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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/1/2022FINAL ENGINEERING PLANS INDEX CIVIL ENGINEERING PLANS REVISIONS 1 2 1 3 4 5 6 7 C-1 COVER SHEET SCALE FACTOR OF 1.0000023004. TO OBTAIN GRID DISTANCES, DIVIDE BY THE SCALE FACTOR STORM MANHOLE UNITS: INTERNATIONAL FEET DECIDUOUS TREE W/DIAMETER C-1.1 DEMOLITION PLAN li o0 VALVE VAULT 0 WOOD FENCE Z°°� I FIRE HYDRANT C-2 GEOMETRIC PLAN X - FLARED END SECTION V METAL GUARDRAIL �- ELECTRICAL POWER POLE C-3 GRADING PLAN OVERHEAD TRAFFIC SIGNAL Lu0w om Z TRAFFIC SIGNAL MANHOLE DEPRESSED CURB C-4 UTILITY PLAN -OHW- TRANSFORMER PAD IT CONTOUR UNE C-5 SOIL EROSION CONTROL PLAN FINISHED FLOOR ELEVATION FF TELEPHONE MANHOLE PAVEMENT ELEVATION P CABLE TELEVISION PEDESTAL C-6 SOIL EROSION CONTROL DETAILS AND SPECS ME COMMONWEALTH EDISON MANHOLE GROUND ELEVATION G B/BOX • C-7 PROJECT DETAILS LIGHT POLE TOP OF RETAINING WALL ELEVATION TRW SIN FLOW LINE ELEVATION C-8 PROJECT DETAILS • TOP OF CURB ELEVATION TC RIM ELEVATION R C-9 PROJECT DETAILS DOWNSPOUT LOCATION D.S. ELECTRIC MARKER PERVIOUS AREA SLOPE DIRECTION TELEPHONE MARKER C-10 PROJECT SPECIFICATIONS WATER MAIN W OVERLAND OVERFLOW DIRECTION GAS MAIN —G— SUPPORTING DOCUMENTS REVISIONS 1 2 3 4 5 6 7 1 of 1 TOPOGRAPHIC SURVEY _C_ SANITARY SEWER SANT L-1 LANDSCAPE PLAN GUY POLE 1 of 1 PHOTOMETRIC PLAN BUILDING SIGN -------- BUILDING OVERHANG u8 C] MAILBOX NOTE: THE DESIGNS CONTAINED IN THE ABOVE PLANS AND SUPPORTING DOCUMENTS WERE PREPARED WITH THE UNDERSTANDING THAT THEY WOULD BE USED AS A MOLE PLAN SET. EACH CONSTRUCTION DISCIPLINE IS TO USE ALL THE PLANS AND SUPPORTING DOCUMENTS TOGETHER AS A MOLE AND NOT AS SEPARATE DOCUMENTS. EACH CONTRACTOR IS TO BECOME COMPLETELY FAMILIAR VMTH THE MOLE PLAN SET AND THE EXISTING SITE CONDITIONS. SHOULD ANYTHING IMTH ALL THESE PLANS AND SUPPORTING DOCUMENTS BE INCONSISTENT WITH THE SUE CONDITIONS THEN THE CONTRACTOR IS TO CONTACT THE ENGINEER IMMEDIATELY BEFORE ANY CONSTRUCTION IS STARTED. 21056 01 FOR AT 1930 MOHAWK BLVD CITY OF SPRINGFIELD LANE COUNTY, OREGON LOCATION MAP I$ �rc.�.._rv;J�k�Y .•C�':i1+::I),l:i;rr.� 1 A �9f!-4. i•_:I�.}?1^`ILL • - _ E LOCATION } -f �3 SECTION: 25 TOWNSHIP: 11RANGE7 3W �EO PRO"'o gg,, �S �G I N FF si`5 p �97756PE 9 r kOREGON Rey c EXPIRES: STATE OF ILLINOIS) SS COUNTY OF KANE) DATE: OREGON LICENSED PROFESSIONAL ENGINEER NO. 97756PE. MY LICENSE EXPIRES ON 12-31-2022 UNLESS THIS DOCUMENT BEARS ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE DESIGN ENGINEER, IT IS NOT A VAUD DOCUMENT. COVER SHEET R I Prepared For: I LEGEND d' BENCHMARK VERTICAL DATUM: NAVD88 BASED ON RAPID -STATIC GPS OBSERVATIONS ON POINT 1, PROCESSED THROUGH OPUS -RS CATCH BASIN HORIZONTAL DATUM: NAD83(2011) EPOCH 2010.00 BASED ON RAPID -STATIC GPS OBSERVATIONS ON POINT 1, PROCESSED THROUGH OPUS -RS PROJECTION: OREGON SOUTH ZONE, SCALED TO GROUND AROUND POINT 1, WITH A SCALE FACTOR OF 1.0000023004. TO OBTAIN GRID DISTANCES, DIVIDE BY THE SCALE FACTOR STORM MANHOLE UNITS: INTERNATIONAL FEET DECIDUOUS TREE W/DIAMETER SANITARY MANHOLE �EO PRO"'o gg,, �S �G I N FF si`5 p �97756PE 9 r kOREGON Rey c EXPIRES: STATE OF ILLINOIS) SS COUNTY OF KANE) DATE: OREGON LICENSED PROFESSIONAL ENGINEER NO. 97756PE. MY LICENSE EXPIRES ON 12-31-2022 UNLESS THIS DOCUMENT BEARS ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE DESIGN ENGINEER, IT IS NOT A VAUD DOCUMENT. COVER SHEET R I Prepared For: I LEGEND d' PROPOSED O CATCH BASIN • ED ED INLET D CONIFEROUS TREE W/DIAMETER > W > STORM MANHOLE ® DECIDUOUS TREE W/DIAMETER SANITARY MANHOLE av)_� li o0 VALVE VAULT 0 WOOD FENCE Z°°� I FIRE HYDRANT +T" CHAIN LINK FENCE -X X - FLARED END SECTION V METAL GUARDRAIL �- ELECTRICAL POWER POLE CONCRETE SURFACE OVERHEAD TRAFFIC SIGNAL Lu0w om Z TRAFFIC SIGNAL MANHOLE DEPRESSED CURB W OVERHEAD ELECTRIC WIRES -OHW- TRANSFORMER PAD IT CONTOUR UNE TELEPHONE PEDESTAL FINISHED FLOOR ELEVATION FF TELEPHONE MANHOLE PAVEMENT ELEVATION P CABLE TELEVISION PEDESTAL MATCH EXISTING ELEVATION ME COMMONWEALTH EDISON MANHOLE GROUND ELEVATION G B/BOX • TOP OF WALK ELEVATION TW LIGHT POLE TOP OF RETAINING WALL ELEVATION TRW SIN FLOW LINE ELEVATION FL BOLLARD POLE • TOP OF CURB ELEVATION TC RIM ELEVATION R GAS MARKER DOWNSPOUT LOCATION D.S. ELECTRIC MARKER PERVIOUS AREA SLOPE DIRECTION TELEPHONE MARKER PAVEMENT SLOPE DIRECTION WATER MAIN W OVERLAND OVERFLOW DIRECTION GAS MAIN —G— INLET PROTECTION Q ELECTRIC UNE —E— TELEPHONE UNE —T— INLET BASKET FILTER CABLE TV UNE _C_ SANITARY SEWER SANT STORM SEWER STNII GUY POLE EXISTING BUILDING SIGN -------- BUILDING OVERHANG u8 C] MAILBOX ROAD STRIPING TREE - DECIDUOUS FLOW UNE CURB EXTRUDED CURB -0- POWER POLE ® POWER RISER STANDARD CURB © POWER VAULT EDGE OF PAVEMENT POWER JUNCTION BOX EDGE OF CONCRETE O LIGHT -LAMP POST WALL -TOP ® POWER CABINET 05 SANITARY SEWER MANHOLE - - - - - - - - - - - - - WALL -TOE ® STORM AREA DRAIN W WATER ® STORM CATCH H451N So STORM SEWER OD STORM MANHOLE G GAS STORM CURB INLET E ELECTRIC FIRE HYDRAM OHP OVERHEAD POWER HIWATER METER SS SANITARY SEWER 0 WATER VALVE FO FIBER OPTIC ss CJS TRAFFIC SIGNAL CROSSWALK 0 FENCE - CHAINUNK ® TRAFFIC SIGNAL JUNCTION BOX MAJOR CONTOUR � TRAFFIC SIGNAL POLE — — MINOR CONTOUR On' CAN RISER BUILDING HATCH UR UNKNOWN RISER CONCRETE HATCH �EO PRO"'o gg,, �S �G I N FF si`5 p �97756PE 9 r kOREGON Rey c EXPIRES: STATE OF ILLINOIS) SS COUNTY OF KANE) DATE: OREGON LICENSED PROFESSIONAL ENGINEER NO. 97756PE. MY LICENSE EXPIRES ON 12-31-2022 UNLESS THIS DOCUMENT BEARS ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE DESIGN ENGINEER, IT IS NOT A VAUD DOCUMENT. COVER SHEET R I Prepared For: I I Prepared By: I o 0 0J J W W W N t0 LL LL KK N O W W N D_ Q YW m w Z O LL ❑ m m w z Z r Y Z LL LL W W C) w ¢ - ¢ 'o W U O O O w m 2 U) C-1 > O U d' O Lu ED ED Z (D o 0 > W > av)_� li o0 0> U Q Z°°� I — w Y- c � 0- (b c d s Q LLjN Lu0w om Z W I Prepared By: I o 0 0J J W W W N t0 LL LL KK N O W W N D_ Q YW m w Z O LL ❑ m m w z Z r Y Z LL LL W W C) w ¢ - ¢ 'o W U O O O w m 2 U) C-1 > O U r .�. IGNAL ° � z N STM II I ��ae11 61 o w < w w w v EXISTING SINGLE I OA m STORY BUILDING' ; 1950 MOHAWK BLVD W Y BLOCK WALL SPRINGFIELD, OR 97477 P� Q 3 / �L _ END OF CURB REMOVAL / SEE GEOMETRIC PLAN / (SHEET C-2) FOR ADDITIONAL DETAILS P� PROTECT / EXISTING 5 �� a ❑ ��/ / �/ / \\ a �- _I / SANITARY SEWER SNB [A] al N PROTECT EXISTING ~� 7 LIGHT POLE ` - / P PROTECT EXISTING A UNDERGROUND m zQ / e ELECTRIC UNE w I I w I 3 E STORM AREA DRAIN BE OVEO AND EXISTING / STORMSEWER HEADING SO ° BE REMOVED/ABANDON D. ' TRACTOR TO VERIFY TH EMOV�I EXISTING II N NN TO OF EXISTI G 6" SEWER IS SEWERu L LY G DRAINAGE SIU UILDING PRIG IN 11O C/) 1, 3 °/ EXISTING STORM CATCH BASIN TO BE REMOVED AND EXISTING 6" STORM SEWER _ 3 HEADING NORTH TO BE REMOVED/ABANDONED. �,.. CONTRACTOR TO VERIFY THAT THE EXISTING 6" SEWER IS IS ONLY PROVIDING DRAINAGE FOR THE EXISTING BUILDING AND PARKING LOT PRIOR TO REMOVAL. / REM pyE ba N / WA l®t ° CE NE / OTECT �T�ppSTING CCC�AS SER CE 3 1'OR TO VERIFY EXA� LOCA -I I OF RSEI CE E-RlAl1CCC�TIDE �ANDC pIRM THAT IT CA G \ _�_ r4, IF �615TI G `CAA.S N 1HNATEID�AT BE \ � G c-1te=usi�/NNE WORK WITH,GAS SERVICE PROVIDER IN \ W OORDDEWtTO PROVIDE NEW CONNECTION TO MAIN oNw / �Nw oNw oNw 21056 w POLE SIGN TO BE REMOVED STORM STRUCTURE TABLE FA STM AD RIM: 466.59' IE 8" IRON OUT (E): 464.94' 0 BOTTOM OF 90" ELBOW: 464.59' © STM AD RIM: 464.97' IE 6" IRON OUT (N): 464.01' © STM CB RIM: 464.95' IE 6" IRON OUT (N): 463.98' �D STM AD RIM: 465.01' LLcci IE 6" IRON OUT (S): 464.03' �E STM MH RIM: 467.55' IE 12" RCP IN (S): 460.13' IF 12" RCP IN (N): 460.22' IE 12" RCP OUT (E): 460.01' �F STM CB RIM: 467.36' IE 12" RCP OUT (N): 464.48' © STM MH RIM: 466.91' O IE 12" RCP IN (NW): 460.91' IE 12" RCP IN (N): 461.01' IE 12" RCP OUT (S): 460.75' FH STM CB RIM: 465.76' IE 12" RCP OUT (SE): 462.89' ❑I STM AD RIM: 466.30' IE 8" IRON OUT (E): 463.30' BOTTOM OF 90' ELBOW: 463.02' 0 STM AD RIM: 465.94' IE 6" IRON OUT (S): 463.80' �K STM CB RIM: 465.01' IE 12" RCP OUT (E): 463.19' © STM Cl RIM: 465.63' IE 8" RCP IN (N): 462.99' IE 8" RCP IN (SE): 462.45' IE 12" RCP OUT (SW): 462.25' SEWER STRUCTURE TABLE QA SAN MH RIM: 466.74' IE 8" RCP IN (W): 453.84' IE 8" RCP IN (E): 452.87' IE 12" RCP IN (S): 452.46' IE 12" RCP OUT (N): 452.44' E N PROTECT Ia°'I z w I h/ PROTECT EXISTING ELECTRIC SERVICE. CONTRACTOR TO VERIFY "EXACT LOCATION OF SERVICE UNE AND CONFIRM THAT IT CAN BE RE-ROUTED TO SERVE THE PROPOSED BUILDING AS INDICATED ON SHEET C-4. IF EXISTING ELECTRIC SERVICE CAN NOT BE RE-USED/RE-ROUTED, CONTRACTOR TO WORK WITH 41 ELECTRIC SERVICE PROVIDER IN ORDER TO PROVIDE NEW ti /I CONNECTION /LXISTING STORM AREA DRAIN TO BE REMOVED AND EXISTING 6" 4, ORM SEWER HEADING NORTH TO BE REMOVED/ABANDONED. CONTRACTOR TO VERIFY THAT THE EXISTING 6" SEWER IS IS ONLY PROVIDING DRAINAGE FOR THE EXISTING BUILDING AND /ONLY LOT PRIOR TO REMOVAL w w ° CONTRACTOR TO VERIFY THAT EXISTING ELECTRIC / UNE SERVING PRIOR BUILDING IS NO LONGER NEEDED AND REMOVE/ABANDON. V � -PROTECT EXISTING ELECTRIC SERVICE h 6' CHAT AND TELEPHONE U S f- oHw PROIEC(/ hl .aF(1 / 20 0 10 I •. 80 GENERAL NOTES: 1. THESE PLANS ARE BASED ON THE TOPOGRAPHIC SURVEY DATED 2/15/2022) PREPARED BY: S&F LAND SERVICES 4858 SW SCHOLLS FERRY ROAD, SUITE A PORTLAND, OR 97225 (503) 345-0328 2. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONTACT THE DESIGN ENGINEER AND ARCHITECT TO VERIFY THAT THEY ARE WORKING FROM THE MOST CURRENT SET OF PLANS AND SPECIFICATIONS. GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY IF STOCKPILES WILL BE ALLOWED ON SITE. COORDINATE WITH PROJECT MANAGER FOR THE PLACEMENT OF MATERIAL STOCKPILES IF PERMITTED. ALL MATERIALS ARE TO BE STOCKPILED SEPARATELY FOR USE IN PREPARING THE BUILDING PAD AND PAVEMENT SUB -BASE IF APPROVED BY TESTING COMPANY AS SUPPLIED BY THE OWNER. 2. ALL CONCRETE TO BE PULVERIZED TO 3" MAXIMUM PIECES. MATERIALS MAY BE STOCKPILED (SEPARATELY) AND USED FOR BACKFILL AT A LATER DATE IF APPROVED BY TESTING COMPANY AS SUPPLIED BY THE OWNER. 3. ASPHALT MILLINGS MAY BE USED IN UNDERCUT AREAS ONLY IF THEIR GRADATION EQUALS CA -6 AND IF APPROVED BY TESTING COMPANY AS SUPPLIED BY THE OWNER. 4. ALL EXISTING UTILITIES ARE TO BE REMOVED WHERE INDICATED. 5. CONTRACTOR TO COORDINATE WITH ALL UTILITY COMPANIES. 6. CONTRACTOR IS TO TAKE CARE IN LIMITING MATERIALS FROM ENTERING THE STORM EXISTING STORM AND SANITARY SEWERS. 7. MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION. 8. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR DEMOLITION INCLUDING, BUT NOT LIMITED TO LANE COUNTY, NPDES, CITY OF SPRINGFIELD. 9. CONTRACTOR TO VERIFY ALL QUANTITIES PRIOR TO BIDDING AND SHALL INFORM OWNER/ENGINEER OF ANY DISCREPANCIES. 10. CONTRACTOR TO CONTACT OWNER/ENGINEER TO DISCUSS ANY QUESTIONS OR DISCREPANCIES FOUND ON SITE PRIOR TO ANY CONSTRUCTION. EXISTING UTILITIES ENCOUNTERED THAT ARE NOT SHOWN ON THIS PLAN SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER/OWNER IMMEDIATELY IN ORDER TO MAKE A DECISION. PROVIDE ITEMIZED FEE FOR UTILITY REMOVAL (LINEAL FOOT) IN BID. 11. CONTRACTOR SHALL REMOVE ALL ABOVE GROUND STRUCTURES TO GRADE. 12. CONTRACTOR SHALL REMOVE ALL FOOTINGS, FOUNDATIONS, AND BELOW GRADE CONCRETE OR OTHER OBSTRUCTIONS TO FULL DEPTH. 13. ALL SANITARY AND WATER SERVICES SHALL BE REMOVED AND CAPPED AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL REFERENCE LANDSCAPE PLAN AND/OR TREE PRESERVATION PLAN FOR ALL PLANT MATERIAL. NOTES SHOWN ON THIS PLAN REGARDING LANDSCAPING ARE FOR REFERENCE ONLY. DETAILED INFORMATION REGARDING THE EXISTING PLANT MATERIALS IS SHOWN ON THOSE PLANS AND SHALL BE FOLLOWED. 15. ALL ITEMS LABELED "PROTECT" SHALL BE PROTECTED AND SHALL NOT BE REMOVED OR ALTERED AS THEY ARE TO BE RE -USED IN THE PROPOSED DEVELOPMENT. 16. THE PLAN IS NOT INTENDED TO DICTATE MEANS AND METHODS, BUT RATHER CLARIFY WHICH EXISTING IMPROVEMENTS SHALL BE PROTECTED AND WHICH SHALL BE REMOVED OR ABANDONED AND THE EXTENT TO WHICH THEY SHALL BE REMOVED OR ABANDONED. DEMOLITION LEGEND F7 REMOVE EXISTING ASPHALT (FULL DEPTH) ❑ REMOVE EXISTING CONCRETE (FULL DEPTH) REMOVE EX. BUILDING AND FOUNDATION (COMPLETE) = REMOVE EXISTING CURB AND GUTTER (TYP.) RE RE RE RE RE RE RE = REMOVE EXISTING ELECTRIC LINE (TYP.) RG RG RG RG RG RG RG REMOVE EXISTING GAS LINE (TYP.) RG RO RO RO RO RO RO = REMOVE EXISTING OVERHEAD WIRES (TYP.) IRS RS RS RS RS RS RS = REMOVE EXISTING SEWER LINE (TYP.) RT RT RT RT RT RT RT REMOVE EXISTING TELEPHONE LINE (TYP.) RW RW RW RW RW RW RW - = REMOVE EXISTING WATERLINE (TYP.) = REMOVE EXISTING OBJECT (UTILITY POLES, GUY WIRES, LIGHTS, MANHOLES, SIGNS, ETC.) (TYP.) V REMOVE EXISTING TREE INCLUDING STUMP AND STUMP GRINDINGS/REMOVE BUSH. SEE LATEST TREE PRESERVATION PLAN FOR DETAILS. upPROTECT EXISTING TREE. SEE LATEST TREE PRESERVATION PLAN FOR DETAILS. DEMOLITION PLAN rt Prepared For: 0_' O LU ED ED Z,:N W> d N c LL o 0 O >� Z00� Q s - 0. U 0. �: Y�cNuc IL 0) , O Q N LLI Q NON LUC)0 am LUL Prepared By: C-1.1 o 0 0J W J N W W LL LLcci 0 N w W W w � N K ¢ O N Z ❑ b b W W LL U Y Z W W U O O w O a C-1.1 / IGNAL EXISTING SINGLE STORY BUILDING 1950 MOHAWK BLVD / / BLOCK WALL SPRINGFIELD, OR 97477 PROPOSED TRASH ENCLOSURE (SEE ARCH. PLANS FOR QET )" FlSTALLSYE (S) EX. PARKING TO REMAIN i ✓ G EXISTING CURB/CONCRETE RE -STRIPE EDN PARKING .