3/C1.51. EXACT LOCATION TO BE DETERMINED BY SITE CONDITIONS AND CONSTRUCTION OPERATIONS 5. APPROXIMATE AREA FOR STAGING. EXACT LOCATION TO BE DETERMINED BY SITE CONDITIONS AND CONSTRUCTION OPERATIONS 6, APPROXIMATE AREA FOR STOCKPILING. EXACT LOCATION TO BE DETERMINED BY SITE CONDITIONS AND CONSTRUCTION OPERATIONS. 7, PROJECT BOUNDARY AND LIMITS OF DISTURBANCE. Erosion Control Notes 1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WTH LDAP STAFF IS REQUIRED. 2. 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. 3. 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. 4. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADINS 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. 5. THEBOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING 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. 6. 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 46 HOURS FOLLOWING A STORM EVENT. T 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. & ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, 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 IMMED+ATELY STABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING WTH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ECT.). 9. 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. 10. MEN 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. 11. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITYS 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 DEWATERING SYSTEM WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE. 12. 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. 13. 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 NATUR& RESOURCES. 14. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY 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 RENEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). General Notes: PROJECT SITE = 0.51 ACRES • TOTAL AREA OF DISTURBANCE = 0.47 ACRES ACCORDING TO THE NATURAL RESOURCES CONSERVATION SHRCE WEBSITE MAPPING SERVICES, THE EXISTING SOIL TYPE 15 PREDOMINANTLY COBURG-URBAN LAND COMPLEX (NRCS SOIL #32), WITH A PORTION OF SALEM -URBAN LANG COMPLEX IN THE NORTH WEST CORNER OF THE SITE (NRCS SOIL .#119) 11 REVISIONS II U U 0 0- (z J Q c 00 0 W Drawn by SPD Date: 10.23.1 B SHEET NO: 00 rn O 0) IE Q vJ C) a� r� 00 L() O O M C1.50 K lw 20' MIN, 10' MIN. _ EXISTING PAVEMENT STING PLAN VIEW ' 1 D' 20' MIN. EXISTING 2"-B" DIAMETER FOR BASE LAYER. jj"J� 2. LENGTH -AS REQUIRED, BUT NOT LESS THAN 20 FEET. - PAVEMENT 3. THICKNESS -NOT LE55 THAN 8 INCHES. 4. WIDTH -20 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS .A OCCURS. 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. . MOUNTABLE BERM ' FILTER CLOTH J 8" MIN. PERMITTED. WASHOUT (OPTIONAL) FLOWING OF SEDIMENT ONTOPUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH PROFILE ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANO/DR CLEANOUT OF ANY MEASURES LSLf TO A VARIES TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY \ EXISTING GROUND 8. WASHING -WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND J WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEMCE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 0' 4' MIN. 20' MIN, 10' MIN. _ EXISTING PAVEMENT STING PLAN VIEW ' 1 D' CONSTRUCTION SPECIFICATIONS 1. STONE SIZE -USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT FOR TOP LAYER, 2"-B" DIAMETER FOR BASE LAYER. jj"J� 2. LENGTH -AS REQUIRED, BUT NOT LESS THAN 20 FEET. 3. THICKNESS -NOT LE55 THAN 8 INCHES. 4. WIDTH -20 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. . 6. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. WASHOUT 7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOPUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANO/DR CLEANOUT OF ANY MEASURES LSLf TO A VARIES TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING -WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEMCE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. (MIN.) PLASTIC LINER &!Iab*,,I,zed Construction Entance ALE: S SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE WATTLES O• = I h I \\ 1"0" STAKE OR REBAR STRAW WATTLES MUST BE PLACED 20. 30 ALONG SLOPE CONTOURS STRAW WATTLES TIGHTLY ABUT NOTES: 1. STRAW WATTLES ARE TUBES MADE FROM STRAW BOUND W/ PLASTIC NETTING. THEY ARE APPROXIMATELY B" CIA. AND 20'-0" TO 30'-G" LONG. 2. STRAW WATTLES TRAP SEDIMENT AND REDUCE SHEET & RILL EROSION BY REDUCING SLOPE GRADIENT, INCREASING INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. 3. STRAW WATTLE INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE WATTLE IN A TRENCH, 3"-5" DEEP. DUG ON CONTOUR, RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE. 4�y!liraW WattlesALE NTS TRAPPED SEDIMENT -\ PLAN VIEW _�- DRAIN INLET 2/3 D �FL- FINISHED GRADE, PER PLANS SECTION VIEW SEDIMENT BARRIER INSERT DRAIN INLET COMPACTED SUBGRADE NOTES: 1. INSPECT PERIODICALLY AND REPAIR/REPLACE AS REQUIRED. 2, REMOVE SEDIMENT ACCUMULATIONS WHEN FILTER CAPACITY IS IMPAIRED. 3. OTHER METHODS OF INLET PROTECTION MAY BE APPROVED UPON RENEW BY THE PLAN PREPARER. Inlet Protection SCALE: NTS VARIES 5' (TYP.) n ill 11 '1Ii I:. NOTES 1. DIMENSIONS VARY. CONTRACTOR SHALL SIZE BASIN APPROPRIATELY. 3 Concrete Washout Detail SCALE: NTS 11 REVISIONS II 00 a� U O 0 U Q °' E � Q O 0 U) crs J L Do cz O O co C ^ W E cn `N c� V) a) _00 `V O CC 0 0 0 L W Drawn 1, SPD Oate: 70.23.18 SHEET NO: Cl .51 jj"J� POST Sl— �CONCRETE WASHOUT A VARIES (MIN.) PLASTIC LINER NOTES 1. DIMENSIONS VARY. CONTRACTOR SHALL SIZE BASIN APPROPRIATELY. 