� / TO REMAIN INDICATED� PROPOSED NEW CONCRETE / g PROTECT EX. LIGHT POLE N, CONNECT TO EXISTING CURB EXISTING POLE SIGN— / / TO BE REMOVE AND REPLACED WITH WENDYS \ PROPOSED TYPE PYLON SIGN IN SAME 'C' BARRIER CURB LOCATION PROPOSED SITE 'I o (TYP) (SEE ARCH. PLANS DETAILS) / Fart 4 l LOT UGHT (EYP,', 4 LOCATIONS);] llll = FENCE FND N PROPOSED CANOPY l ,a = BACK li = CENTER I' PROTECTION BAR = EDGE EXIS7�N1 A PROPOSED � ^ R15R15' w (SEE ARCH. PLANS FOR DETAILS) (1.39 TO : o CURB R3' m RS DISTURBED IMPERVIOUS AREA = 25,779 S.F. (0.59 AC.) m 9.0' (TYP) LL LLcci O N m PROPOSED PREVIEW W w O�ARD (SEE ARCH. � N PLANS FOR DETAILS) Dr no < o � fag N (SEE ARCH. PLANS DETAILS) / Fart 4 l = FACE = FOUNDATION llll = FENCE FND R l / = BACK li = CENTER E = EDGE PL = PROPERTY UNE SITE DATA OVERALL LOT AREA = 60,382 S.F. (1.39 AC.) PROJECT DISTURBED AREA = 28,026 S.F. (0.64 AC.) DISTURBED IMPERVIOUS AREA �j/° LL l / EX. PARKING STALLS— CURSING TALLS CURBING AND PAVEMENT TO REMAIN — ,I W I I wl 'DO NOT ENTER" 10o VZ 5.0� 2.456 $F E-FND (REAR W.I.B. OPTION -PREFERRED) I ➢ZI' i(, UI V) 0 R15' REMOVE EXISTING � ON 97E CURB UP TO PROPERTY UNE j / ()\A*°"w 21056 DEPRESSED CURBS le °III I °�I IQI LLJ 4111 I I m l Y o °°9fl I � •�i I I �I I I I I I I I 1 kWELY B LF. OF EXISTING BE REMOVED/REPLACED I DILATED FOR STORM SEWER CONNECTION SHEET C-4 FOR ADDITIONAL DETAILS) - ��19 mil l WA 19.0• APPROXIMATE T_ m PROPERTY UN n p"W LOCATION (EYP \ \ a REMOVE EXISTING pN \ EXIST NG W NEW THE LEGEND- F w v EXISTING CURB, PAVEMENT AND PARKING LOT STRIPING OUTSIDE OF PROPERTY UNE TO REMAIN I` PRpPosED iPUBUC D SIDDEEWWALK CONNECTION IED ND JJ BLEPI{'ADA ACCESSIBLE ACCESS . AN//Y93EE SEE DETAIL ON SHEET C-7) ILrtEMOVE AND REPLACE APPROXIMATELY 10 L.F. OF STING CURB NTH DEPRESSED CURB AND CTABLE WARNING AS INDICATED P /ADA ACCESSIBLE PARKING RV $'jftAL�(PNTm SYMBOL AND SIGNAGE (EYP, 2.°Lf)¢ATNS, SEE DETAIL ON SHEET C-7) 'DO NOT LATER' SIGN R gyp'/CROSSWALK STRIPING STRIPING TO BE 3' Q.C.) = iNPiN 7TEEIGNAL Y°�9" WAAIINAAI/)� REM SITEOVE CURB IUP NTO O;% PROPERTY LINE' / / ECT EIBSTIN�OV HEAD DIMENSION LEGEND F = FACE = FOUNDATION FNC = FENCE FND R = RADIUS B = BACK C = CENTER E = EDGE PL = PROPERTY UNE 20 0 10 0 41 80 lmm--- GENERAL NOTES: 1. THESE PLANS ARE BASED ON THE TOPOGRAPHIC SURVEY DATED 2/15/2022) PREPARED BY: S&F LAND SERVICES 4858 SW SCHOLLS FERRY ROAD, SUITE A PORTLAND, OR 97225 (503) 345-0328 2. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONTACT THE DESIGN ENGINEER AND ARCHITECT TO VERIFY THAT THEY ARE WORKING FROM THE MOST CURRENT SET OF PLANS AND SPECIFICATIONS. ON SITE PARKING DATA 1 1/2' HOT -MIX ASPHALT SURFACE COURSE REGULAR SPACES 31 STANDARD COURSE ADA ACCESSIBLE SPACES 2 CRUSHED STONE NTH FINES TOTAL SPACES 33 SITE DATA OVERALL LOT AREA = 60,382 S.F. (1.39 AC.) PROJECT DISTURBED AREA = 28,026 S.F. (0.64 AC.) DISTURBED IMPERVIOUS AREA = 25,779 S.F. (0.59 AC.) PROPOSED BUILDING AREA = 2,456 S.F. LL GEOMETRIC PLAN NOTES: 1. PROPOSED IMPROVEMENTS ARE PARALLEL AND PERPENDICULAR TO THE THE EXISTING CONDITIONS AS SHOWN. 2. ALL RADIUS DIMENSIONS ARE TO BACK OF CURB. 3. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 4. ALL STRIPING TO BE DOUBLE COATED 4" YELLOW PAINT UNLESS OTHERWISE NOTED. 5. WHERE PEDESTRIANS HAVE TO CROSS A TAPERING RAMP OR CURB RAMP THE FACE AND TOP OF CURB ARE TO BE PAINTED USING YELLOW, SUP RESISTANT PAINT. PAVEMENT LEGEND 5' P.C.C. (SIX BAG MIX) 4' BASE COURSE, 3/4" SIDEWALK CRUSHED STONE WITH FINES COMPACTED SUB -BASE 2• P.C. CONCRETE NTH x8' NO. 10 WELDED WIRE MESH xe MESH i0 BE FLAT STOCK ONLY CONCRETE B• BASE COURSE, 3/4' ' CRUSHED STONE NTH FINES /\/i, COMPACTED SUB -BASE Y _ B' P.C. CONCRETE E1TINx6' LA0. 10 WELDED WIRE MESH xe MESH TO BE FIAT STOCK ONLY CONCRETE 8• BASE COURSE, 3/4' (TRASH�) CRUSHED STONE NTH FINES SVA/AA/AA/AA/i, COMPACTED SUB -BASE NOTES: 1. ASPHALTIC CONCRETE (FLEXIBLE) PAVEMENT STRUCTURES SHALL BE DESIGNED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE "AASHTO GUIDE FOR DESIGN OF PAVEMENT STRUCTURES'. 2. SEE PROJECT SPECIFICATIONS FOR SUB -BASE AND BASE COURSE COMPACTION. 3. ALL CONCRETE FLATWORK TO INCLUDE A JOINTING PATTERN SUBMITTAL TO THE CONSTRUCTION MANAGER. CONTRACTOR TO STAY AS CLOSE TO 9'x9' SQUARE PANELS IN LARGE CONCRETE FLATWORK AREAS AS POSSIBLE. 4. FOR SIDEWALKS, PROVIDE TOOLED JOINTS AT 5' O.C., CONTRACTION JOINTS AT 15' O.C., EXPANSION JOINTS AT 30' O.C. 5. PROVIDE AN EXPANSION JOINT ADJACENT TO ALL STRUCTURES. THESE JOINTS SHOULD BE SEALED WITH A TOOL -FINISHED SILICONE SEALANT. GEOMETRIC PLAN rt Prepared For: w m O� N MJ > d LL O O >� Z00� U Q s - N N 0 C O 06 s ' O Q 0)w Q N �O 0 LU0w oo) LULU Prepared By: l 1 1/2' HOT -MIX ASPHALT SURFACE COURSE 4' HOT -MIX ASPHALT BINDER STANDARD COURSE DUTY 12• BASE COURSE, 3/4' CRUSHED STONE NTH FINES COMPACTED SUB -BASE 2• P.C. CONCRETE NTH x8' NO. 10 WELDED WIRE MESH xe MESH i0 BE FLAT STOCK ONLY CONCRETE B• BASE COURSE, 3/4' ' CRUSHED STONE NTH FINES /\/i, COMPACTED SUB -BASE Y _ B' P.C. CONCRETE E1TINx6' LA0. 10 WELDED WIRE MESH xe MESH TO BE FIAT STOCK ONLY CONCRETE 8• BASE COURSE, 3/4' (TRASH�) CRUSHED STONE NTH FINES SVA/AA/AA/AA/i, COMPACTED SUB -BASE NOTES: 1. ASPHALTIC CONCRETE (FLEXIBLE) PAVEMENT STRUCTURES SHALL BE DESIGNED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE "AASHTO GUIDE FOR DESIGN OF PAVEMENT STRUCTURES'. 2. SEE PROJECT SPECIFICATIONS FOR SUB -BASE AND BASE COURSE COMPACTION. 3. ALL CONCRETE FLATWORK TO INCLUDE A JOINTING PATTERN SUBMITTAL TO THE CONSTRUCTION MANAGER. CONTRACTOR TO STAY AS CLOSE TO 9'x9' SQUARE PANELS IN LARGE CONCRETE FLATWORK AREAS AS POSSIBLE. 4. FOR SIDEWALKS, PROVIDE TOOLED JOINTS AT 5' O.C., CONTRACTION JOINTS AT 15' O.C., EXPANSION JOINTS AT 30' O.C. 5. PROVIDE AN EXPANSION JOINT ADJACENT TO ALL STRUCTURES. THESE JOINTS SHOULD BE SEALED WITH A TOOL -FINISHED SILICONE SEALANT. GEOMETRIC PLAN rt Prepared For: w m O� N MJ > d LL O O >� Z00� U Q s - N N 0 C O 06 s ' O Q 0)w Q N �O 0 LU0w oo) LULU Prepared By: l C-2 o 0 0J W J N W W m LL LLcci O N W w W w � N Dr no < o N Z ❑m m W c W LL U Y Z (DLL W U o O o a C-2 FK]/ %349a / �/ 3� P488.10t(IIE) 04 P (ME) 35.11. 89 a 4 _/ GENERAL NOTES: ¢ / 24 46�Q 7 s 1. THESE PLANS ARE BASED ON THE TOPOGRAPHIC SURVEY w /f��.31 ❑ DATED ED BY: o \ � -/ PREPARED BY: S&F LAND SERVICES P466.10 o I 4858 SW SCHOLLS FERRY ROAD, SUITE A 4L #68.29t/- �- /a 4 / PORTLAND, OR 97225 PciME) / lk7.12 \ _ -7 4 `� \ I I (503) 345-0328 P F66 \ 46b�9 a \. a' \ / \ P \ j\ -� w 2. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONTACT THE \ 3 \ �67.oa 46 DESIGN ENGINEER AND ARCHITECT R VERIFY THAT THEY / o �� 466.,3 \ / / � \ ,�- TP 52 �� - ARE WORKING FROM THE MOST CURRENT SET OF PLANS AND v � \ �/° F66.74 66.93 rM = SPECIFICATIONS. TP5.86 'P485.9a P `C / \ / a da 67 L2 / c \ / / \ \ 67.i12 FLZ RIM 466.65 / �e`� - w ON POINT 1PROCESSED THROUGHOPUS-RS 69 VERTICAL DATUM NAVD88 BASED O RAPID -STATIC GPS OBSERVATIONS h 4 p \\ \ 7rss \ - '° 4fi7 71 Q I HORIZONTAL DATUM: NAD83(2011) EPOCH 2010.00 BASED ON \ 36 w / I (M'7 IA w 14 C RAPID -STATIC GPS OBSERVATIONS ON POINT 1, PROCESSED THROUGH TC467.45t(ME) OPUS -RS TCSSME) P467.002(M 5.73 °� • " ', ".., , - PROJECTION: OREGON SOUTH ZONE, SCALED TO GROUND AROUND TP FL2 4P .02 I POINT 1, WITH A 67.65 �X1"TP / TC52 a I w a SCALE FACTOR OF 1.0000023004. TO OBTAIN GRID DISTANCES, DIVIDE BY .../ :., .:. 2 _ TC487.49t(M g _ 4I �- I THE SCALE \ P48A70 \ 465.46 P P13- 46p.o T66.b2 5e 1 7.OSt(ME) 6 2 5 I FACTOR ¢66.10 C Tp 467.49 ¢65.54 \ TP (MTP \ / �l' � 466.81 -� TCS2 4 TP p/ TP ��''''"" I -j UNITS: INTERNATIONAL FEET \ / P488\4�b' TRAN5ITI DTI S w / 465.34/ F To M PUBLIC GRADING of GRADING PLAN NOTES: z 65.90 \ TP 465.50 -EXI TI PUBOC IMALK. 4 \ � TP pi \ SITIONAREAiMAY NOT I 4 1. UNLESS OTHERWISE SPECIFIED, TOP OF CURB (TC) AND/OR � -ABA �_ PUANY AS WE �.. I TOP OF WALK ELEVATIONS ARE 0.5' HIGHER THAN THE 8 4 fP6.75 ARE MEETING EXISTING Prepared For: 465.66 GRADES 111a ADJACENT FLOW LINE (FL) OR PAVEMENT (P) ELEVATIONS. / L : TP 465.10 6.84 ` 466. .92 I I I 11 2. IN ALL LOCATIONS WHERE ELEVATIONS ARE SHOWN AS f, 4 TP .0z 6.36 P467.23t 7W468.50 4 THE ELEVATION HAS BEEN DETERMINED BASED ON 46592 ¢� f 467.20 M 5'c3' 465.31 TP 46• 67,4 (� ''467.69t•W48e.45 INTERPOLATED GRADES FROM THE SURVEY. CONTRACTOR IS TP 4.92 gry ��6. e TP L4� �I T"`z I a I� TO VERIFY THESE GRADES PRIOR TO CONSTRUCTION OF ANY p485.40 TP F 4671 resz /` J� JFLL`TW468•so .. IMPROVEMENTS WITHIN THE PROXIMITY OF THESE 65.03 p�7.19t 6 .- INTERPOLATED GRADES AND REPORT THEM TO THE DESIGN a 488.00 8711 \ d8i 6 ... TN�46 47 466.26 TP 466.09 TO ��� _ '� ;' �� z 467.,3 s (ME) ENGINEER FOR VERIFICATION OF PROPOSED SLOPES PRIOR \ 13 E) � TO INSTALLATION OF PROPOSED IMPROVEMENTS. DESIGN 3 2' CURB TAPERS (TYP TP F L2 / AT ALL DEPRESSED �1 TO/TW/p TP 465.80 \ 0. °.. 68.01 ENGINEER IS NOT RESPONSIBLE FOR SLOPES OF PROPOSED CURB LOCATIONS) / r,�¢�.SS ¢65.35 TP tR'0 466, \ ...'�pN IMPROVEMENTS BASED ON THESE f GRADES WITHOUT TP 466.72 CONFIRMATION OF EXISTING ELEVATIONS AT TIME OF TGITW/P alRd AND coNRCR TP 6' TP I / T1M""•5511 CONSTRUCTION. / 45 465.60 SPI WAY TO ALLO WATER 3 L1, TP zoi 3. PAVING, SIDEWALK, AND CURBING IS NOT TO BE INSTALLED FROM DRIVE-THRU LANE P466.97t F 2 n _ �.•. / / a 00 a P465.73 TO DRAIN OUT 1//7W48670 P456.50 (ME) IN SUCH A WAY THAT IT WILL BLOCK THE FLOW OF WATER W p TO Q AWAY FROM THE BUILDING INCLUDING BUT NOT LIMITED TO G> N J 48 I Tc/P v� / WEEP HOLES, WICKS, DRAINAGE SCUPPERS OR PIPES, AND z 5 O l!J T 465.50 465.71 \ Q 7 N D_' TP \ . I e 4 I / LANDSCAPING. d Tn LL o O /i 1 d 4. ALL RETAINING AND/OR DECORATIVE LANDSCAPE WALLS OR � C7 / I .. d z ED ass.o� � M TCM/P460.75 ' I lI �l I CURBS SHOWN ON THIS PLAN, INCLUDING DETAILS AND O > >Q s - L (� TO 485.80 / ° ° 1 P486.954 SECTIONS, ARE TO ILLUSTRATE GENERAL LOCATION, LENGTH, u Q � 0 5.83 ass 465.79 ° _ d - gb, i8 j a` �T44666.70 ° (M� ti / AND HEIGHT. STRUCTURAL DESIGN, INCLUDING PROPER ` 0. p1 465.97 / .33 - %P465.90 - -�L .a 466:78 / 4ss 7s '� � P486.70 .00 I l DRAINAGE, TIE -BACKS, AND SHORING AS WELL AS 0 c N TP CS .. d" dO �F�° 65.7! 6.90 .d -Z OaN BOO j i • F� d" F� F �'° w I I CONSTRUCTION MEANS ARE NOT ADDRESSED AS PART OFA d J /iW/P�4ee:2s`"a• ' '° ° : dj .d ` P466.80 _ 5.16 °g 7.05 // / THESE PLANS. A STRUCTURAL ENGINEER SHOULD BE N LLI p N to a 9 / \ 5.9 Q ° 4687 4� ENGAGED BY THE GENERAL CONTRACTOR AS THEY DEEM 0 F a' \ \ \ EL6 d / d 1 0. TC�W� TC/IW/P466.90 P 5 / / a/ 68 40 NECESSARY. WATERMARK ENGINEERING RESOURCES ASSUMES LU O 3 44 / NO LIABILITY FOR THE DESIGN OR CONSTRUCTION OF ANY z I STRUCTURAL ELEMENT. W 465.86 \ A a/ / TP \ 1 Gy ... W4/663P486•`.!O ' P165,98 .. 38 P486.85 R P488.80 o DIN / 11 a a / \ i d.. TW48835.` TW.768 711466;@5 "7LAND6IGO op 9 d ° P468.o0 /..: PP468.os .. ,. 71Y468.30....dP466d95t I� w •� °_lll I STORM STRUCTURE TABLE is 4 ° ,95 ----- TW467.00 ��p,�p P�468:@et I I a I A STM AD RIM: 466.59' TW466.95 I 488.85 P466.75 J_ (ME)� I II I BOT OF 907 ELBOW: 464.59' y / ..$$3 / / Y TW486.95 TW466.90 TW466.90 / '15 466.00 TW467.00 1{ I Tw468.9s `.�..•,. STM AD RIM: 464.97 d 4 P .1 (M� //l 6.00 ° _ *ndyse �� !1 P466.65 CS2 JJ 11 IE 6" IRON OUT (N): 464.01' p 3 P485'S0 I TW467.00 5.19 ¢65.79 �, 90 FST FL2 4 11 © STM CB RIM: 464.95 2,456 SF �7'GD ss I ti/ / '469.85 IE 6" IRON OUT (N): 463.98' Prepared By: 46 , < $445.5- 7W468.95 I 4 5 / 4 /� / / o 5.80 I . • •:.. .,�.� //4 P 465.73 P40&W , �/�(/A (REAR W.I.B. OPTION -PREFERRED) ❑D STM AD RIM: 465.01' T / 3 F465.66 o ass zs F97 d ° I� 6' I FF4s7.00 { .2s /F IE 6' IRON OUT (S): 464.03' 46 TP 6 �, / / / / / 0 STM MH RIM: 467.55' 465.59 I TW466.95 P766.10 �I o a 4 / 3 FL2 ;' 64 /° (/�� IE 12" RCP IN (S): 460.13' -_ I P466.83 : � .:' / a ��/^� /9 a 56 (� Pc T oo J / Twassso -I I / / / / IE 12" RCP IN (N): 460.22' bz .%/ 465• M P d .3 1 I �W40 `" / IE 12" RCP OUT (E): 460.01' N N //T 3 462.53 L ST ° A 1 ------.:I' / ~ 0 III n /466.15 P465.57 � 465.18 -_ -- ---- 67J a XCG (ME% 465.57 TP .is v� _ P486.00 ��'S' / 'G - q l / ❑F STM CB RIM: 467.36' Iln. `i o FL2 P465.50 P468.40 a a -c 7 m a - , / IE 12" RCP OUT (N): 464.48' W FL2 ST 465.61 d d °.. d \ R48�.00 I o EP2 ST FL2 FL2 °" 9 d ° ''.P486.83 P &�1 /l / 71.37 ✓ 1X o 4 / / Pc 465.37 46 J al. d J /° P488.2o o/ / / 470.¢6 © STM MH RIM: 466.91' ♦ Q a // TP FL P / y74 d. IE 12" RCP IN (NW): 460.91'- 3 , FL PC��S ° � "J � .1 / ° "� _ 'd n � d.. (1P5.77 � / � L / / IE 12" RCP IN (N): 461.01' / j I 4Fe�.8524 P466.00 �P488.65- I -fl °.. P486.50 Pct .ss h / / /w/ 4 / °2 09 IE 12' RCP OUT (S): 460.75 •� a / FL PT �� - _ P488.50 P488. �P5.73 C�.85 / C'o �H STM CB RIM: 465.76' 00 FL PC iPssz FLs.4t 465.4 -�I P5.6a 5sr = - S� / / /�C'o / / / / IE 12" RCP OUT (SE): 462.89' It* 3 .z1 FL Pc kM1L96- �Lss.96 ST E .74 ��s.73 / �- oN/ / �j STM AD RIM: 466.30' � 1$8%9 .tP465.25 x.97 /// / / oHW E 8" IRON OUT (E): 463.30' ` P46563t(M� P465.90 �e'� P48550 Fn 4 / / / BOTTOM OF 90' ELBOW: 463.02' N P .21tME - 89 RIM 465.30 oN / - PT 5� 465.66 / G --0 1TP _ / STM AD RIM: 465.94' E ass.7z /`�' 3 465.8 \ FL1\46 \ 6 94t 4P5 72 TP 66 6.05 off O / 4 / �/ E 6' IRON OUT (S): 463.80' m I465.99 PC 9 FLi22 '06 PT FL1 G G G GRADING TP TP .25 /j/' �K STM CB RIM: 465.01' 46588 0 726 /TP P,22 Q)QcI 7z.1s IE 12' RCP OUT (E): 463.19' / o 4 G/ P r �� /�� ° STM CI RIM: 465.63' y 'U / \ / `� ' / / IE 8" RCP IN (N): 462.99' W /ONW p.34 / // i/ V- / /' �// / IF R" RCP IN (SF)- 46245 E -s6L-oNw -- // PT' 4��- 5.00 / FL1 FL1 - - - - - 496 . _ FLi'/ /4./73.68 473.20 OHW ------- ----- - - - ----- / = A.D.A. ACCESSIBLE ROUTE oJ J W W W N t0 LL LLcci K K N O W W N aOf 0 o go m m w l Z W Z LL c U 10 0 5 10 20 40 U C7 w W w w a F a 0 = W Of a U Of U ❑ ❑ ❑ w a GRADING PLAN C-3 i `IGNAL -STM EVU n'\. - o \ t EXISTING SINGLE STORY BUILDING 1950 MOHAWK BLVD _\ ° w BLOCK WALL SPRINGFIELD, OR 97477APPROXIMATE 1�ON OF / _. 3 O CONTRA VTAOO f� TO VERIFY LOCATIONTARY PROPOSED NEW AREA DRAINING R AND ELEVA'DON OF STUB PRIOR D SAME LOCATION S EXISTING AREA TO-GON�TRUCTION AND NOTIFY DRAIN PER CITY OF SPRINGFIELD DESIGN ENGINEER OF ANY STANDARD DETAIL '-- DISP ANCIES OR ISSUES WITH RIM 465.00 V. 461.66/� TI'I PROPOSED DESIGN #PROPOSED11 PER N OFRSPRINGFIELD M MANHOLE SPRINGFIELD STANDARD DETAIL 4-1 / y RIM 466 e d INV. 48161.20 75BCP Cl 92'-6" PVC SDR 2T INSTALL 105'2" POLY WATER SERVICE WITH 2" TAPPING SADDLE, L PROPOSED GREASE TRAP /1 IV AT L SANITARY SEWER AT GATE VALVE AND 2" METER BOX ,_ °� (SEE DETAIL SHEET C-9) - 0.53Z 1.00% MIN (SEE SHEET C-9 FOR DETAILS) / 1/ RIM 465.75 INV 461.80(WJN) STM C0� INV 461.55(E,OUn 2� SANIT � PVC SDR 26 9� / � I SEVER AT l.Or 3 101'-12" RCP - CL IV STORM AT 0.557 BLDG -468W PROPOSED AREA "9 6 PVC• SDR DRAIN/CB /4 PER CIN 26 ROOF DRAIN # / OF SPRINGFIELD 1.GOx MIN STANDARD DETAIL 4-11 RIM 465.30 / INV. 462.20 21056 CLEANOUT Dx s" 2.456 SF (REAR W.I.B. OPTION -PREFERRED) FF467.00 D.S. 14'-8" PVC SDR 26 ROOF DRAIN 1.00x 73'-6' PVC SDI 26 ROOF DRAIN AT 1.00% MIN �GONTRACTOR TO :;ORDINATE WITHCOMPANY \ / RE-ROOUT EO-SSUI E OAS N c -SER E GANNOTBE. =Z --- G - SERVICE ONE WILL NEED TO BE INSTALLED NW ONS � / &IS ()\A* oNW E I EE a w CONNECT TO EXISTING 8" 4 STUB AT INV = 459.701 rr �I 'Iluj ILI tACTOR TO COORDINATE WITH Y IC COMPANY TO /C�qq UTE/RE-USE ELECTRICAL SR�IICE IF POSSIBLE IF EXISTING `" $EC{44110E; CANNOT BE USED, A NEW /' NE /WILL NEED BE/a 106112 RCP-CL" IV AT / 0.52x /h DH y/" ppW la sll /l l l SPRINGREI { IM 461.00 / 6( INV. 461.75 STORM STRUCTURE TABLE FA STM AD RIM: 466.59' IE 8" IRON OUT (E): 464.94' 0 BOTTOM OF 90' ELBOW: 464.59' © STM AD RIM: 464.97' IE 6" IRON OUT (N): 464.01' © STM CB RIM: 464.95' IE 6" IRON OUT (N): 463.98' Q STM AD RIM: 465.01' LLcci IE 6" IRON OUT (S): 464.03' Q STM MH RIM: 467.55' N IE 12" RCP IN (S): 460.13' IE 12" RCP IN (N): 460.22' IE 12" RCP OUT (E): 460.01' � STM CB RIM: N 467.36' IE 12" RCP OUT (N): 464.48' © STM MH RIM: 466.91' tr IE 12" RCP IN (NW): 460.91' IE 12" RCP IN (N): 461.01' IE 12" RCP OUT (S): 460.75' �H STM CB RIM: N 465.76' IE 12" RCP OUT (SE): 462.89' ❑I STM AD RIM: 466.30' IE 8" IRON OUT (E): 463.30' ❑b BOTTOM OF 90' ELBOW: 463.02' �J STM AD RIM: W 465.94' IE 6" IRON OUT (S): 463.80' �K STM CB RIM: 465.01' IE 12" RCP OUT (E): 463.19' © STM Cl RIM: LL 465.63' IE B" RCP IN (N): 462.99' IE 8" RCP IN (SE): 462.45' IE 12" RCP OUT (SW): 462.25' SEWER STRUCTURE TABLE OA SAN MH RIM: 466.74' IE 8" RCP IN (W): 453.84' IE 8" RCP IN (E): 452.87' IE 12" RCP IN (S): 452.46' IE 12" RCP OUT (N): 452.44' 20 0 10 0 •. 80 GENERAL NOTES: 1. THESE PLANS ARE BASED ON THE TOPOGRAPHIC SURVEY DATED 2/15/2022) PREPARED BY: S&F LAND SERVICES 4858 SW SCHOLLS FERRY ROAD, SUITE A PORTLAND, OR 97225 (503) 345-0328 2. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONTACT THE DESIGN ENGINEER AND ARCHITECT TO VERIFY THAT THEY ARE WORKING FROM THE MOST CURRENT SET OF PLANS AND SPECIFICATIONS. VERTICAL DATUM NAVD88 BASED ON RAPID STATIC GPS OBSERVATIONS ON POINT 1 PROCESSED THROUGH OPUS RS HORIZONTAL DATUM. NAD83(2011) EPOCH 201000 BASED ON RAPID -STATIC GPS OBSERVATIONS ON POINT 1, PROCESSED THROUGH OPUS -RS PROJECTION: OREGON SOUTH ZONE, SCALED TO GROUND AROUND POINT 1, WITH A SCALE FACTOR OF 1.0000023004. TO OBTAIN GRID DISTANCES, DIVIDE THE SCALE FACTOR UNITS: INTERNATIONAL FEET UTILITY PLAN NOTES: 1. PRIOR TO CONSTRUCTION OF ANY UTILITIES, CONTRACTOR IS TO VERIFY THAT THE PROPOSED UTILITIES SHOWN ON THIS PLAN THAT ENTER THE PROPOSED BUILDING(S) CORRESPOND WITH THE UTILITIES ON THE PLUMBING PLANS AS THEY EXIT THE BUILDING(S). CONTRACTOR TO REPORT IN WRITING ANY DISCREPANCIES IN SIZE, LOCATION, OR INVERT ELEVATION TO THE DESIGN ENGINEER IMMEDIATELY FOR RESOLUTION OF THE CONFLICT IN WRITING. 2. GENERAL CONTRACTOR TO COORDINATE THE INSTALLATION AND PERMITTING OF THE PUBLIC UTILITIES, SUCH AS GAS, ELECTRIC, TELEPHONE, CABLE AND FIBER OPTICS, WITH THE PUBLIC UTILITY COMPANIES AND ARCHITECT PRIOR TO CONSTRUCTION. THE INSTALLATION OF THE PUBLIC UTILITIES AND NECESSARY SLEEVING TO BE INCLUDED AS PART OF GENERAL CONTRACTOR'S SCOPE OF WORK FOR THIS PROJECT. UTILrTY CROSSINGS C01 12" STM B/P - 461.17 6" SANITARY T/P - 460.88 12" STORM B/P = 461.73 1-1/2" WAITEB/P = 463.30 6" SANITARY T/P = 462.45 "PROVIDE WATRMAIN QUAUTY PIPE AND JOINTS WHERE VERTICAL SEPARATION REQUIREMENTS ARE NOT MET. UTILITY PLAN rt Prepared For: 0_' co Lu ED O ED Z,:N W> IL U) 0 0 O >� Z00� s - U Q ON (nt C (L s ' Q 0)LLI Q NON Lu0w oLu� L Prepared By: C-4 o 0 0J W J N W W LL LLcci 0 N w W w W � N tr tr < 0 N Z ❑b b W c W LL 0 Y Z (D LL W 0 O O w O m C-4 / E^ IGNAL _STM FUE EXISTING SINGLE STORY BUILDING 's:1 f ET PROTECTION 950 MO HAWN BLVDET ONLY (5 -LOC) BLOCK WALL SPRINGFIELD, OR 97477 P� / 714 _ PUP �4 LAI IT,X34 1 ,. 411 4-,° / R �s„ F — / R mI wb� 11 T.2 T 714 46769 l� _PC Ev PCV 4-71 Or TEMPORARY CONSTRUCTION ENTRANCE / / /V PTG TEMPORARY CONCRETE WASHOUT ARE WITH SIGNAGE 21056 4 f4 P ---- "a L�5, 2,456 SF (REAR W.LB. OPTION-PREFERRED)FF467.00° 71 PEI 77114 °° 4.41 IT FL I 14 PC llC res„IT TSftT FENCE (TYP.) .171 "171 Pc gyp.._ \o" i—w� 7i°�°/ / oNw LEGEND X . SILT FENCE INLET FILTER 20 0 10 0 41 80 --MA - GENERAL NOTES: 1. THESE PLANS ARE BASED ON THE TOPOGRAPHIC SURVEY DATED 2/15/2022) PREPARED BY: S&F LAND SERVICES 4858 SW SCHOLLS FERRY ROAD, SUITE A PORTLAND, OR 97225 (503) 345-0328 2. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONTACT THE DESIGN ENGINEER AND ARCHITECT TO VERIFY THAT THEY ARE WORKING FROM THE MOST CURRENT SET OF PLANS AND SPECIFICATIONS. VERTICAL DATUM: NAVD88 BASED ON RAPID -STATIC GPS ON POINT 1, PROCESSED THROUGH OPUS -RS NAD83(2011) EPOCH 2010.00 BASED ON ISERVATIONS ON POINT 1. PROCESSED THROUGH OPUS -RS PROJECTION: OREGON SOUTH ZONE, SCALED TO GROUND AROUND POINT 1, WITH A SCALE FACTOR OF 1.0000023004. TO OBTAIN GRID DISTANCES, DIVIDE THE SCALE FACTOR INTERNATIONAL FEET SOIL EROSION CONTROL PLAN v rt Prepared For: w m O� Z,:N W> ain� 1i00 O>< z00� U Q s — ON fnL C 0.s Q N w Q N zm o N 3: Lu am LuL Prepared By: l C-5 O O o LL J W J N W W N LL LL O N rK W W N < o N Z ❑ b b W W LL U Y Z W W U O O w O m C-5 70' MINIMUM EXISTING -PAVEMENT / FILTER FABRIC 8" MIN. EXISTING GROUND 70' MINIMUM b EXISTING PAVEMENT 20' MIN. BUT NOT LESS THAN THE FULL VIIDTH OF PROPOSED PERMANENT INGRESS OR EGRESS POINTS I 10 itPi1*4 1. STONE SIZE - ODOT COARSE AGGREGATE IN ACCORDANCE WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITYS EROSION AND SEDIMENT CONTROL MANUAL 2. THICKNESS - NOT LESS THAN EIGHT (8)INCHES. 3. FILTER FABRIC - SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITYS EROSION AND SEDIMENT CONTROL MANUAL 4. STONE PLACEMENT - THE STONES IN THE ENTRANCE SHALL BE PLACED ACCORDING TO THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITYS EROSION AND SEDIMENT CONTROL MANUAL 5. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 6. 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 DEVICE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHS, WATERCOURSES, OR SURFACE WATERS INCLUDING WETLANDS. 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE PLACE INLET B UNDER GRATE EROSION CONTROL 1. CONTRACTOR IS TO FOLLOW THE REQUIREMENTS OF THE "OREGON DEPARTMENT OF ENVIRONMENTAL QUALITYS EROSION AND SEDIMENT CONTROL MANUAL" CURRENT EDITION AND THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES). 2. SOIL EROSION CONTROL SYSTEMS SHALL BE CONSTRUCTED AS SHOWN ON THE SOIL EROSION CONTROL PLANS AND/OR AS SPECIFIED BY THE DESIGN ENGINEER, VILLAGE ENGINEER, APPOINTED SWPPP INSPECTOR, OR MUNICIPAL INSPECTOR. 3. PERIMETER EROSION BARRIER SHALL BE PLACED IN A MANNER THAT WILL INTERCEPT WATER BORNE SILT AND PREVENT IT FROM LEAVING THE AREA OF CONSTRUCTION. ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE WITH THE ENDS EXTENDING UPSLOPE. THE MAXIMUM SPACING OF POSTS SHALL BE 5 FEET. WHEN WIRE OR OTHER FORM OF APPROVED BACKING IS USED THE MAXIMUM SPACING MAY BE INCREASED TO 8 FEET. SPACING MAY NEED TO BE ADJUSTED SO THAT POSTS ARE LOCATED IN LOW AREAS WHERE WATER MAY POND. THE FILTER FABRIC AND WIRE SUPPORT, IF USED, MUST BE SECURELY FASTENED TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST ONE INCH LONG OR TIE 'ARES (10 GAGE MINIMUM). THE FABRIC SHALL NOT BE STAPLED OR WIRED TO THE WIRE SUPPORT OR TO EXISTING TREES. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITYS EROSION AND SEDIMENT CONTROL MANUAL THE FABRIC SHALL HAVE AN AOS OF AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN MATERIAL. 4. INLET FILTERS SHALL BE CONSTRUCTED OF A REPLACEABLE REINFORCED FILTER BAG SUSPENDED FROM A RETAINER RING OR FRAME. INLET FILTER SYSTEMS SHALL BE THE CATCH-ALL WITH OVERFLOW, AS FURNISHED BY MARATHON MATERIALS INC., OR PRE -APPROVED EQUAL. CARE SHOULD BE TAKEN WHEN MAINTAINING OR REMOVING THIS FILTER FABRIC BAG TO NOT ALLOW THE PREVIOUSLY TRAPPED DEBRIS TO ENTER THE STORM SEWER SYSTEM. 5. THE BED FOR RIP RAP SHALL BE TRIMMED AND SHAPED TO ALLOW THE FINISHED SURFACE TO CONFORM TO THE LINES SPECIFIED. AT THE TOE OF THE SLOPE, THE RIP RAP SHALL COMMENCE ON A CONTINUATION OF THE SLOPE AFTER EXCAVATION TO ACCOMMODATE THE FULL DEPTH OF FABRIC, BEDDING LAYER, AND RIP RAP SPECIFIED. 6. FILTER FABRIC IS REQUIRED UNDER STONE RIP RAP GRADATION 4, 5, 6 AND 7 FOR ALL USES, AND UNDER CONCRETE BLOCK, BROKEN CONCRETE, AND STONE OR BROKEN CONCRETE DUMPED RIP RAP WHEN USED FOR SOIL EROSION PROTECTION. 7. STREETS ARE TO BE CLEARED OF DEBRIS, AND SWEPT CLEAN OF SILT AND MUD DAILY. 8. SOIL EROSION CONTROL MEASURES ARE TO BE CHECKED BY QUALIFIED PERSONNEL AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER OR EQUIVALENT SNOWFALL AND REPAIRED IF NECESSARY. 9. ALL EROSION CONTROL PROTECTION SHALL BE KEPT IN PLACE UNTIL THE GROUND HAS BEEN STABILIZED AND THE PAVEMENT HAS BEEN INSTALLED. 10. ANY DISTURBED AREAS ON WHICH CONSTRUCTION ACTIVITIES HAVE STOPPED (PERMANENTLY OR TEMPORARILY) FOR 7 DAYS, MUST BE STABILIZED IN ACCORDANCE WITH NPDES REQUIREMENTS. 11. BUILT UP SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT HAS REACHED ONE- THIRD THE HEIGHT OF THE FENCE. 12. SILT FENCES SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. 13. THE SEDIMENT BASIN, IF PRESENT, SHALL BE INSPECTED FOR DEPTH OF SEDIMENT AT LEAST ONCE A WEEK. BUILD UP SEDIMENT SHALL BE REMOVED WHEN IT REACHES 25 PERCENT OF THE DESIGN CAPACITY. 14. CONTRACTOR TO COMPLY WITH FINAL STABILIZATION AND TERMINATION REQUIREMENTS OF THE SWPPP. 15. AT A MINIMUM, SILT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PHASE I AND PHASE II SOIL EROSION CONTROL PLANS. THEY SHALL ALSO BE INSTALLED ANYWHERE THAT THEY ARE NEEDED DURING CONSTRUCTION IN ORDER TO PREVENT EROSION AND SEDIMENT FROM BEING CARRIED DOWN STREAM. THIS IS THE GENERAL CONTRACTOR'S RESPONSIBILITY AND SHALL BE INSTALLED, RELOCATED, MAINTAINED, ETC. AS DIRECTED BY THE APPOINTED SWPPP INSPECTOR. EROSION CONTROL INSTALLATION AND MAINTENANCE IS TO BE A PART OF THE CONTRACT AND IS NOT AN EXTRA TO THE OWNER. 