3 Concrete Washout Detail SCALE: NTS 11 REVISIONS II 00 a� U O 0 U Q °' E � Q O 0 U) crs J L Do cz O O co C ^ W E cn `N c� V) a) _00 `V O CC 0 0 0 L W Drawn 1, SPD Oate: 70.23.18 SHEET NO: Cl .51 M t fin- + jI + + + + _ + + + + \ + 1 +'+, + .: ,+ _ ++ I 0/02A-1, YEA N 0 10' 20' ITSite Plan HORIZONTAL SCALE: 1" = 10'-0" Legend Keynotes: ' `" 1. AREA OF EXISTING GRAVEL PARKING LOT TD BE REGRADED AND PAVED. SEE DETAIL 3/C4.00. 2. 6' LENGTH CONCRETE PARKING BUMPER, FROM ADVANTAGE PRECAST, KEIZER, OREGON, OR EOUAL. 1-503-390-2048. SECURE WITH 24" LONG, N0. 5 REBAR WITH POINTED TIP AND WELDED 1-1/2" DIAMETER WELDED WASHER CAP. CENTER ON PARKING STALL. 3. PARKING STALL LAYOUT. SEE DETAIL 6/C4.00. 4. 4" DEPTH CONCRETE FLATWORK. SEE DETAIL 1&2/C4.00. 5. CURB AND GUTTER. SEE DETAIL 5/C4.00. 5. PEDESTRIAN RAMP TYPE I. SEE DETAIL 4/C4.00. 7. REMOVE ALL MOSS FROM EXISTING SIDEWALKS, CURBS AND GUTTERS AND PRESSURE WASH. S. ADA DRIVE AISLE. SEE DETAIL 6/C4.DO. 9. ADA SIGNAGE. INLCUDE CONCRETE APRON WHERE SHOO ON PLANS. REPLACE EXISTING POSTS. SEE DETAIL B/C4,Do' 10. RELOCATE EXISTING FENCE AND POSTS AS REQUIRED TO ACCOMMODATE NEW SIDEWALK. 11. ADJUST HEIGHT OF EXISTING MANHOLE AS REQUIRED TO ACCOMMODATE NEW GRADES. 12. PEDESTRIAN RAMP TYPE2. SEE DETAIL 7/C4.00. 13. PAVED PEDESTRIAN PATHWAY. SEE DETAIL 3/C4.00, 14. NEW 24" SOU ARE CATCH BASIN WITH FILTER PER GIBSON DWG Fi, OR EQUAL. SEE DETAIL i/C4.01. 15. BARD. MODEL NO. 2190 DOMED TOP METAL BOLLARD, REMOVABLE, BY TIMBERFORM (1-800-547-1940). POWDER COAT: BLACK. INSTALL TO MANUFACTURERS SPECIFICATIONS. REMOVE AND REPLACE SURROUNDING CONCRETE AS REQUIRED TO PROVIDE FULLY FUNCTIONING DOLLARD. 16. PROVDE STRIPE TO SEPARATE PARKING AND WALKING AREAS. 17. OVERFLOW PIPE TO WEEPHOLE AS REWIRED. 18, GRASSY SWALE PER CITY OF EUGENE 2014 STORMWATER MANAGEMENT MANUAL. (5'X92' = 46CSF) 0.06 SIZING FACTOR ON 4,814 SF OF IMPERMDUS AREA, 288SF REQUIRED. SEE DETAIL 2/C4,01. 19. VERIFY CROSS SLOPE OF ADJACENT SIDEWALK MEETS ADA REQUIREMENTS – MAXIMUM 2R. 20 FILTER STRIP PER CITY OF EUGENE 2014 STORMWATER MANAGEMENT MANUAL. (9'X80 = 720SF TREATMENT WITH 0.2 SIZING FACTOR ON 3,308 SF OF ADDED IMPERVIOUS AREA). SEE DETA1. 3/C4-01. REVISIONS CID 61 L a O 0 U ? ,~ E c_ Q O 0 Cn Q CIO J � CM U) � r LO (IO o CD m CL N U) Drawn by SPD Date: 10.23.18 Scale: AS SHOWN SHEET NO: C2.00 AREA OF RE–GRADED/ RE–SURFACED PARKING LOT SEEDED AREA. SEE GRASSY *�** SWALE AND FILTER STRIP DETAILS. FT-1 PROPOSED CONTOUR GRADE BREAK PROPOSED CONCRETE FLATWORK PARKING BUMPER Keynotes: ' `" 1. AREA OF EXISTING GRAVEL PARKING LOT TD BE REGRADED AND PAVED. SEE DETAIL 3/C4.00. 2. 6' LENGTH CONCRETE PARKING BUMPER, FROM ADVANTAGE PRECAST, KEIZER, OREGON, OR EOUAL. 