21056 a 16 LF. SILT FENCE 1 FRAME AND GRATE PER DETAIL MATERIAL GE07MLE x FABRIC < m FRAME MATERIAL f METAL POUT OR STAKE DIRECTION OF RUNOFF F OW MIN. z w v, r� �_-,. :� FABRIC ANCHORAGE TRENCH BACKFILL WTH TAMPED NATURAL SOIL NOTES: 1. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST WITH A MINIMUM CROSS-SECTIONAL AREA OF 3.0 SQ. IN. 2. STEEL POSTS SHALL BE STANDARD T AND U SECTIONS WEIGHING NOT LESS THAN 1.33 POUNDS PER LINEAR FOOT OR OTHER STEEL POSTS HAVING EQUIVILENT STRENGTH AND BENDING RESISTANCE. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY'S EROSION AND SEDIMENT CONTROL MANUAL. THE FABRIC SHALL HAVE AN AOS OF AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN MATERIAL. 3. STAKES ARE TO BE PLACED A MAXIMUM OF 3 FEET APART. 4. JOINTS IN GEOTEXTILE FABRIC ARE TO BE MADE AT STAKES. INLET PROTECTION CITY OF SPRINGFIELD CONSTRUCTION SEQUENCE 8.07 CONSTRUCTION SEQUENCE A detailed construction sequence is needed to ensure that erosion and sediment control measures are applied at the appropriate times. Prior to scheduling the pre -construction conference, the Engineer shall identify approximate dates of proposed activities and submit it to the City for review and approval. A recommended construction sequence is provided below: A. Conduct a pre -construction meeting. B. Flag or fence clearing limits. C. Install catch basin protection, if required. D. Grade and install construction entrance(s). E. Install perimeter protection (silt fence, brush barrier, etc.). F. Construct sediment ponds and traps. G. Grade and stabilize construction roads. H. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. I. Maintain erosion prevention and sediment control measures in accordance with City of Springfield standards and manufacturer's recommendations. J. Update erosion and sediment control measures to handle major change in site conditions. K. Cover all areas that will remain undisturbed for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting, or equivalent. L. Stabilize all areas within seven days of reaching final grade. M. Seed or sod any areas to remain undisturbed for more than 30 days. N. Upon completion of the project, stabilize all disturbed areas and remove 13MPs if appropriate. 1 I =-T NOTES: NOTES: 1. TOP FLANGE FABRICATED FROM 1 1/4" x 1 1/4" x 1/8" ANGLE BASE RIM FABRICATED FROM 1 1/2" x 1/2" x 1/8" CHANNEL. HANDLES AND SUSPENSION BRACKETS FABRICATED FROM 1 1/4" x 1/4" FLAT STOCK 2. ALL DOMESTIC STEEL IS TO CONFORM TO ASTM -A36. 3. SEDIMENT BAG IS TO BE FABRICATED FROM 4 OZ./SQ.YD. NON -WOVEN POLYPROPYLENE GEOTEXTILE REINFORCED 'ATH POLYESTER MESH WITH A MINIMUM FLOW RATE OF 145 GAL/MIN/SQ. FT. BAG IS TO BE DESIGNED FOR A MINIMUM SILT AND DEBRIS CAPACITY OF 2 CU. FT. BAG IS TO BE SECURED TO BASE RIM WITH A STAINLESS STEEL STRAP AND LOCK. INLET BASKET FILTER FOR TYPE 1 INLETS CITY OF SPRINGFIELD EROSION CONTROL CONSTRUCTION NOTES A. Approval of this ESCP does not constitute an approval of permanent road or stormwater system design (e.g., size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.). B. The implementation of this ESCP and the construction, maintenance, replacement, and upgrading of these erosion and sediment control (ESC) facilities is the responsibility of the contractor until all construction is approved and the project is accepted by the City. C. In the event the ESC facilities identified on the ESCP are not functioning properly, the contractor shall be responsible for immediately implementing changes to the ESCP as directed by the Engineer or his/her inspector. The Engineer, the inspector or the City may stop all construction activity on site until the erosion problem is corrected and all ESC facilities are functioning properly. If the contractor does not immediately implement changes to the ESCP identified by the Engineer or his/her inspector, the City may implement the necessary changes and require payment from the contractor prior to project acceptance by the City. D. The boundaries of the clearing limits shown on this ESCP shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The contractor shall maintain the clearing limits for the duration of the construction. E. The ESC facilities shown on the ESCP shall be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, stormwater systems, and adjacent properties is minimized. F. The ESC facilities shown on this ESCP are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). All changes to the ESCP shall be noted on the contractors and inspector's approved ESCP plan set. One updated ESCP plan set shall be kept on site at all times. G. 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 reviews during the dry season (May I to September 30). H. 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 I to September 30) shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). I. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within twenty-four hours following a storm event. J. At no time shall more than one foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. K. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. L. Any permanent flow control facilities used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. M. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two to three inches. N. In preparation for the wet season, all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City by September 15. The City can require seeding of additional areas in order to protect surface waters, adjacent properties, or stormwater facilities. Disturbed areas identified for seeding shall be seeded prior to the beginning of the wet season (October 1). RARE MESH REINFORCEMENT (OPTIONAL) GEOTEXTILE FABRIC DIRECTION OF RUNOFF FLOW ANCHORAGE BACKFILL WITH NATURAL SOIL NOTES: 1. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY i v rt GRADING WORK IN THE AREA TO BE PROTECTED. THEY SHALL BE o 61 0 0W MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN z W W N W W CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION. N LL 2. FENCE POSTS SHALL BE STANDARD STEEL POST 'ATH A MINIMUM Prepared For: CROSS-SECTIONAL AREA OF 3.0 SQ. IN. N 3. STEEL POSTS SHALL BE STANDARD T AND U SECTIONS WEIGHING NOT KK LESS THAN 1.33 POUNDS PER LINEAR FOOT OR OTHER STEEL POSTS W HAVING EQUIVILENT STRENGTH AND BENDING RESISTANCE. N 4. WIRE FENCE SHALL BE A MINIMUM 12 GAGE WIRE WITH A 6 INCH MAXIMUM OPENING. 5. GEOTEXTILE FABRIC SHALL MEET THE REQUIREMENTS OF THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITYS EROSION AND SEDIMENT CONTROL MANUAL. THE FABRIC SHALL HAVE AN AOS OF AT LEAST 30 Y FOR NONWOVEN AND 50 FOR WOVEN MATERIAL. Elf MAINTENENCE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH F Om O RAINFALL GREATER THAN 1/2" AND AT LEAST DAILY DURINGN W tYl U0 PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE LU D N _ > ATELY. IMMEDILU U Z 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TOd W � THE END OF THE EXPECTED USABLE LIFE AND THE BARRRIER STILL BE O> 2 p O NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. Gi Q O Z tY1 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. > s a1 THEY MUST BE REMOVED WHEN THE DEPOSITS REACH APPROXIMATELY U Q r= HALF THE HEIGHT OF THE BARRIER. Y0 N 0) 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE 0 O a OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO 0. so CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. N LLI N OM 5. AT A MINIMUM, SILT FENCE AND OTHER EROSION CONTROL MEASURES Z M co r SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PHASE I AND liJ o Z PHASE II SOIL EROSION CONTROL PLANS. THEY SHALL ALSO BE lL INSTALLED ANYWHERE THAT THEY ARE NEEDED DURING CONSTRUCTION Lu IN ORDER TO PREVENT EROSION AND SEDIMENT FROM BEING CARRIED DOWN STREAM. THIS IS THE GENERAL CONTRACTOR'S RESPONSIBILITY AND SHALL BE INSTALLED, RELOCATED, MAINTAINED, ETC. AS DIRECTED BY THE APPOINTED SWPPP INSPECTOR. EROSION CONTROL INSTALLATION AND MAINTENANCE IS TO BE A PART OF THE CONTRACT AND IS NOT y AN EXTRA TO THE OWNER. SILT FENCE DETAIL SILT FENCE x -x x-x-x-x� I 10' I 15'x10',2' DEEP „ OPEN CUT PIT x x -x -x -x -x -x It 15' SILT FENCE X 15' )( V30 MIL 2' POLYETHYLENE LINER 30 MIL. POLYETHYLENE LINER -'\--15'x10'x2' DEEP OPEN CUT PIT NOTES: 1) OPTIONAL USE OF A PORTABLE CONCRETE WASHOUT CONTAINER IS ACCEPTABLE NTH 30 MIL. POLYETHYLENE LINER. 2) CONCRETE WASHOUT SHOULD BE CONTAINED AT ALL TIMES. WASHOUT MATERIAL SHOULD NOT BE ALLOWED TO ENTER WATER BODIES, STORM SEWERS OR LEACH INTO THE SOIL UNDER ANY CIRCUMSTANCES. ANY WASTE SHOULD BE DISPOSED OF PROPERLY AND THE LOCATION OF THE WASHOUT SHOULD BE DESIGNATED WITH PROPER SIGNAGE. FAILURE TO COMPLY COULD RESULT IN AN INCIDENCE OF NONCOMPLIANCE (ION). CONCRETE WASHOUT AREA DETAIL SOIL EROSION CONTROL DETAILS AND SPECS Prepared By: C-6 o 0 0W W W N W W N LL LL O N KK W W N w Y Elf m Z F Om m W U Y W W 0 U o 0 W a C-6 rLAN rurc UULu NOTES: 1. PARKING STALLS ARE 9' APART, STARTING FROM FACE OF CURB TO PAINTED STRIPE. 2. FACE OF CURB DIMENSION IS 6" FROM BACK OF CURB. THE EDGE OF PAVEMENT IS 12" FROM FACE OF CURB. PARKING STALLS WITH BARRIER CURB (TYP.) PULL SIDE a 18' MIN. m 24" PREFERRED PULL SIDE r x PULL SIDE 2 a N OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 PAVEMENT MARKING LEGEND V V PARKING QP -a N0_��2-- PARKING 60' Pavement Marking Legend: White or Yellow, Retroreflective The "No Parking" pavement marking is used to designate an access aisle reserved for persons use parking with a DMV permit. This marking shall be required for all access aisles next to accessible parking spaces. Engineering judgement should be used for placement location to give best visual location to prevent illegal use of access aisle. Yellow may be used instead of white to increase contrast between access aisle white lines and the "No Parking' legend. Figure 7 21056 12 SECURE TO PIPE WITH 1/2' CADMIUM PLATED BOLTS, NUTS, AND WASHERS U.S. DOT R7 -8D SIGN SHALL BE TELSPAR SO. 14 GAUGE PUNCH SIGN POST PROVED EQUIVALENT. LINE OF GRASS/ PAVEMENT/SIDEWALK COMPACTED EARTH 1. WHERE A FINE IN EXCESS OF 5250 IS ESTABLISHED BY A MUNICIPALITY BY ORDINANCE IN ACCORDANCE WITH THE STATUTES, THE ACTUAL AMOUNT OF THE FINE SHOULD BE SHOWN 2. THIS PLATE MAY BE MOUNTED DIRECTLY BELOW THE I SIGN OR COMBINED WITH THAT SIGN ON A SINGLE 12 INCH BY 24 INCH PANEL 3. ONE IN EVERY SIX ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE SERVED BY AN ACCESS AISLE 8 FEET WIDE MINIMUM AND SHALL BE DESIGNATED 'VAN ACCESSIBLE'. 4. THE LOWEST BOTTOM EDGE OF THE LOWEST REQUIRED SIGN SHALL BE MOUNTED AT 60' ABOVE FINISHED GRADE. ACCESSIBLE PARKING SPACE SIGN DETAIL OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 CONTROL JOINT AT 4' O.C. EXPANSION JOINT AT 20' O.C. SIDEWALK FINISH DETAIL FOR ON-SITE WALKS ONLY. SEE JURISDICTIONAL REQUIREMENTS FOR WALK IN PUBLIC RIGHT-OF-WAY PAVEMENT MARKING STENCIL Background C (stroke width) A B Pavement Marking Background: optional: Blue, Retroreflective Pavement Marking Stencil: white, Retroreflective The pavement marking stencil shall be used to designate an accessible parking area reserved for vehicles with DMV permits. PLANTED 4 YELLOW STRI LEGEND NOTE: X=36 IN. MIN. IF Y=60 IN. O D E F G MINIMUM X=42 IN. MIN. IF Y=54 IN. STANDARD FRONT APPROACH HINGE SIDE APPROACHES LATCH SIDE APPROACHES SWINGING DOORS SWINGING DOORS SWINCING DOORS TYPICAL ACCESSIBLE LANDING AREA DETAIL OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 PAVEMENT MARKING LEGEND V V PARKING QP -a N0_��2-- PARKING 60' Pavement Marking Legend: White or Yellow, Retroreflective The "No Parking" pavement marking is used to designate an access aisle reserved for persons use parking with a DMV permit. This marking shall be required for all access aisles next to accessible parking spaces. Engineering judgement should be used for placement location to give best visual location to prevent illegal use of access aisle. Yellow may be used instead of white to increase contrast between access aisle white lines and the "No Parking' legend. Figure 7 21056 12 SECURE TO PIPE WITH 1/2' CADMIUM PLATED BOLTS, NUTS, AND WASHERS U.S. DOT R7 -8D SIGN SHALL BE TELSPAR SO. 14 GAUGE PUNCH SIGN POST PROVED EQUIVALENT. LINE OF GRASS/ PAVEMENT/SIDEWALK COMPACTED EARTH 1. WHERE A FINE IN EXCESS OF 5250 IS ESTABLISHED BY A MUNICIPALITY BY ORDINANCE IN ACCORDANCE WITH THE STATUTES, THE ACTUAL AMOUNT OF THE FINE SHOULD BE SHOWN 2. THIS PLATE MAY BE MOUNTED DIRECTLY BELOW THE I SIGN OR COMBINED WITH THAT SIGN ON A SINGLE 12 INCH BY 24 INCH PANEL 3. ONE IN EVERY SIX ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE SERVED BY AN ACCESS AISLE 8 FEET WIDE MINIMUM AND SHALL BE DESIGNATED 'VAN ACCESSIBLE'. 