1-503-390-2048. SECURE WITH 24" LONG, N0. 5 REBAR WITH POINTED TIP AND WELDED 1-1/2" DIAMETER WELDED WASHER CAP. CENTER ON PARKING STALL. 3. PARKING STALL LAYOUT. SEE DETAIL 6/C4.00. 4. 4" DEPTH CONCRETE FLATWORK. SEE DETAIL 1&2/C4.00. 5. CURB AND GUTTER. SEE DETAIL 5/C4.00. 5. PEDESTRIAN RAMP TYPE I. SEE DETAIL 4/C4.00. 7. REMOVE ALL MOSS FROM EXISTING SIDEWALKS, CURBS AND GUTTERS AND PRESSURE WASH. S. ADA DRIVE AISLE. SEE DETAIL 6/C4.DO. 9. ADA SIGNAGE. INLCUDE CONCRETE APRON WHERE SHOO ON PLANS. REPLACE EXISTING POSTS. SEE DETAIL B/C4,Do' 10. RELOCATE EXISTING FENCE AND POSTS AS REQUIRED TO ACCOMMODATE NEW SIDEWALK. 11. ADJUST HEIGHT OF EXISTING MANHOLE AS REQUIRED TO ACCOMMODATE NEW GRADES. 12. PEDESTRIAN RAMP TYPE2. SEE DETAIL 7/C4.00. 13. PAVED PEDESTRIAN PATHWAY. SEE DETAIL 3/C4.00, 14. NEW 24" SOU ARE CATCH BASIN WITH FILTER PER GIBSON DWG Fi, OR EQUAL. SEE DETAIL i/C4.01. 15. BARD. MODEL NO. 2190 DOMED TOP METAL BOLLARD, REMOVABLE, BY TIMBERFORM (1-800-547-1940). POWDER COAT: BLACK. INSTALL TO MANUFACTURERS SPECIFICATIONS. REMOVE AND REPLACE SURROUNDING CONCRETE AS REQUIRED TO PROVIDE FULLY FUNCTIONING DOLLARD. 16. PROVDE STRIPE TO SEPARATE PARKING AND WALKING AREAS. 17. OVERFLOW PIPE TO WEEPHOLE AS REWIRED. 18, GRASSY SWALE PER CITY OF EUGENE 2014 STORMWATER MANAGEMENT MANUAL. (5'X92' = 46CSF) 0.06 SIZING FACTOR ON 4,814 SF OF IMPERMDUS AREA, 288SF REQUIRED. SEE DETAIL 2/C4,01. 19. VERIFY CROSS SLOPE OF ADJACENT SIDEWALK MEETS ADA REQUIREMENTS – MAXIMUM 2R. 20 FILTER STRIP PER CITY OF EUGENE 2014 STORMWATER MANAGEMENT MANUAL. (9'X80 = 720SF TREATMENT WITH 0.2 SIZING FACTOR ON 3,308 SF OF ADDED IMPERVIOUS AREA). SEE DETA1. 3/C4-01. REVISIONS CID 61 L a O 0 U ? ,~ E c_ Q O 0 Cn Q CIO J � CM U) � r LO (IO o CD m CL N U) Drawn by SPD Date: 10.23.18 Scale: AS SHOWN SHEET NO: C2.00 511.27 TAME, �1 w 1 ` 513.30 TA ll� 511.78 TAME 51+..63 TA/ME 512.00 TA ! 9.32' I .1 l 511.56 TA/ME 514.35 TC Y 514.37 TC/Mf 514.08 YCco 0 10' 20' Layout and Grading Plan HORIZONTAL Legend AREA OF RE -GRADED/ RE -SURFACED PARKING LOT SEEDED AREA, SEE GRASSY SHALE AND FILTER STRIP DETAILS. B PROPOSED CONTOUR ce GRADE BREAK 17 PROPOSED CONCRETE LATWORK o PARKING BUMPER 514.10 —\ SPOT HEIGHT TA TOP OF ASPHALT TCTOP OF CONCRETE TBC TOP BACK OF CURB TFC TOP FACE OF CURB ME MATCH EXISTING I REVISION' cn a rn i N 0 O U Q Q .O O � a >le J Lo cz o co r_ ^^cz V/ cz /L� V c cz y-+ O A cz J Drawn by SPD Date: 10.23.18 Scale: AS SHOWN SHEET NO: C3.00 16 STRUCTURE, PAVED AREA, OR OBJECT ,- SEE NOTE 5, ISOLATION JOINT - SEE CONCRETE JOINTS DETAIL. BROOM FINISH — CONTRACTION JOINT - SEE CONCRETE JOINTS DETAIL —1/2 -INCH RADIUS �4-INCH DEPTH 3000 PSI CONCRETE WITH FIBER MESH REINFORCEMENT 6 -INCH DEPTH, BASE COURSE COMPACTED SUBGRADE NOTE: 1. JOINTS SHALL BE SPACED EVENLY, AS SHOWN ON DRAWINGS. 2. 24 -INCH #4 SMOOTH REBAR EMBEDED 6 -INCH INTO STEM WALL AT 24 -INCH O.C. AT ALL LOCATIONS. - TOOLED CONTROL JOINT j" DEPTH OF SLAB CONCRETE FLATWORK CONTRACTION JOINT STRUCTURE, PAVED-. -- JOINT FILLER FLUSH WITH CONCRETE AREA OR OBJECT f r- CONCRETE FLATWORK _ - JOINT FILLER WITH REMOVADLE PLASTIC JOINT CAP. ISOLATION JOINT NOTES: 1. SEE LAYOUT PLANS FOR JOINT PATTERN AND LOCATION. 2. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE PAVEMENT AND A STRUCTURE MAY OCCUR. . - SLOPE SURFACE PER GRADING PLANS . - 4" DEPTH ASPHALT PAVING Jc 71 — — `-\xvJ- .... - I ., O ;6 MINIMUM 6" DEPTH OF MINUS CRUSHED COMPACTED AGGREGATE -EXISTING MATERIAL COMPACTED OR MINIMUM 6" DEPTH OF "SANDY BAR RUN" OR EQUAL, AVAILABLE FROM DELTA SAND AND GRAVEL. NOTE: SANDY BAR RUN TO BE 4" MINUS AGGREGATE WITH LESS THAN 5% PASSING U.S. #200 SIEVE. DETECTABLE WARNING PANEL(S) RAMP ASPHALT PEDESTRIAN PATHWAY S,CSL —CONC. CURB AND GU TER NOTE: SLOPE NOT TO EXCEED 12:1 Concrete Flatwork Concrete Joints ^S Parking Lot Section Pedestrian Ramp 1 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 24" STALL STRIPING AS SPECIFIED, TYPICAL. 6" �{ •p T ; CONCRETE WALKWAY PER PLANS. - GRAVEL PER PLANS TYPICAL VAN ACCESSIBLE 6.25% STALL & AISLE, PROVIDE THE — -_ SLOPE CONCRETE PER - C � "1'� � WORD 'VAN' IN ADDITION TO ., CS7+-•. " ~"��� i PAINTED SYMBOL OF ACCESS. - PLANS e •. �. '""�� "� �..-t`)-R"i INTERNATIONAL SYMBOL OF ACCESS PAINTED ON PAVING, SYMBOL AND CONCRETE RAMP M LOPE 12 1_ •'•' .�}Trig --i-'��� SI-���� BORDER SHALL BE BLUE, AND AISLES BORDER SHALL BE WHITE, INSIDE > 1: t ,.�3•To. '4 �� ��-�— ��_�—�—� Y��z SHALL BE WHITE.,C°i __y •- /'\•/ )u.�f 17 iTI< iu--iTr_n7—iii—ii ll' CONCRETE RAMP PER DETAIL ..-.. _ .2 ` /3 u - -: - 4/C4.00 4" OF MINUS CRUSHED COMPACTED SUBGRADE 12"x18° SIGN WITH INTERNATIONAL +6 GRAVEL SYMBOL OF ACCESS AND 'VAN- ACCESSIBLE' SIGN. RE -USE ACCESSIBLE r CONCRETE CURB J - NOES. PARKING SIGNS SAVED FROM THIS SITE. I 1. SCORE JOINTS AT 10' O.C. Z. EXPANSION JOINTS AT 40' D.C. ASPHALT PAVING3. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB & RADII. PER PLAN 4. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 3/8° THICKNESS. 5. SCORE JOINTS SHALL BE MINIMUM 1/8" WIDE, 1-1/2" DEEP, AND ROUNDED CORNERS. 6. PROVIDE SMOOTH TRANSITIONS TO EXISTING CURB AND CUTTERS. Curb and Gutter �� Parking Stall Layout 7 Pedestrian Ramp J SCALE: NTS 0 SCALE: NTS `f '. SCALE: NTS CAP TOP OF POST — 12" BLUE BACKGROUND NTH WHITE SYMBOL 5-0' UNLESS- AND LETTERINGOTHERw15E _ .I ••• ~. ..:. /'� NOTm 3(f"x3kx" CADMIUM 2" X 2" X 10" (MINIMUM) SQUARE PLATE HEX HEAD GALVANIZED PERFORATED SIGN POST (12 BOLT WITH FLAT 1" WHITE LETTERING