4. THE LOWEST BOTTOM EDGE OF THE LOWEST REQUIRED SIGN SHALL BE MOUNTED AT 60' ABOVE FINISHED GRADE. ACCESSIBLE PARKING SPACE SIGN DETAIL OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 CONTROL JOINT AT 4' O.C. EXPANSION JOINT AT 20' O.C. SIDEWALK FINISH DETAIL FOR ON-SITE WALKS ONLY. SEE JURISDICTIONAL REQUIREMENTS FOR WALK IN PUBLIC RIGHT-OF-WAY PAVEMENT MARKING STENCIL Background C (stroke width) A B Pavement Marking Background: optional: Blue, Retroreflective Pavement Marking Stencil: white, Retroreflective The pavement marking stencil shall be used to designate an accessible parking area reserved for vehicles with DMV permits. PLANTED 4 YELLOW STRI LEGEND DIMENSIONS (INCHES) A B O D E F G MINIMUM 28 24 3 STANDARD 41 36 4 Figure 6 YELLOW PAINTS[ ACCESSIBLE PARKING SPACE snaea ACCESSIBLE PARKING SIGN TO BE CENTERED ON PARKING STALL ACCESS AISLE NO PARKING SIGN ORI T 0 --i D.a^ f~� 000 I . O N O O O L Oo oO Oo o H - Ramp width Var. p,g^ Curb TRUNCATED DOME RAMP TEXTURE PATTERN DETAIL DETAIL Marked or intended crossing location General Notes 3 1. Place truncated dome detectable warning texture in the lower 2' of throat of ramp only. Arrange domes using in-line pattern with the direction of travel. Color of texture to be safety yellow. For construction of sidewalk ramps outside of public E right-of-way, check with State Building Codes for requirements regarding texturing of flares. 3 2. Sidewalk curb ramp slopes shown are relative to the true level horizon (zero bubble) 3. In alterations curb ramp slope(s) may be 10°/D for a max, rise of 6" or 12.5°/B for a max. rise of 3/4". Curb ramps, in alterations, need not exceed 6' in length. 4. Do not slope landing more than 2% in any direction. 5. Sidewalk ramp details are based on ORS 447.310 and prREVIBIEN oposed ADAAG Section 14, June 2D, 1994. N] °^*ETM DETECTABLE WARNING TEXTURE sr,LwaxD SPRINGFIELD DRAWIN ACCESSIBLE PARKING SIGN TO BE CENTERED ON PARKING STALL BE SET NOT LESS THAN 5' BUT NOT MORE THAN 9' ABOVE FINISH GRADE ACCESSIBLE PARKING SPACE DETAIL STOP SIGN (N.T.S.) SECURE TO PIPE I � WITH 1/2" CADMIUM I PLATED BOLTS, NUTS, AND WASHERS 120, OR AS REQUIRED � 1 � BY CODE w THE POSTS SHALL BE 0 TELSPAR 1-3/4" S0. 14 0j o GAUGE OWIK-PUNCH SIGN POST OR ~ o z APPROVED EQUIVALENT. ro I� CONCRETE o 'O PING (3' 0.C.) OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 SIGN DESIGN SIGN NO. R7-8 12" T� �z B RESERVED _,E PARKING ;_C 2 6 F&I. 9 BORDER .01 6 9.88 1.06 R-1.5" TH-0.375" N-0.375' Sign Background: White, Retroreflective sheeting Sign Legend: Green, Retroreflective sheeting Sign Symbol: White on Blue, Retroreflective sheeting Refer to Standard Highway Signs book for details. The Disabled Person parking sign is used to designate a parking area reserved for vehicles with DMV permit as stated. Figure 8 NOTE: TRAFFIC SIGNS TO BE HIGHWAY STANDARD AND TO CONFORM TO CURRENT STATE, LOCAL CODES AND REGULATIONS TRAFFIC SIGN DETAIL 13 OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 SIGN DESIGN SIGN NO. R7 -8P 3.25 VAN 2D ACCESSIBLE ;.5D 2.25 BORDER 3.19 11.63 I 3.19 R -I.5' TH=0.438" N-0.325" Sign Background: White, Retroreflective sheeting Sign Legend: Green, Retroreflective sheeting Refer to Standard Highway Signs book for details and dimensions. ACCESSIBLE PARKING SPACE SIGN SHALL OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 o 0 SIGN DESIGN SIGN NO. OR7-9 J 12" 2 1.5 J G 4 ACCESS AISLE �.SB SIGN NO. OR7-9a w w - 2 1 1 l i O 3c 1.06 10 PARKING 3B 5.B7 LL LLcci 1.5 �-_Ni I.°7 O BORDER 1 10 I BORDER 2.]2 6.55 2.73 R -I.5" R=1.25" TH-0.375" TH=0.325" N-0.375" N-0.325' Sign Background: White, Retroreflective sheeting K K Sign Legend: Red, Retroreflective sheeting Sign Symbol: White on Blue, Retroreflective sheeting w w Sign OR7-9a: Use when back of walk directly behind access aisle is not N r DFP]'. OF PUBLIC QUIRKS PEDESTRIAN ACCESS PATHS �,.,2z- G 3-30 2rina one side of pedestrian access ramp. The No Parking in Access Aisle sign is used to designate an access aisle reserved for persons use parking with DMV permit. Install sign in locations where "No Parking" pavement marking may not be visible regularly from aly �]mecr zoos CURB B° � Figure 11 16 FIN. GRADE; LINE OF GUTTER O ED m GRASS/PAVEMENT/SIDEWALK PAVING z - ❑ m COMPACTED EARTH U OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 SIGN DESIGN SIGN NO. R7-8 12" T� �z B RESERVED _,E PARKING ;_C 2 6 F&I. 9 BORDER .01 6 9.88 1.06 R-1.5" TH-0.375" N-0.375' Sign Background: White, Retroreflective sheeting Sign Legend: Green, Retroreflective sheeting Sign Symbol: White on Blue, Retroreflective sheeting Refer to Standard Highway Signs book for details. The Disabled Person parking sign is used to designate a parking area reserved for vehicles with DMV permit as stated. Figure 8 NOTE: TRAFFIC SIGNS TO BE HIGHWAY STANDARD AND TO CONFORM TO CURRENT STATE, LOCAL CODES AND REGULATIONS TRAFFIC SIGN DETAIL 13 OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 SIGN DESIGN SIGN NO. R7 -8P 3.25 VAN 2D ACCESSIBLE ;.5D 2.25 BORDER 3.19 11.63 I 3.19 R -I.5' TH=0.438" N-0.325" Sign Background: White, Retroreflective sheeting Sign Legend: Green, Retroreflective sheeting Refer to Standard Highway Signs book for details and dimensions. ACCESSIBLE PARKING SPACE SIGN SHALL OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 o 0 SIGN DESIGN SIGN NO. OR7-9 J 12" 2 1.5 J G 4 ACCESS AISLE �.SB SIGN NO. OR7-9a w w - 2 1 1 l i O 3c 1.06 10 PARKING 3B 5.B7 LL LLcci 1.5 �-_Ni I.°7 O BORDER 1 10 I BORDER 2.]2 6.55 2.73 R -I.5" R=1.25" TH-0.375" TH=0.325" N-0.375" N-0.325' Sign Background: White, Retroreflective sheeting K K Sign Legend: Red, Retroreflective sheeting Sign Symbol: White on Blue, Retroreflective sheeting w w Sign OR7-9a: Use when back of walk directly behind access aisle is not N r DFP]'. OF PUBLIC QUIRKS PEDESTRIAN ACCESS PATHS �,.,2z- G 3-30 2rina one side of pedestrian access ramp. The No Parking in Access Aisle sign is used to designate an access aisle reserved for persons use parking with DMV permit. Install sign in locations where "No Parking" pavement marking may not be visible regularly from aly �]mecr zoos The VAN -ACCESSIBLE sign shall only be used with sign R7-8 to designate the parking spaces that have an access aisle 8 ft or wider Figure 9 14 PROJECT DETAILS W il I Prepared For: I W co O z.D ED U0 N UJ N CL to rn 0 0 p O >Q ZED -6 I a1 UQ 0. w Y-0 (D NO3 c d N s ' Q 0)Uj 0 N�0 Q o LU am LU I Prepared By: I OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places August 2018 o 0 SIGN DESIGN SIGN NO. OR7-9 J 12" 2 1.5 J G 4 ACCESS AISLE �.SB SIGN NO. OR7-9a w w - 2 1 1 l i O 3c 1.06 10 PARKING 3B 5.B7 LL LLcci 1.5 �-_Ni I.°7 O BORDER 1 10 I BORDER 2.]2 6.55 2.73 R -I.5" R=1.25" TH-0.375" TH=0.325" N-0.375" N-0.325' Sign Background: White, Retroreflective sheeting K K Sign Legend: Red, Retroreflective sheeting Sign Symbol: White on Blue, Retroreflective sheeting w w Sign OR7-9a: Use when back of walk directly behind access aisle is not N available for sign placement and sign must be placed to one side of pedestrian access ramp. The No Parking in Access Aisle sign is used to designate an access aisle reserved for persons use parking with DMV permit. Install sign in locations where "No Parking" pavement marking may not be visible regularly from snow or sand. Place sign to have direct view from end of access aisle when w possible outside of accessible route. Figure 11 16 PROJECT DETAILS W il I Prepared For: I W co O z.D ED U0 N UJ N CL to rn 0 0 p O >Q ZED -6 I a1 UQ 0. w Y-0 (D NO3 c d N s ' Q 0)Uj 0 N�0 Q o LU am LU I Prepared By: I C-7 o 0 N Ee J w J N w w 10 LL LLcci O N K K w w N < w BE z O ED m w z - ❑ m U Y ( LLl w »>� w BE = Q U U ❑ ❑ ❑ W O C-7 M\xw,NCZ\ON �C\l3\S - W\O<Fi ZC MP�CY, S\OEWNX W\��H �S CN CEtY\\FR ClP\CPLD �W\OP\ANS j\, 5 uaN\1MUM EXP{3iS\ON 3C\NZSS ]Z ON CEK\ER NAPM. MATCH FY.PPNS\ON nAkNI. \N CURB NhI FO1111\6\E CURBSIDE SIDEWALK EWE O mom CUE® USING CURBSIDE SNEMNN WDM PFR 50.1 MAX. SLOPE NNS (5' IYPKAl) fi• 1V MA% SEOPE TO PROPEIOV 4". Q� II LOAMY SLIV OPE TO PROPERly LINE �1� F 2" MINIMUM OF 3/4" MINUS 'I—{ IY FIRM COMPACTED SUBGRADE COMPACTED To ROCK CRUSHED ROCK BALLAST 4" MINIMUM P.C. CONCRETE PLACED PRIOR TO STREET PAVEMENT SETBACK SIDEWALK 4H : 1V MAX SLOPE TO PROPERTY LINE BOEING IXTNG 50:1 TYPICAL VNSLOPE 501 MM. SLOPE PANNG CLIMB 8 GITEIIPUNIER SIMP WDM PER PS (4S' TPIOVJ SBOII WDM PFR PUNS (5 TYP W ,go .�R,`g�'� .. . ,. `ploy =\\ 6" MINIMUM LOAM LOAM `FIRM COMPACTED SUBGRADE = Y 2° MINIMUM OF 3/4" MINUS CRUSHED ROCK STREET CRUSHED ROCK PLACED PRIOR TOOSTREET PAVEMENT 4" MINIMUM P.C. CONCRETE NOTES I rJI W E DRIVEWAY (INCLUDING TRANSITION WING) — SHALL NOT CROSS PROPERTY LINE PROJECTION R- SAWCUT 4" DEEP (MIN) ASCLOSE _ TO THE CURB AS PRACTICABLE rW PROPERLY LINE PROJECTION- �GUTTEft BAR / L,_ ppVEMEM. CURB REMOVAL CURB REPLACEMENT FOR DRIVEWAY OR RAMP PLACEMENT WITH STANDARD CURB 4 " MAXIMUM 4 " MAXIMUM .� (1) SAWCUT 4" DE -P AS CLOSE (1) SAWCUT 4." DEEP AS CLOSE TO C.,RB AS PRACTICABLE TO CURB AS PRACTICABLE I EX15TlHG VU(rCR. RARI APPROAcn s Exisirye 'GUTTER BI _ J (2) BREAK (L) BREAK (3) REMOVE CURB (3) REMOVE AP ROACH DRILL 3/4 x 4 1/2" -OLES INTO EXISTING CONTRACTION PAT ^-UTTER BAR 24' O.C. - FILL -OLE WITH EPDXY AND INSERT 8 LONG #5 R -BAR INTO HO -E s/4" IIP (Ir REQ D) ' �PRIO< TC POURING AEW CURB, 'p -ROACH E%ISTIN X IXISTI G GOITCR BArI L- cDTrei BAR'I NOTES # NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, FTC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA # EXISTING GUTTER BAR SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL BY THE CITY * ALL SURFACES SHALL HAVE A BROOM FINISH. # CURB CUT WIDTH SHALL BE IN ACCORDANCE WITH PERMIT SIDEWALKS ACCESS RAMPS AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH 3450 PSI LAB STRENGTH 6.0 SACK MIX CONCRETE ALTERNATIVELY CURB CUTS MAY BE SAWED USING THE "PRECISION CUT° METHOD OR EQUIVALENT * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE * SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE AN CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI NB STRENGTH) 6.3 SACK MIX CONCRETE SIDEWALK CONSTRUCTION sTANDARD DRAWING 3-12 2003 REv13IDN BATE BY APPR. CITY OF SPRINGFIELD SPRINGFIELD DEPT. OF PLEI WORM CURB REMOVAL &REPLACEMENT 3TANDARU DRAWING ?—! 220031 TO #5 VERTICALS O ,.III^ roOxwEIE AI Peroutke City Engineer 2003 W Al P -111i City Engineer W03 EXTERIOR PARKING LOT LIGHTING NOTES 1. REFER TO SITE LIGHTING SUPPLIERS 2. PARKING LOT TO HAVE AN AVERAGE OF 4 - 6 FOOTCANDLES IN THE PAVED AREA UNLESS LOCAL CODES REQUIRE LESS 3. CONSULT WITH THE PARKING LOT LIGHT SUPPLIERS TO HAVE A PHOTOMETRIC SITE PLAN PREPARED 4. LIGHT POLE: 24'-0" HIGH, 4" DIAMETER LIGHT POLE TO BE FURNISHED AND INSTALLED BY - ELECTRICAL CONTRACTOR. POLE AND LUMINAIRE TO BE FURNISHED BY THE SAME MANUFACTURER POLE HEIGHT - 24'-0" POLE DIAMETER - 4" POLE TYPE - STEEL SQUARE POLE FINISH - BRONZE BOLT SIZE - 11" BOLT CIRCLE ANCHOR BOLTS - 1"06" W/ DOUBLE NUT AND WASHERS THROUGH THE INSIDE OF POLE. BASES MOUNTED DIRECTLY TO CONCRETE CAN CAUSE A MOISTURE BUILD-UP, AND DETERIORATION OF THE POLE'S STABILITY 4" PROJECTION - 10% SLOPE ANCHOR BOLT COVER BY LIGHTING SUPPLIER THE ANCHOR BOLTS .`.ly r a TO #5 VERTICALS O ,.III^ roOxwEIE 14" W J s 4 Ill1jp W J (7) #5 VERTICAL BARS 1PCIXAPACIFD R001G b Y,•o r 1f114Y(CgNCRE'IE LLcci ill � I �l l 0 RORIIMID6TYLP N r PVCAMPTOR 6aLVFlIrNIID PVC SF'AER PPE ASIW D3DM, 61Ni 96 2 -WAY SEWER CLEANOUT DETAIL K NOTES '�� • Valve boxes shall be centered - directly over the standpipe in N a vertical position. #3 HORIZONTAL • Valve boxtop shall be adjusted to meet the finished grade. NOTE: TIES ® 12" O.C. • PVC pipe shall be one A�°a. .d• COV) W or couplers. W Z REINFORCING BASED ON 90 MPH WIND AND I ° e o U0 F SO 2500 PSF SOIL BEARING PRESSURE. SEWER CLEANOUT L I 'j. j ­­ ZJZ SPRINGFIELD DETAIL R.O.W. PAVED a. ;4----i: Y � V LIGHTING SUPPLIER TO DETERMINE IF WIND W ... O SURFACE IL LOADS, SOIL BEARING OR LOCAL ORDINANCES G � o o NO REVISION DATE BY APPR. DIFFER AND ADJUST FOOTING ACCORDINGLY. - ---- I � OREGON N U O O W TI a 4-4a 1,1 K 0 WHEN POSSIBLE, LOCATE POLES ON OUTSIDE 1,a i a PERIMETER OF SITE .2021 I *- 7 I I V-6" MIN. VERIFY LOCAL CODES AND SOIL CONDITIONS 21056 EXTERIOR LIGHT POLE DETAIL RUMBLE (SEE DETAIL) SLOPED EDGE AROUND PERIMETER OF ISLAND. PAINT YELLOW. � ASPHALT (TYP.) -\ 2.0' 2.0' 6"x 6" #10 W.WI 3" 3" 3" 3" 3" 3" 3" 3" RUMBLE STRIP DETAIL RAISED CONCRETE ISLAND 2-24" DIA OPENINGS ALL PIPING N�00NU-SHRINK*,F4 BARS: AST IRON OR SCHEDULE 40 PVC 8", 18" LEGS MATCH UPSTREAM PIPE SIZE PER PLANS FOR INLET) _ ��r(;OUT PLUG INLET FROMKITCH ) c n1 OUTLET (TO INSPECTION MANHOLE) A HRINK GROUMLLARS CENTERED M SLAB (TYP.) 6. 4'-3" 4 4'-3" 6. 10'-0" CORNER BAR: PLAN NEW ALTERNATE DIRECTION OF 11211121111 #5 BARS AT PRECAST CONCRETE ADJUSTING 6" SPACING �I RINGS AS REQUIRED (USE SOLID MANHOLE CASINGS: TYP . II BARREL SECTIONS WHEN GREATER TYPE B OR EWA NEENAH R-1772 II 11'-10" THAN 12") L OUTLET (TO INSPECTION MANHOLE) 5'I10" 3'-10" -6" ALL PIPING CAST 4 IRON OR SCHEDULE (1(0 PVC 4" DIA. MIN. PPATCH TREAM E SIZE PER PLANS 1'-0"j `, FOR OUTLET) STONE ELEVATION I a, . Y- . ]I GREASE TRAP DETAIL N.T.S. ADDITIONAL REQUIREMENTS 1. MINIMUM UQUID HOLDING CAPAGTY: 1,750 GALLONS. 2. MINIMUM 28 -DAY CONCRETE STRENGTH: 4,000 PSI 3. MINIMUM RE -BAR COVER: 2 INCHES MARKINGS TO BE COLOR YELLOW. 30/ I� 8' 8" 6" ONET'J ('/ [R--,\ �J ®—SOL D�NUTRAOFACE BOLD" ING. FONT. REFER TO PLANS FOR LETTERING LOCATION(S). PAVEMENT MARKING DETAIL 3 NO SCALE A, -D" MARKINGS TO BE COLOR YELLOW. ���H `-�" "-`-'1\��(p 8" HIGH YELLOW LETTERING SOLD V V JulD V DDO V V FOR NT. REFER TOCPLANS• LOCA11ON(S). PAVEMENT MARKING DETAIL 2 NO SCALE CONCRETE (SEE SPECIFICATIONS FOR STRENGTH) 1/2" FOR DEPRESSED CURB ONLY 6" MINIMUM ----___ VARIES ELEVATION TO MATCH DEPTH OF PAVEMENT SECTION OR 18" BELOW TOP OF CURB, WHICHEVER IS GREATER. 6" Be DEPRESS REBAR 1-1/2" TO PROVIDE COVER IN R-1" DEPRESSED CURB AREAS. 6" TYPICAL REVEAL (SEE PLANS FOR VARYING CONDITIONS) PROPOSED PAVEMENT (SEE DETAIL) 2-#4 REBAR 2" COMPACTED BASE, (CONTINUOUS) 3/4" CRUSHED STONE SEE SPECIFICATIONS FOR WITH FINES COMPACTION REQUIREMENTS TYPE "C" BARRIER CURB 1. PROVIDE 1/2" EXPANSION JOINTS EVERY 45' O.C. 2, PROVIDE HAND TOOLED CONTRACTION JOINTS EVERY 15' O.C. PROJECT DETAILS i rt I Prepared For: I W N O LU ED U0 Z,(DN -J OU N UJ N d (nC 00 O >Q ZED= s 0 U Q LL �w Y 0C:c Nt c d NOu ' O Q NLLI O 0) 2i Q O LU0Tn oCo), W� I Prepared By: I SEWER CLEANOUT SURFACE DETAIL r O O o roOxwEIE 14" W J W J N 1PCIXAPACIFD R001G b Y,•o r 1f114Y(CgNCRE'IE LLcci EA6r NiIX1 VAWETN)% 0 RORIIMID6TYLP N r PVCAMPTOR 6aLVFlIrNIID PVC SF'AER PPE ASIW D3DM, 61Ni 96 2 -WAY SEWER CLEANOUT DETAIL K NOTES • Valve boxes shall be centered - directly over the standpipe in N a vertical position. • Valve boxtop shall be adjusted to meet the finished grade. • PVC pipe shall be one continuous piece with no bells W or couplers. 0 W tiEOPRO FFf SO SO SEWER CLEANOUT Z ­­ OIII N EFsio SPRINGFIELD DETAIL R.O.W. PAVED U Y W SURFACE IL G � o NO REVISION DATE BY APPR. STANDARD `ryALAN QP� OREGON DRAWING U O O W O a 4-4a .2021 CONCRETE (SEE SPECIFICATIONS FOR STRENGTH) 1/2" FOR DEPRESSED CURB ONLY 6" MINIMUM ----___ VARIES ELEVATION TO MATCH DEPTH OF PAVEMENT SECTION OR 18" BELOW TOP OF CURB, WHICHEVER IS GREATER. 6" Be DEPRESS REBAR 1-1/2" TO PROVIDE COVER IN R-1" DEPRESSED CURB AREAS. 6" TYPICAL REVEAL (SEE PLANS FOR VARYING CONDITIONS) PROPOSED PAVEMENT (SEE DETAIL) 2-#4 REBAR 2" COMPACTED BASE, (CONTINUOUS) 3/4" CRUSHED STONE SEE SPECIFICATIONS FOR WITH FINES COMPACTION REQUIREMENTS TYPE "C" BARRIER CURB 1. PROVIDE 1/2" EXPANSION JOINTS EVERY 45' O.C. 2, PROVIDE HAND TOOLED CONTRACTION JOINTS EVERY 15' O.C. PROJECT DETAILS i rt I Prepared For: I W N O LU ED U0 Z,(DN -J OU N UJ N d (nC 00 O >Q ZED= s 0 U Q LL �w Y 0C:c Nt c d NOu ' O Q NLLI O 0) 2i Q O LU0Tn oCo), W� I Prepared By: I C-8 U) J W U W 0 - O O o W J W J N W W LL LLcci 0 N K K WULI � N W mZ 0 W ❑ SO SO Z ­­ ULI U Y W IL U O O W O a C-8 U) J W U W 0 - 2" X MILD RIC2F PROOF' GRATE FRAME AS APPROVED BY ENGINEER. ITIET 16 3/4" = J 35 114" e�z° MILDIrrIIIr E HE_IJI�I LJ _ 161/4.. FABRICATED STEEL FRAME ]�� ELL -H ] GRATE FRAME ANO GRATE �_IIIJJ� 3B" ARFA DRAIN CATCH BASIN L GRATE FRAME AND GRATE 6" 6° 6" 3B" STREET DRAIN CATCH BASIN 4, a .y� o c a "° PIPE ZONE n n n SEE caner \ o R BELOW o D FE Ej JP I OOOPSI+ CLASS 11A" CONCRETE ENCASEMENT MAY BE POURED LOAD FACTOR 3.0 v i0 Full TRENCH WIDTH �� 1 1 diM1 Bc � PIPE ZONE MATERIAL Bc+6 MIN. REINFORCING SHALL BE:d MINIMUM STEEL BAR e � 2 ABOVE PIPE SANITARY SEWERSTORM SEWER a;'¢w w 2500 PSI CONCRETE TIGHT JOINT PIPE OPEN d01NTED ME PLASTIC PIPE PERFORATED PIPE 6w Td's, b PEA ROCK ROUND ROCK n BLEND (PEA ROCK )I SANG 3 6" MIN. DIAMETER CRUSHED ROCK 3/4" MAX. DIAMETER eOoulaOoElr iRiucx ISLuiiRai To�/i �, E > OR IN THE TRAVEL LANE 3/4"- 0" CRUSHED ROCK \y LOAD FACTORS eEINFORCED P= L% - 4.6 40 n REINFORCED P = 0.40% - 3.4 0 o a o PLAIN 2.6 n n oc a n PIPE ZONE CI ASS "R" SEE CHART c " ABOVE D BY - OUTSIDE DIAMETER OF PIPE D - NOMINAL PIPE SIZE" G R - FILL BELOW PIPE (SEE TABLE) 1 _ P - AREA OF TRANSVERSE STEEL IN THE CRADLE V OR ARCH EXPRESSED AS A PERCENTAGE OF AREA e nlb D Lb b, a nWP o OF CONCRETE AT INVERT OR CROWN. TABLE OF FILL DEPTH BELOW PIPE O FTRTM° POT CLASS "C" 3/e'- o" CRUSHED ROCK o - 27' 3- 30, - 60" 4" 66' + 6" CITY OF SPRINGFIELD KIANDARO DEPT, OF PUBLIC WORKS TYPICAL J�IHRINKT 225 11FTE STEEET PIPE ZONE AND PIPE BEDDING SF UJN UI, OR. R,,,> 4-17 me. A.Dwc 21056 1' 1' CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FIFTH STREET SFRMGYTBID, Da. B]1Y'l CATCH BASIN srarvDareD mNa 4-11 CP EODAL -m NEW WATER ^ Z': � RING ......N08@ ��ss _ JUNE 4, a .y� o c a "° PIPE ZONE n n n SEE caner \ o R BELOW o D FE Ej JP I OOOPSI+ CLASS 11A" CONCRETE ENCASEMENT MAY BE POURED LOAD FACTOR 3.0 v i0 Full TRENCH WIDTH �� 1 1 diM1 Bc � PIPE ZONE MATERIAL Bc+6 MIN. REINFORCING SHALL BE:d MINIMUM STEEL BAR e � 2 ABOVE PIPE SANITARY SEWERSTORM SEWER a;'¢w w 2500 PSI CONCRETE TIGHT JOINT PIPE OPEN d01NTED ME PLASTIC PIPE PERFORATED PIPE 6w Td's, b PEA ROCK ROUND ROCK n BLEND (PEA ROCK )I SANG 3 6" MIN. DIAMETER CRUSHED ROCK 3/4" MAX. DIAMETER eOoulaOoElr iRiucx ISLuiiRai To�/i �, E > OR IN THE TRAVEL LANE 3/4"- 0" CRUSHED ROCK \y LOAD FACTORS eEINFORCED P= L% - 4.6 40 n REINFORCED P = 0.40% - 3.4 0 o a o PLAIN 2.6 n n oc a n PIPE ZONE CI ASS "R" SEE CHART c " ABOVE D BY - OUTSIDE DIAMETER OF PIPE D - NOMINAL PIPE SIZE" G R - FILL BELOW PIPE (SEE TABLE) 1 _ P - AREA OF TRANSVERSE STEEL IN THE CRADLE V OR ARCH EXPRESSED AS A PERCENTAGE OF AREA e nlb D Lb b, a nWP o OF CONCRETE AT INVERT OR CROWN. TABLE OF FILL DEPTH BELOW PIPE O FTRTM° POT CLASS "C" 3/e'- o" CRUSHED ROCK o - 27' 3- 30, - 60" 4" 66' + 6" CITY OF SPRINGFIELD KIANDARO DEPT, OF PUBLIC WORKS TYPICAL J�IHRINKT 225 11FTE STEEET PIPE ZONE AND PIPE BEDDING SF UJN UI, OR. R,,,> 4-17 me. A.Dwc 21056 PIPE O.D. 1' 1' INurvDFOUNDENODANC. CENTER ONE STICK OF WATER LINE NEW WATER LINE AT CP EODAL -m NEW WATER ^ Z': � RING ......N08@ ��ss _ JUNE WVER ..,....NO. BMS / MINUS SS 6" COMPACTED 3/ EX MINUS MINUS OR CDF AS SS 6 MIL PLASTIC SHIELD r.. REQUIRED SEE NOTE 4 SEE NOTE 3 BELOW BELOW EXIS77NG SEWER CENTER ONE STICK OF NEW SEWER LINE AT 4 ' NEW WATER LINE EXISTING WATER LINE O REBAR 11100% STANDARD DRAWING NOTES: SLEEVE(SEE NI OTHOOP 10 P T EFOLYMER SEALWT OG B'MI 4. IF THE UTILITY SEPARATION BELOW THE WATER LINE CAN NOT ACCOMMODATE COMPACTION EFFORTS, AT WINE S FRAME WVERTOP& B, '✓I WATER DIVISION STANDARD DRAWING BDTION DRAWN BY: LSB WATER LINE INSTALLATION W1.23.1 REFER TO STANDARD ALL SCALE: N.T.S. OVER SEWER CONSTRUCTION JOINTS ENGINEERING: I REVISED: 3-25-2021 y1 NALLBEMORTMEDVVENH THE SPECIFICATION REFERENCE(S), IF PROVIDED, IN THIS STANDARD ARE FOR INFORMA IIONAL PURPOSES 6 NONSNRINKGRGR SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD. 597-6000 REVISED:1-21-2021 ENGINEERING: I(,TL sBNINCPLBcn uralTV BOARD 597-6010 SPECIFICATION NOTE: THE SPECIFICATION REFERENCE(S), IF PROVIDED, IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD. STANDARD DRAWING NOTES: 1. THIS STANDARD PERTAINS TO EXIS77NG SEWER LINES AND NEW WATER LINE CONSTRUCTION ONLY. IF loi EXPECTATION THAT THE SEWER FACIL177ES WILL BE INSTALLED UNDER THE WATER LINE. ANY EXCEPTION TO THIS CONFIGURATION WILL REQUIRE PRIOR APPROVAL BY SUB WATER 2. ALL WATER LINE AND SEWER LINE CROSSINGS SHALL CONFORM TO O.A.R. 333-061-0050. J. SUB WATER ENGINEERING MUST APPROVE OF ALL WATER LINE AND SEWER LINE CROSSINGS, REGARDLESS OF ORIENTATION, PRIOR TO CONSTRUCTION. 16 2 NONSTOCK 2" METER GASKET 17 4 NONSTOCK X," x 2 YJ" STAINLESS STEEL BOLTS 18 LF G64TJN110E GOOT 8" VALVE TILE 19 NSEALOR VNWAMLE 2" BRASS STREET ELL K,, nPgPROVED III 1 NONSTOCK 2" PVC SCHEDULE 80 THREADED CAP Y (D l NOTES Ilplrr I I. AL%PECONNECTIOFB TO MANHOLES SWll1 111 BECOREDRIUEDUPTO w m 12- - Q O = w 2. ALLPIPECONNECTIONS Q O GREnhliTHANir n[cH. 1.1 ❑ SHALL BECONNECTEDAS ❑ vPRI - DIRECIEDBY(OPPj ENGINEER IN THE FIELD, a 1'e OR, EYSTAMPED PRE CAST BASE AND .44 BARBELL t DRVWINGAWIiJ4EBGYTHEOWENGINEER. V. SLEEVE: UBEPFPRAMED POLYMER SEAIPNT MATERIK. PfEFERREG 2T'TS. NOPE OR OTHER AS APPRCI BY ENGINEER. 0. SEESTO INW44AFOR FRAMEAPIOSTMENT DETAIL. OSPRINGF� STANDARD MANHOLE &ON REVISION pgTE BT PPPR.Be•,ND STMDNO OREGON 4-1 Fl(POATE 1231m, 21722 PIPE O.D. 1' 1' EXISTING CENTER ONE STICK OF WATER LINE NEW WATER LINE AT CROSSING —— — 4 -m NEW WATER ^ Z': � Ul L;�j ��ss _ JUNE ul OMPACTED / MINUS SS 6" COMPACTED 3/ EX MINUS MINUS OR CDF AS SS 6 MIL PLASTIC SHIELD r.. REQUIRED SEE NOTE 4 SEE NOTE 3 BELOW BELOW EXIS77NG SEWER CENTER ONE STICK OF NEW SEWER LINE AT CROSSING NEW WATER LINE EXISTING WATER LINE EXISTING SEWER NEW SEWER STANDARD DRAWING NOTES: 1. ALL WATER LINE AND SEWER LINE CROSSINGS SHALL CONFORM TO O.A.R. 333-061-0050. 2. SUB WATER ENGINEERING MUST APPROVE OF ALL WATER LINE AND SEWER LINE CROSSINGS, REGARDLESS OF ORIENTATION, PRIOR TO CONSTRUCTION. J. A 6 MIL PLASTIC SHIELD SHALL BE PLACED BETWEEN THE CDF AND THE WATERLINE WITH WHICH IT COMES IN CONTACT. 4. IF THE UTILITY SEPARATION BELOW THE WATER LINE CAN NOT ACCOMMODATE COMPACTION EFFORTS, CDF WILL BE REQUIRED TO FILL THE EN77RE VOID BETWEEN U77LI77ES. SCALE: N.T.S.�CJ,�- B, '✓I WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB WATER LINE INSTALLATION W1.23.1 REFER TO STANDARD CONSTRUCTION: SCALE: N.T.S. OVER SEWER WATER DIVISION STANDARD DRAWING ENGINEERING: I REVISED: 3-25-2021 SPECIFICATION NOTE: THE SPECIFICATION REFERENCE(S), IF PROVIDED, IN THIS STANDARD ARE FOR INFORMA IIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD. NEW WATER LINE TRENCH CENTER ONE S77CK OF WATER LINE AT CROSSING 4000 PSI CONCRETE PART No. #4 REBAR 1 1 ��ss _ 2 NOEXIS77NG Z SEWER LINE NO 2" CLEAR 3 TYP. 3 CZ AV 10' MIN. 10' MIN. PLAN VIEW 10' MIN. 10' MIN. EXISTING SEWER LINE z 4000 PSI CONCRETE 4000 PSI CONCRETE g ✓ EX SEWER LINE'd #4 REBAR — �v A < SEWER TRENCH S LINE _. d LF 567-0200 4 REBAR g NEW WATER LINE ll WL j il L— �3/ MINUS z ._ i NEW WATER LINE TRENCH PROFILE VIEW PROFILE VIEW ALONG WATER LINE ALONG SEWER LINE REFER TO STANDARD DRAWING NOTES ON BACK SCALE: N.T.S. - �� �I WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB NEW WATER LINE UNDER W1.23 CONSTRUCTION: 11 EXISTING SEWER 597-6000 REVISED:1-21-2021 ENGINEERING: I(,TL sBNINCPLBcn uralTV BOARD 597-6010 SPECIFICATION NOTE: THE SPECIFICATION REFERENCE(S), IF PROVIDED, IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD. STANDARD DRAWING NOTES: 1. THIS STANDARD PERTAINS TO EXIS77NG SEWER LINES AND NEW WATER LINE CONSTRUCTION ONLY. IF BOTH WATER & SEWER INFRASTRUCTURE ARE NEW, OR THE WATER LINE IS EXISTING, IT IS SUB'S EXPECTATION THAT THE SEWER FACIL177ES WILL BE INSTALLED UNDER THE WATER LINE. ANY EXCEPTION TO THIS CONFIGURATION WILL REQUIRE PRIOR APPROVAL BY SUB WATER 2. ALL WATER LINE AND SEWER LINE CROSSINGS SHALL CONFORM TO O.A.R. 333-061-0050. J. SUB WATER ENGINEERING MUST APPROVE OF ALL WATER LINE AND SEWER LINE CROSSINGS, REGARDLESS OF ORIENTATION, PRIOR TO CONSTRUCTION. STAINLESS STEEL NUTS & BOLTS TIP. 17 17 Njr 16 4l 1 s 11,14 16 n n FITTING DETAIL 11 GRADE _ 12 ' STANDARD VALVE TILE AND LID INSTALLATION PER I✓� 15 WI. 16 WL 2" 0 LCOMPACTED 3/4 MINUS J ml NI JRED 6 aN K 15S.U.B CUSTOMER _ 15 INSTALL 3M DIRECT BURY SPLICE KIT PER 6 MANUFACTURER'S INSTRUCTIONS. TIP. ALL BELOW GRADE WIRE SPLICE LOCA77ONS REFER TO MATERIAL LIST AND NOTES ON BACK WATER DIVISION STANDARD DRAWING 2" METER INSTALLATION - Ma, 29, LUT. _m V oKc SPECIFICATION NOTE: W1.07 THE SPECIFICA PON REFERENCE(S), IF PROVIDED, IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT 1S THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLA PON PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY 07HER APPLICABLE STANDARD. NOTES: TURBINE METER SHOWN FOR CLARITY. TURBINE AND OMNI METERS INSTALL WIT THE SAME MATERIAL UST. • PART NO. FOR SUB INTERNAL USE ONLY S:\ERgineenRg\Standards\D,owlogs\WT 07-FF12-146 Pact - Ma, 29, 2021 - IO: 20am Plotted by cddb FF DWl No: FF12-146 PROJECT DETAILS Y rt Prepared For: w N O Lu CO Z,DN —J ()6 N UJ N d N alO O >< Z00� U Q s — Y� c NDO c 06 N DO F O Q coLu o N�� Q 0 LuC)U) am Prepared By: ISM10 U 13j a 4j 0 W OW O MATERIAL LIST No. QUAN. PART No. PART 1 1 516-2000 2" METER BOX 2 1 519-2000 2" x 3" BRASS NIPPLE 3 1 519-2000 2' x 12" BRASS NIPPLE 4 2 519-2002 METER FLANGE - 2" MF x 2" TO 5 1 546-0200 2' SQ. NUT GATE VALVE 6 LF 567-0200 2" POLY PIPE 7 1 574-0200 2" FUSION COUPLING (1 -AS REQUIRED) 8 2 574-0210 2" FUSION ADAPTER 9 1 574-2090 2" 90" FUSION BEND 10 1 591- 20 x2"SERVICE SADDLE 11 1 597-6000 910 VALVE BOX LID 12 1 597-6010 910 VALVE BOX 13 1 597-6020 SELF CENTERING VALVE COVER VC212 14 1 598-02 2" METER 15 LF NONSTOCK LOCATE WIRE 16 2 NONSTOCK 2" METER GASKET 17 4 NONSTOCK X," x 2 YJ" STAINLESS STEEL BOLTS 18 LF NONSTOCK 8" VALVE TILE 19 1 NONSTOCK 2" BRASS STREET ELL 20 1 NONSTOCK 2" PVC SCHEDULE 80 THREADED CAP • PART NO. FOR SUB INTERNAL USE ONLY S:\ERgineenRg\Standards\D,owlogs\WT 07-FF12-146 Pact - Ma, 29, 2021 - IO: 20am Plotted by cddb FF DWl No: FF12-146 PROJECT DETAILS Y rt Prepared For: w N O Lu CO Z,DN —J ()6 N UJ N d N alO O >< Z00� U Q s — Y� c NDO c 06 N DO F O Q coLu o N�� Q 0 LuC)U) am Prepared By: ISM10 U 13j a 4j 0 W OW C-9 O O NN BE J w J N w w tD u -LL cci O SO M N K Of w w N K O_ Q w Y BE Z O m m w z t- ❑ m Y (D W 111 w m < - Q O = w K Q O K O ❑ ❑ ❑ m LL C-9 PROJECT SPECIFICATIONS 1. CONTRACTOR IS TO FOLLOW ALL ORDINANCES AND REQUIREMENTS OF THE STATE, COMMUNITY, LOCAL DISTRICTS AND THE OREGON TRANSPORTATION COMMISSION. ALL PROPOSED IMPROVEMENTS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE " "AASHTO GUIDE FOR DESIGN OF PAVEMENT STRUCTURES" CURRENT EDITION. 