PATH TYPI[ GAUGE MIN. WALL THICKNESS) LOCK WASHER "STATE DISABLED PARKING m AND NUT ;C PERMIT REQUIRED" r X 31" CADMIUM PLATED HEX HEAD - �! - ..... - PROVIDE SIGN THAT IDENTIFIES BOLT WITH FLAT LOCK WASHER AND NUT I Lam- ALL STALLS AS VAN ACCESSIBLE i FINISH GRADE PER PLANS •,;� l 1, 2"x2" GALVANIZED PERFORATED a = -SLOPE TOP OF CONCRETETO ENSURE BASE DETAIL ECENTERED ON AND POSITIVE DRAINAGE AWAY FROM SIGN ACCESSIBLE STALL. POST — 27x" X 2j" X 18" LONG ANCHOR SLEEVE, i NON -PERFORATED (12 GAUGE MIN. WALL THICKNESS) �1 WRAP ANCHOR SLEEVE AND ANCHOR POST WITH (1) LAYER OF DUCT TAPE - CONCRETE FLATWORK APRON 2i" % 2j" % 36" LONG ANCHOR POST, NON -PERFORATED (12 GAUGE MIN. WALL SIGN POST, SEE SIGN POST AND THICKNESS) FOOTING DETAIL FOR ADDITIONAL - INFORMATION �-- CONCRETE FOOTING sj,• SCORE JOINT, TYPICAL. NOTES: 1. TOP OF POST TO BE CUT 1/2" , BELOW TOP OF MN. _ EDGE DF Ci7NCiiF.E SWCWk K. �s , • 3 lylfRlUlC. (k ! YZFIT F -- Sign Post, Footing and Apron APRON f SCALE: NTS II I REVISIONS I W, W, Cz 0 M Drawn by SPD Dote: 10.23.18 Scale: AS SHOWN ! SHEET NO: C4.00 .0 Y Y FLOGARD TM 29.. .—FILTER INSERT (MODEL FFGS24DS) WOVEN MESH FILTER BODY .••.'••,,� , • •:. BIKE PROOF, HEAVY DUTY TRAFFIC GRATE. ti•,. 1 : SUPPORTS AASHTO : 1: •.. H25 LOADS If ti::.y GRATING ---- --T`'� - NEOPRENE GASKET (TWO SIDES) NOTES: 24" SQUARE- "- BOX FABRICATED FROM PLAN VIEW 10 GA. MATERIAL SILT & DEBRIS L2�x2jxA CONTAINMENT AREA r�V—FRAME 29•• SQUARE i HIGH FLOW BYPASS x ; OUTLET x'4y,i a •.'II L �; Z�. i .t N• J 1 _ SEDIMENT TRAP— W/HINGED LID 24•' SQUARE % �r REPLACEABLE ABSORBENT I SIDE VIEW POUCHES SOMETRIC SECTION SEDIMENT & HYDROCARBONS FILTRATION SYSTEM STATE APPROVED — ASPHALT DIPPED 24" SQUARE — 4"0 OR 6"0 OR 8"0 OUTLET S STORM WATER CATCH BASIN DWG # GibaPROJ. MAN. oculi P. D1TN. PAUL G. SCALE NONE F1 pa 9t'd Baeim DATE: JAN. 23, 06 MODEL: MPCBFIO-42HB—basa8 247 to-hinglon St. Ea9en., Or. 97401 ph: (541) 887 — 8672 far 3] 020) 1 Storm Water Catch Basin SCALE: NTS �aRw Raa 1 �� ILL f o®I."�misJ \ orotic f 1. Provide pmbcfdn hod all vehide IMF , equipment.laging, andtam... in Ppos.d infill . areas ptiara, mamB, Old he, --i.n. 2. Dimenaima: a. Width.1.-1. 5'- I2'. Depth OF Swale: IT h. Longitudinal slope at swale:0 l% HH. and fi%max. c. Sifted wiMM1: minimum. d- Bide slopes: 3. I maximum for vegemtive and 4:1 for gasY. 3. Setbacks (fmm "merli. al toothy): a.lnfilt., OF, swalw must be 10' him f,.Mafons antl 5' from property lines. b. thimm on sxales must haveaa wrpaol linen er wh m within 1D' him fauntlefon 5' from property ansa. 4. we— s.Ovemows re required a mr, --Mf point dbdarge poial lul sued a hilly irtTiltale the IlOotl mntral desgn aml. b. Inlet alaved.n mwt allow to 2' Ol 11ea—Ird, 5. Plping: Minimum 3' pipe reputed for up Ic 1.MD at, fl of impervious area, mhatwlse 4 -tin. Piping malsbpes antl in.lallalbn —11 follow me Unlf.rm Plumbing Code. 6. Growing minium: .12'mtnimum hpurl by amded elm soil or enna5ve l e. Vagalaf Foaow Iandsape palm mhenvise for a plant lis[ In SWMM Appendix F. Gassy swaI.a must he 100 usage. v_Iativ.