2. THE CONTRACTOR SHALL INDEMNIFY WATERMARK ENGINEERING RESOURCES, LTD (THE DESIGN ENGINEER), ARCHITECT AND OWNER, THEIR AGENTS, ETC., FROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONDUCTING WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, SPECIFICATIONS, AND ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THIS DEVELOPMENT. 3. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS THAT ARE REQUIRED BY THE LOCAL AGENCIES. 4. PRIOR TO BID AND PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE SITE TO VERIFY THAT THERE ARE NO DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL CONDITIONS AT THE SITE. IF ANY DISCREPANCIES ARE FOUND, AT ANY TIME BEFORE OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IMMEDIATELY (BEFORE ANY ADDITIONAL IMPROVEMENTS ARE INSTALLED)IN ORDER TO OBTAIN WRITTEN CONFIRMATION BY THE DESIGN ENGINEER AS TO ANY REVISIONS THAT MAY NEED TO BE MADE TO THE PLANS. 5. PRIOR TO CONSTRUCTION, CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER AND ARCHITECT TO VERIFY THAT THEY ARE WORKING FROM THE MOST CURRENT SET OF PLANS AND SPECIFICATIONS. 6. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER, ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND ALL UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION 2 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION TO ARRANGE APPROPRIATE CONSTRUCTION INSPECTIONS. 7. THE MUNICIPALITY SHALL HAVE THE AUTHORITY TO INSPECT, APPROVE, AND REJECT THE CONSTRUCTION OF THE IMPROVEMENTS. 8. PRIOR TO CONSTRUCTION OF ANY IMPROVEMENTS, THE CONTRACTOR MUST CALL OREGON 811 FOR THE LOCATION AND STAKING OF EXISTING UNDERGROUND UTILITIES (GAS, ELECTRIC, TELEPHONE), 48 HOURS PRIOR TO DIGGING. 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING RECORD DRAWINGS PER THE MUNICIPALITY AND/OR ANY OTHER AGENCY REQUIREMENTS. ANY CHANGES TO THE DRAWINGS MUST BE REPORTED TO THE DESIGN ENGINEER BEFORE WORK PROGRESSES. 10. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING PLANS AS APPROVED BY THE MUNICIPALITY. 11. ALL QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE VERIFIED PRIOR TO CONSTRUCTION. IF DISCREPANCIES OCCUR, THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER IMMEDIATELY AND NO WORK IS TO BE DONE UNTIL APPROVED BY THE DESIGN ENGINEER. 12. ANY RESTORATION NEEDED BECAUSE OF CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST. 13. TRENCH BACKFILL MATERIAL, CRUSHED STONE OR LIMESTONE IS REQUIRED UNDER AND WITHIN TWO FEET (2') OF SIDEWALKS AND PAVED AREAS. THIS BACKFILL SHALL BE IN SIX INCH (6") LIFTS AND COMPACTED TO 95% STANDARD PROCTOR. 14. CONTRACTOR IS TO PROVIDE ALL TEMPORARY SIGNAGE AS REQUIRED BY THE OREGON DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES. 15. ALL EXISTING DRAIN TILES THAT ARE ENCOUNTERED ARE TO BE RESTORED TO THEIR ORIGINAL CONDITION OR REROUTED TO THE PROPOSED STORM SEWER SYSTEM. 16. RESTORATION OF EXISTING RIGHT-OF-WAYS IS TO BE COMPLETED WITH FOUR INCH (4") MINIMUM TOPSOIL AND SALT TOLERANT SOD UNLESS OTHERWISE NOTED. 17. THE WATER SYSTEM CANNOT BE SHUT DOWN WITHOUT CONSENT BY THE OWNER OF THE SYSTEM. 18. ALL FRAME ADJUSTMENTS SHALL BE MADE WITH PRE -CAST CONCRETE RINGS CONFORMING TO ASTM C-39 AND CANNOT EXCEED TWELVE INCHES (12"). 19. FRAMES SHALL BE SET WITH EZ STIKB (OR EQUAL) MATERIAL TO PREVENT LEAKAGE. 20. THE REINFORCED CONCRETE SECTIONS SHALL BE LAID IN MORTAR, SEALED WITH EXTERNAL SEALING BANDS, OR SEALED USING MASTIC JOINT SEALER. WHEN MASTIC JOINT SEALER IS USED, THE MATERIAL SHALL COMPLETELY FILL THE JOINT AFTER THE UNITS HAVE BEEN BROUGHT TOGETHER. 21. STEPS IN STRUCTURES SHALL BE MADE OF COPOLYMER POLYPROPYLENE PLASTIC WITH CONTINUOUS ONE HALF INCH (1/2") GRADE SIXTY (60) STEEL REINFORCEMENT, STEP PSI -PF, AS MANUFACTURED BY M.A. INDUSTRIES, INC., OR APPROVED EQUAL. STEPS TO BE SPACED SIXTEEN INCHES (16") ON -CENTER. 22. ALL INSTRUMENTS ARE TO BE PROPERLY CALIBRATED PRIOR TO CONSTRUCTION USE. 23. ALL PARKING LOT LIGHT POLES ARE TO BE CONSTRUCTED AT THE INTERSECTION OF PARKING LOT STRIPING OR IN LANDSCAPE AREAS WITH A MINIMUM OF 2' CLEARANCE BETWEEN THE BACK OF CURB AND THE EDGE OF THE PARKING LOT LIGHT BASE UNLESS OTHERWISE SPECIFIED. 24. GENERAL CONTRACTOR TO BECOME FAMILIAR WITH AND APPLY THE ADA MINIMAL REQUIREMENTS AND REPORT TO ARCHITECT/DESIGN ENGINEER ANY DISCREPANCIES BEFORE CONSTRUCTION. THIS INCLUDES, BUT NOT LIMITED TO, TRANSITIONS TO EXISTING CONDITIONS. 25. CONSTRUCTION MEANS, METHODS AND JOB SITE SAFETY IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. 26. PAVING, SIDEWALK, AND CURBING IS NOT TO BE INSTALLED IN SUCH A WAY THAT IT WILL BLOCK THE FLOW OF WATER AWAY FROM THE BUILDING INCLUDING BUT NOT LIMITED TO WEEP HOLES, WICKS, DRAINAGE SCUPPERS OR PIPES, AND LANDSCAPE. GRADING 1. GEOTECHNICAL REPORTS AS PREPARED BY OWNER (OR REPRESENTATIVE) SHALL BE REFERRED TO PRIOR TO EARTH MOVING AND/OR UTILITY CONSTRUCTION. 2. UNSTABLE SOIL SHALL BE REMOVED OR STABILIZED. 3. CONTRACTOR IS TO MAINTAIN A POSITIVE DRAINAGE PATTERN AT THE END OF EACH DAY. CARE SHOULD BE TAKEN TO INSURE THAT DRAINAGE IS NOT REROUTED OR BLOCKED IN A WAY THAT MAY BE INJURIOUS TO ADJACENT LAND. 4. THE SUB -BASE BELOW STRUCTURES, PAVEMENTS OR NEW STRUCTURAL FILL SHALL BE PROOF ROLLED. IF SOIL RUTS, PUMPS, DEFLECTS EXCESSIVELY OR EXHIBITS EXCESSIVE MOVEMENT OR MOISTURE, THEN THE UNSTABLE SOIL SHALL BE UNDERCUT AND REPLACED WITH STRUCTURAL FILL OR DISCING AND DRYING TO NEAR OPTIMUM MOISTURE SO SOIL CAN BE PROPERLY COMPACTED. THIS PROCESS IS TO BE OBSERVED BY A GEOTECHNICAL ENGINEER. 5. ALL FILLS SHALL BE PLACED IN 8" LIFTS COMPACTED TO A MINIMUM OF 98% STANDARD LABORATORY DENSITY PER ASTM D698 UNDER AND WITHIN INFLUENCE OF THE BUILDING, A MINIMUM OF 95% STANDARD LABORATORY DENSITY PER ASTM D698 UNDER AND WITHIN THE INFLUENCE OF ALL OTHER IMPERVIOUS AREAS, AND A MINIMUM OF 90% STANDARD LABORATORY DENSITY PER ASTM D698 IN ALL LANDSCAPE AREAS. 6. EROSION CONTROL SHALL BE PROVIDED PRIOR TO ANY DISTURBANCES. SEE EROSION CONTROL PLANS FOR ADDITIONAL SPECIFICATIONS AND DETAILS. 7. PROVIDE TOPSOIL RESPREAD PER THE FOLLOWING UNLESS OTHERWISE NOTED: A. 4" MINIMUM IN GRASS OR SOD AREAS. B. 6" MINIMUM IN PLANTING AREAS. C. 12" MINIMUM IN LANDSCAPE ISLANDS. 8. ALL TOPSOIL TO BE FRIABLE (NOT COHESIVE), WEED FREE, AND FREE OF ROCKS, LARGE ROOTS AND UNNATURAL DEBRIS. 9. ALL GRADING IS TO BE CONSTRUCTED TO WITHIN A TOLERANCE OF 0.10' OF THE PROPOSED ELEVATIONS. SEE PAVEMENT SPECIFICATIONS FOR PAVEMENT TOLERANCES. 21056 PAVEMENT 1. ALL PAVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE "AASHTO GUIDE FOR DESIGN OF PAVEMENT STRUCTURES", LATEST EDITION. 2. ALL BASE COURSE AND SUB -BASE AREAS SHALL BE COMPACTED TO 95% STANDARD LABORATORY DENSITY, PER O.D.O.T STANDARDS. BEFORE THE BASE COURSE MATERIALS ARE INSTALLED, THE SUB -BASE SHALL BE PROOF -ROLLED TO THE SATISFACTION OF THE ENGINEER, HIS AGENT, AND/OR THE SOILS ENGINEER. COMPACTION AND DENSITY TESTS SHALL BE TAKEN AT THE OWNER'S OPTION. 3. ALL CONCRETE TO BE MINIMUM 3500 PSI, SALT TOLERANT, 6 BAG MIX WITH A SPRAY ON SEALER. 4. EXPANSION AND CONTRACTION JOINTS SHALL BE TOOL FINISHED. 5. BINDER COURSE TO BE PLACED WHEN TEMPERATURE IS AT LEAST 407 AND RISING. SURFACE COURSE TO BE PLACED WHEN TEMPERATURE IS AT LEAST 457 AND RISING. 6. ALL PROPOSED PAVEMENT, SIDEWALKS, AND CURBS ARE TO BE CONSTRUCTED TO WITHIN A TOLERANCE OF 0.05' OF THE PROPOSED ELEVATIONS EXCEPT IN THE ACCESSIBLE STALLS OR ACCESSIBLE ROUTES. 7. PRIOR TO SEAL COATING, ALL ASPHALT AREAS ARE TO BE CLEAN AND DRY. ALL LOOSE MATERIALS ARE TO BE REMOVED. ALL GREASE TO BE REMOVED. ALL CRACKS ARE TO BE FILLED PER IDOT STANDARDS. ALL PAINTED STRIPING TO BE MODIFIED SHALL BE "BLACKED OUT" WITH BLACK PAINT (1 COAT MINIMUM, 2 COATS IF NECESSARY) ALLOWED TO THOROUGHLY DRY PER PAINT MANUFACTURER, PRIOR TO SEAL COATING. ALL AREAS THAT ARE ADJACENT TO THE SEAL COATED AREA ARE TO BE MASKED (I.E. SIDEWALKS, CONCRETE SURFACES, BRICK SURFACES, GUTTERS, CATCHBASINS/INLETS, ETC.) PRIOR TO SEAL COATING TO BE APPLIED. AIR TEMPERATURE TO BE 507 AND RISING. APPLICATION RATE TO BE SUCH THAT ALL SURFACES OF THE ASPHALT BEING COATED IS THOROUGHLY COVERED IN ONE COAT. SPRAYING IS NOT ALLOWED. ALL SEAL COATING SHOULD BE APPLIED BY SQUEEGEE OR BRUSHES. THE BITUMINOUS SEAL COATING MATERIAL SHOULD NOT BE ALLOWED TO ENTER STORM SEWERS AND SHOULD BE ALLOWED TO DRY AT LEAST 18 HOURS PRIOR TO VEHICULAR USE. CRACK FILLER AND SEAL COATING MATERIALS ARE TO BE FREE OF COAL TAR. SANITARY SEWER SPECIFICATIONS 1. ALL SANITARY SEWER PIPE SHALL BE EXTRA STRENGTH V.C.P. CONFORMING TO ASTM C-700 SPECIFICATIONS WITH ASTM C-425 JOINTS; OR D.I.P., MIN. CLASS 50, CONFORMING TO ANSI A-21.51 WITH ANSI A-21.11 JOINTS; OR P.V.C. PIPE CONFORMING TO ASTM D-3034 SPECIFICATIONS, SDR26 WALL THICKNESS AND ASTM D-3212 AND F 477 GASKET TYPE JOINTS OR ASTM D-2855 SOLVENT WELDED JOINTS. 2. ALL WATERMAIN QUALITY PLASTIC PIPE SHALL BE P.V.C. CONFORMING TO NSF STANDARD 14 AND: ASTM STANDARD D 2241 OR AWWA STANDARD C900 OR C905. JOINTING SHALL BE PRESSURE SLIP JOINTED. ELASTOMERIC SEALS (GASKETS) USED FOR PUSH -ON JOINTS SHALL COMPLY WITH ASTM STANDARD F477, AND SHALL BE PRESSURE RATED IN ACCORDANCE WITH ASTM D3139 OR ASTM D 3212. 3. DEFLECTION OF POLYVINYL CHLORIDE (PVC) PIPE SHALL NOT EXCEED 5.0% OF THE "BASE I.D." (INTERNAL DIAMETER) OF THE PIPE. "BASE I.D." SHALL BE CALCULATED IN ACCORDANCE WITH THE FOLLOWING: AVG ID = AVG OD - 2(1.06)T TOLERANCE PACKAGE _ (A^2 + B-2 + C"2)^(1/2) WHERE: A = OD TOLERANCE (ASTM D-3034) B = EXCESS WALL THICKNESS TOLERANCE = O.06T C = OUT -OF -ROUNDNESS TOLERANCE = 0.015 (AVG OD) T = MINIMUM WALL THICKNESS (ASTM D-3034) BASE ID = AVG ID - TOLERANCE PACKAGE DEFLECTION OF COMPOSITE PIPE ("TRUSS" PIPE) SHALL NOT EXCEED 3.0% OF THE AVERAGE INSIDE DIAMETER (ID) OF THE PIPE IN ACCORDANCE WITH ASTM D-2680. THE PIPE LINE SHALL BE TESTED FOR EXCESS DEFLECTING BY PULLING A "GO - NO GO" MANDREL THROUGH THE PIPE FROM MANHOLE TO MANHOLE. THE MANDREL SHALL BE SIZED IN ACCORDANCE WITH SECTION 31-1.11C (4), AND AS SPECIFIED IN THE SPECIAL PROVISIONS. A "DEFLECTOMETER" MAY ALSO BE USED TO CHECK AND RECORD DEFLECTION. WHENEVER POSSIBLE AND PRACTICAL, THE TESTING SHALL INITIATE AT THE DOWNSTREAM LINES AND PROCEED TOWARDS THE UPSTREAM LINES. WHERE THE DEFLECTION IS FOUND TO BE IN EXCESS OF ALLOWABLE TESTING LIMITS, THE CONTRACTOR SHALL EXCAVATE TO THE POINT OF EXCESS DEFLECTION AND CAREFULLY COMPACT AROUND THE POINT WHERE EXCESS DEFLECTION WAS FOUND. THE LINE SHALL THEN BE RETESTED FOR DEFLECTION. HOWEVER, SHOULD AFTER THE INITIAL TESTING THE DEFLECTED PIPE FAIL TO RETURN TO THE ORIGINAL SIZE (INSIDE DIAMETER) THE LINE SHALL BE REPLACED. 4. INFILTRATION OR EXALTRATION SHALL NOT EXCEED 100 GALLONS PER TWENTY-FOUR (24) HOURS PER MILE PER INCH -DIAMETER OF THE SEWER PIPE, FOR ANY SECTION OF THE SYSTEM AND AT ANY TIME DURING ITS SERVICE LIFE. TESTING IS REQUIRED PER THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS" CURRENT EDITIONS. 5. LEAKAGE TESTING FOR MANHOLES FOR WATER TIGHTNESS SHALL BE DONE IN ACCORDANCE WITH ASTM C969 -94 --"STANDARD PRACTICE FOR INFILTRATION AND EXFILTRATION ACCEPTANCE TESTING OF INSTALLED PRECAST CONCRETE PIPE SEWER LINES", VOL. 04.05, CHEMICAL RESISTANT MATERIALS, VITRIFIED CLAY, CONCRETE, FIBER -CEMENT PRODUCTS; MORTARS; MASONRY (1996)(NO LATER EDITIONS OR AMENDMENTS) OR ASTM C1244-93 "STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE PRESSURE (VACUUM) TEST", VOL. 04.05, CHEMICAL RESISTANT MATERIALS, VITRIFIED CLAY, CONCRETE, FIBER -CEMENT PRODUCTS; MORTARS; MASONRY (1996)(NO LATER EDITIONS OR AMENDMENTS) PRIOR TO PLACING INTO SERVICE. 