—too — hal. fol—Bplamtings per 10051 of tacaay area: a. 100 Gmuntl Covers, OR b. 80Grouts CO— 2 Small Bhmbs, 4 Large BM1mbs, antl 1 Tree (tlecitluaxs or evergreen) 10. Walarpmuflina: Shot Ill 30 mil PVC or equivalem where r y„irea. I t Install washed pea gravel a over ro k a tansilian lran inlets antl splash Ped a glowing mMi 12. Check 0.— -11 1,0 placed at 12• imams along IM1e length Of m. swab. CITY OF GRASSY SWALE EUGENE, OREGON DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS Grassy Swale G SCALE: NTS ro Lw°ar I1b1RaU. lotto F gIl6ACE 6 LIaKK fl _ 1. P—de Ilaaclion from all—de baffic, equipment sIml es well as foot Iral for proposed iMarelion areas poor a and donna amawdion. 2. Dimew'aons: . Flav line le to 5' mitimum. n9 b. SloPas :0.5-1D% 9. Setbacks (from bagml of Iadlltyl: a. S from property ine b. I Oft from buildings c. 5011 from—it. a, dvea, streams, end Preeks where reRwall. 4.O Him COXA from flter stip shag be _dl an plans b approved diacherga point. 5. Grovnng metlI Unlesa.ximing v.gelated.r.ea aro wed Fit, Lhe filter Hdp. growing medum shell W aMl wahm Ne by 12'. OE(R D116 bfl LMRY I.' F (rnlR fulma n ggPE �° � ° mlLcndll a daALvucL �sFminm omux¢ If all— m amt wn D61aG w .VSI. IS — 6. Ve elation: The entire filar stn musl have 10D%wver e 9 p e8 by naive gressw,n abwimn F.H.nalivaground Or any l,, I Iion theraoi.Fo Oa E. Fll.platy mharwi, par to plant tiro in $WMM AppeM"a F. Number al pledinga per GOaf mf.dlay area: a. 100 G. Hl Covera OR 6.00 Ground Covers, 4 Smell Shrubs OR P, BID Groom cay.a, 12 Small sKaes ]. Lay.i Spreaders: A grade 6Oam, pedoaad pip., berm ar rends.4 W squired a disperse me rutaaev.ny aaasa to filler strip to paved a PONT of diatlarle. The top cl the level speeder must ba hodmnta and at en apMpHa. height to p mM. sheet flow dlreay to the soil without scour. Ghide 6Oams Ow 6e made Of arty material that will wiftlMd waO1h..ndamardagred.i Tal ... d a. level spreads. can be open air fillet with waahed au.hed rack, pee gaud, or eand 0. Check dams: shal! 6e Placed —MiN to fadlly daegn omawlse: e, Equal to Me widl Of to filter IF Every 10' when &Ops excema 5%. CITY OF I FILTER STRIP EUGENE, OREGON DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS 1 Filter Strip J SCALE: NTS 11 REVISIONS 11 V) ^� W E U U c E 0 O >, J CCS ? V� i //''C�z {L `lI Cz }e N M oath: 10.23.18 Scale: AS SHOWN SHEET NO: 00 O N cn N r OD Llai C> O M C4.01