6. ALL STRUCTURE LIDS SHALL BE IMPRINTED "SANITARY". 7. ALL FRAMES AND LIDS SHALL BE PER THE CITY OF SPRINGFIELD STANDARD DETAILS FOR CONSTRUCTION. 8. ALL FRAMES AND LIDS SHALL CONFORM TO ASTM A-48. 9. ALL SEWERS ARE TO BE INSTALLED FROM THE DOWNSTREAM END UPSTREAM. IF ANY CONFLICTS ARE ENCOUNTERED, THE DESIGN ENGINEER IS TO BE CONTACTED PRIOR TO TO THE INSTALLATION OF ANY PIPE. 10. FOR A DROP CONNECTION, THE DIAMETER OF THE DROP PIPE SHALL PREFERABLY BE LARGER THAN, OR OF THE SAME DIAMETER AS, THE ENTERING SEWER. THE MINIMUM DIAMETER OF THE DROP PIPE SHALL NOT BE SMALLER THAN THE DIAMETER OF THE ENTERING SEWER BY MORE THAN TWO NOMINAL DIAMETERS, PROVIDED THAT THE MINIMUM DIAMETER OF THE DROP PIPE SHALL NOT BE LESS THAN EIGHT INCHES (8"). 11. ALL FLOOR DRAINS SHALL DISCHARGE TO THE SANITARY SEWER. 12. ALL SANITARY SEWER BEDDING SHALL BE IN ACCORDANCE WITH THE TRENCH DETAIL AS INCLUDED IN THE PLANS. STORM SEWER SPECIFICATIONS 1. ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C-76 SPECIFICATIONS WITH ASTM C-443 FLAT GASKET JOINTS, OR ASTM C-361 "O-RING" JOINTS WHEN WATER MAIN QUALITY JOINTS ARE REQUIRED. 2. ALL PLASTIC PIPE SHALL BE P.V.C. WITH SDR26 WALL THICKNESS AND CONFORM TO D-3034 SPECIFICATIONS WITH ASTM D-3212 GASKET TYPE JOINTS. 3. ALL WATERMAIN QUALITY PLASTIC PIPE SHALL BE P.V.C. CONFORMING TO NSF STANDARD 14 AND: ASTM STANDARD D 2241 OR AWWA STANDARD C900 OR C905. JOINTING SHALL BE PRESSURE SUP JOINTED. ELASTOMERIC SEALS (GASKETS) USED FOR PUSH -ON JOINTS SHALL COMPLY WITH ASTM STANDARD F477, AND SHALL BE PRESSURE RATED IN ACCORDANCE WITH ASTM D3139 OR ASTM D 3212. 4. ALL STRUCTURE UDS SHALL BE IMPRINTED "STORM". 5. ALL FRAMES AND LIDS SHALL CONFORM TO ASTM A-48. 6. ALL SEWERS ARE TO BE INSTALLED FROM THE DOWNSTREAM END UPSTREAM. IF ANY CONFLICTS OR INFORMATION INCONSISTENT WITH SITE CONDITIONS ARE ENCOUNTERED, THE DESIGN ENGINEER IS TO BE CONTACTED PRIOR TO THE INSTALLATION OF ANYTHING. 7. ALL FRAMES AND LIDS SHALL BE PER THE CITY OF SPRINGFIELD STANDARD DETAILS FOR CONSTRUCTION UNLESS OTHERWISE SPECIFIED. 8. ALL DOWNSPOUTS AND FOOTING DRAINS SHALL DISCHARGE TO THE STORM SEWER. 9. ALL FLARED END SECTIONS (FES) ARE TO BE INSTALLED WITH TRASH GRATES. WATER MAIN SPECIFICATIONS 1. HORIZONTAL SEPARATION A. WATER MAINS AND SEWERS: WATER MAINS SHALL BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN, STORM SEWER, SANITARY SEWER, COMBINED SEWER OR SEWER SERVICE CONNECTION. B. WATER MAINS MAY BE LAID CLOSER THAN TEN FEET TO A SEWER LINE OR SEWER SERVICE CONNECTION WHEN: I) LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET; ii) THE WATER MAIN INVERT IS AT LEAST EIGHTEEN INCHES (18") ABOVE THE CROWN OF THE SEWER; AND ii) THE WATER MAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER. C. BOTH THE WATER MAIN AND SEWER PIPE SHALL BE CONSTRUCTED OF PUSH JOINT OR MECHANICAL JOINT DUCTILE IRON PIPE, PRESSURE PIPE, PRESTRESSED CONCRETE PIPE, OR PVC SDR18 PIPE WITH AWWA C-900 JOINTS, WHEN IT IS IMPOSSIBLE TO MEET (A) OR (B) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURE TESTED TO THE MAXIMUM EXPECTED SURCHARGE HEAD BEFORE BACKFILLING. 2. VERTICAL SEPARATION A. A WATER MAIN SHALL BE LAID SO THAT ITS INVERT IS EIGHTEEN INCHES (18") ABOVE THE CROWN OF THE DRAIN OR SEWER WHENEVER WATER MAINS CROSS STORM SEWERS, SANITARY SEWERS OR SEWER SERVICE CONNECTIONS. THE VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATER MAIN LOCATED WITHIN TEN FEET HORIZONTALLY OF ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATER MAIN PIPE SHALL BE CENTERED OVER THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANT FROM THE SEWER OR DRAIN. B. BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF PUSH JOINT OR MECHANICAL JOINT DUCTILE PIPE, PRESTRESSED CONCRETE PIPE, OR PVC PIPE, AND CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE PERPENDICULAR DISTANCE FROM THE WATER MAIN TO THE SEWER DRAIN LINE IS AT LEAST TEN FEET (10') WHEN: I) IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN (A) ABOVE; OR ii) THE WATER MAIN PASSES UNDER A SEWER OR DRAIN. C. A VERTICAL SEPARATION OF EIGHTEEN INCHES (18") BETWEEN THE INVERT OF THE SEWER OR DRAIN AND THE CROWN OF THE WATER MAIN SHALL BE MAINTAINED WHERE A WATER MAIN CROSSES UNDER A SEWER. SUPPORT THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND BREAKING THE WATER MAIN. 3. WATER MAINS AND SERVICES SHALL BE CONSTRUCTED SO THAT THE MINIMUM DEPTH IS THREE FEET (3') MEASURED FROM FINISHED GRADE TO THE TOP OF THE PIPE, UNLESS OTHERWISE SPECIFIED AND/OR APPROVED BY THE REVIEW ENGINEER. 4. ALL WATER MAIN FITTINGS MAY OR MAY NOT BE SHOWN ON THE PLANS AND SHOULD BE INCLUDED IN THE COST OF THE WATER MAIN ITSELF FOR BIDDING PURPOSES. ALL WATER MAIN SHALL BE DUCTILE IRON CLASS 52 CEMENT LINED CONFORMING TO ANSI A-21.51 WITH ANSI A-21.11 JOINTS, OR TYPE "K" COPPER PIPE WITH SWEATED JOINTS, OR POLYETHYLENE (PE) PIPE PER THE SPRINGFIELD UTILITY BOARD STANDARD CONSTRUCTION SPECIFICATIONS. 5. FIRE HYDRANTS SHALL BE PER THE SPRINGFIELD UTILITY BOARD STANDARD CONSTRUCTION SPECIFICATIONS WITH FIVE AND ONE QUARTER INCH (5 1/4 -)VALVE OPENING, TWO TWO AND ONE HALF INCH (2 1/2") HOSE NOZZLES AND ONE FIVE INCH (5") PUMPER NOZZLE. FIRE HYDRANT SHALL BE EQUIPPED WITH AN AUXILIARY RESILIENT SEAL GATE VALVE COMPLETE WITH ROADWAY BOX, TYLER, 6850 SERIES, ITEM 668-5. FIRE HYDRANTS MUST HAVE THEIR DISCHARGE AT LEAST 18 INCHES BUT NOT MORE THAN TWENTY-FOUR INCHES (24") FROM THE SURFACE OF THE ADJACENT GROUND. 6. HYDRANTS SHALL BE INSTALLED NO CLOSER THAN THREE FEET (3') NOR FURTHER THAN EIGHT FEET (8') FROM THE BACK OF CURB OR EDGE OF PAVEMENT TO THE FIVE INCH (5") STEAMER NUT. NO BARRIERS, TREES, SHRUBS, WALLS OR OTHER OBSTACLES WHICH MAY HIDE OR IMPEDE THE USE OF A FIRE HYDRANT SHALL BE INSTALLED, MAINTAINED, CONSTRUCTED, OR ENLARGED, WITHIN FORTY-EIGHT INCHES (48") OF A HYDRANT. 7. ALL STRUCTURE LIDS SHALL BE IMPRINTED "WATER". 8. ALL WATERTIGHT FRAMES AND LIDS SHALL BE PER THE CITY OF SPRINGFIELD STANDARD DETAILS FOR CONSTRUCTION AS WELL AS THE SPRINGFIELD UTILITY BOARD STANDARD DETAILS AND SPECIFICATIONS. 9. ALL FRAMES AND LIDS SHALL CONFORM TO ASTM A-48. 10. BEFORE BEING PLACED INTO SERVICE, ALL NEW MAINS AND REPAIRED PORTIONS OF, OR EXTENSIONS TO EXISTING MAINS SHALL BE CHLORINATED SO THAT THE INITIAL CHLORINE RESIDUAL IS NOT LESS THAN FIFTY (50) mg/L AND THAT A CHLORINE RESIDUAL OF NOT LESS THAN TWENTY-FIVE (25) mg/L REMAINS IN THE WATER AFTER STANDING TWENTY-FOUR (24) HOURS IN THE PIPE. 'AMERICANS WITH DISABILITIES ACT" (ADA) MINIMAL REOUIRMENTS 1. GENERAL CONTRACTOR TO BECOME FAMILIAR WITH AND APPLY THE ADA MINIMAL REQUIREMENTS AND REPORT TO ARCHITECT/ENGINEER ANY DISCREPANCIES BEFORE CONSTRUCTION. 2. ACCESSIBLE ROUTES ON AN ACCESSIBLE SITE AND FOR ANY NEW SITE IMPROVEMENTS SHALL BE PROVIDED TO SERVE ALL ACCESSIBLE SPACES OR ELEMENTS. 3. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE PER CODE IS 36". 4. EACH ACCESSIBLE PARKING SPACE IS TO BE: 4.1. Q6& A MINIMUM OF 192" WIDE, CONSISTING OF A 96" WIDE ACCESS AISLE AND A 96" WIDE PARKING SPACE, UNLESS OTHERWISE NOTED. (SEE DETAIL). THE ACCESS AISLE SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE. SEE DETAIL FOR REQUIRED DEPTH. 4.2 VAN: A MINIMUM OF 192" WIDE, CONSISTING OF A 96" WIDE ACCESS AISLE AND A 96" WIDE PARKING SPACE, UNLESS OTHERWISE NOTED (SEE DETAIL). WHEN VAN ACCESSIBLE PARKING SPACES ARE ANGLED, THE ACCESS AISLE SHALL BE LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACE. SEE DETAIL FOR REQUIRED DEPTH. 5. ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE TO THE ACCESSIBLE BUILDING ENTRANCE AS POSSIBLE AND SHALL BE IDENTIFIED WITH A SIGN. 6. RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE ACCESS AISLE OF ANY ACCESSIBLE PARKING SPACE. 7. TWO 90 DEGREE ACCESSIBLE PARKING SPACES MAY SHARE AN ACCESS AISLE. 8. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. (SEE DETAIL) 9. ALL ADA PARKING STALLS, ACCESS AISLES AND CROSSWALKS SHALL BE STRIPED USING 4" WIDE DOUBLE LAYER OF HIGH QUALITY YELLOW PAINT, UNLESS OTHERWISE NOTED. 10.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED A SLOPE OF 1:50 (2.00%) IN ANY DIRECTION. 11.EACH ACCESSIBLE PARKING SPACE SHALL HAVE AN IDENTIFICATION SIGN (SEE DETAIL). 12.A 24" ELECTRONIC LEVEL WILL BE USED BY MANY INSPECTORS IN THE POST CONSTRUCTION CONDITION TO MEASURE ADA SLOPES. A 24" LEVEL HAS A NARROWER TOLERANCE THAN LONGER ELECTRONIC LEVELS AND REPRESENTS THE WHEELBASE OF A TYPICAL WHEELCHAIR. AS SUCH, A PROPERLY CALIBRATED, 24" ELECTRONIC LEVEL IS RECOMMENDED FOR SETTING AND MEASURING SLOPES IN ALL ADA ACCESSIBLE AREAS THROUGHOUT THE CONSTRUCTION PROCESS. RAMPS 13.AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 1:20 (5.00%) IS A RAMP AND SHALL COMPLY WITH THE RAMP REQUIREMENTS. 14.AN ACCESSIBLE ROUTE MAY CROSS OPEN PAVEMENT OR FOLLOW A RAMP AS REQUIRED BY SITE-SPECIFIC CONDITIONS. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE ACROSS OPEN PAVEMENT MUST NOT EXCEED 1:20 (5.00%), WITH A CROSS SLOPE NOT EXCEEDING 1:50 (2.00%). SLOPES EXCEEDING 1:20 (5.00%), BUT LESS THAN 1:12 (8.33%), CONSTITUTE RAMPS AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS, RISE AND RUN LIMITS, ETC.) AS DETAILED ON THE CIVIL AND ARCHITECTURAL PLANS. NO RAMP SHALL HAVE A RUNNING SLOPE EXCEEDING 1:12 (8.33%), NOR HAVE A CROSS SLOPE EXCEEDING 1:50 (2.00%). 15.THE GENERAL CONTRACTOR/CONTRACTOR SHALL MEASURE THE SUBGRADE AND ACROSS FORMS PRIOR TO INSTALLATION OF ASPHALT OR CONCRETE IMPROVEMENTS TO ASSURE THE FINAL IMPROVEMENTS WILL MEET THESE MINIMAL ADA REQUIREMENTS. ANY DISCREPANCIES SHALL BE REPORTED TO THE CML ENGINEER PRIOR TO INSTALLATION OF THE IMPROVEMENTS. CURB RAMPS 16.A CURB RAMP SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE CROSSES A CURB. 17. CURB RAMPS HAVE A MAXIMUM SLOPE OF 1:12 (8.33%) AND DO NOT REQUIRE HANDRAILS. 18.IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS NOT PROTECTED BY HANDRAILS, OR GUARDRAILS, IT SHALL HAVE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE 1:12 (8.33%). PROJECT SPECIFICATIONS Prepared For: M, Y -0 a) ON y LU o Z M CL W O M m Prepared By: m Lk I C-10 U) z 0 Q U_ LL U LLI 0- U) I- U w 0 o J W J N W W N LL LL O N KK W W N w Y z o m O Dm m W U W U (D IiiLIJ w r) ¢ F ¢ o = W w Q U w C-10 U) z 0 Q U_ LL U LLI 0- U) I- U w 0 s� 30' 0 15' 30' 60' IE 8" IRON OUT (E): MAILBOX ROAD STRIPING BOTTOM OF 90' ELBOW: 464.59' SCALE: 1"=30' TREE - DECIDUOUS TBM(PK NAIL)j =467.52' / W BLOCK WALL S / 466' J ❑ I N SD Oo / \ W DI _ \ W - EXISTING SINGLE \ ,/ STORY BUILDING 1950 MOHAWK BLVD SPRINGFIELD, OR 97477 3 / \ TBM(PK NAIL) -466.21' EXISTING SINGLE STORY BUILDING 1930 MOHAWK BLVD SPRINGFIELD, OR 97477 _ E J 6' CHAI I LINK J STUB .,-466' ON �/ G -�--C /�/ / / //: • 473'. l000l 470_ 474'' " a74'- ONY C TOPOGRAPHIC SURVEY LOCATED IN THE NW QUARTER OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON W LEGEND: W SD G E DHP SS FO 0 Nf1TFC- BUILDING 8 SIGN BUILDING OVERHANG IE 8" IRON OUT (E): MAILBOX ROAD STRIPING BOTTOM OF 90' ELBOW: 464.59' FB STM AD RIM: TREE - DECIDUOUS FLOW UNE CURB IE 6" IRON OUT (N): 464.01' EXTRUDED CURB 0- POWER POLE 452.44' ® POWER RISER STANDARD CURB © POWER VAULT EDGE OF PAVEMENT © POWER JUNCTION BOX EDGE OF CONCRETED STM MH RIM: UGHT-LAMP POST WALL -TOP ® POWER CABINET OS SANITARY SEWER MANHOLE WALL -TOE IE 12" RCP OUT (E): 460.01' EF ® STORM AREA DRAIN WATER ® STORM CATCH BASIN STORM SEWER OD STORM MANHOLE GAS 0 STORM CURB INLET ELECTRIC FIRE HYDRANT OVERHEAD POWER ® WATER METER SANITARY SEWER >1 WATER VALVE FIBER OPNC & 462.89' �I STM AD RIM: TRAFFIC SIGNAL CROSSWALK FENCE - CHAINUNK IE B" IRON OUT (E): 463.30' ® TRAFFIC SIGNAL JUNCTION BOX MAJOR CONTOUR STM AD RIM: 465.94' � TRAFFIC SIGNAL POLE MINOR CONTOUR STM CB RIM: 465.01' ON CAN RISER BUILDING HATCH UR UNKNOWN RISER CONCRETE HATCH 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY FACILITIES SHOWN HEREON ARE BASED ON LOCATE MARKS REQUESTED FOR THIS SURVEY PER ONE CALL PUBLIC LOCATE TICKET 21250628. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES BY THE RESPECTIVE UTILITY OWNERS, NOR FOR THE EXISTENCE OF BURIED OBJECTS WHICH ARE NOT SHOWN ON THE PLAN. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. FIELD WORK WAS COMPLETED ON SEPTEMBER 15, 2021. STORM STRUCTURE TABLE FA STM AD RIM: 466.59' 466.74' IE 8" IRON OUT (E): 464.94' (W): BOTTOM OF 90' ELBOW: 464.59' FB STM AD RIM: 464.97' IE 6" IRON OUT (N): 464.01' © STM CB RIM: 464.95' 452.44' IE 6" IRON OUT (N): 463.98' FD STM AD RIM: 465.01' IE 4": IE 6" IRON OUT (S): 464.03' �E STM MH RIM: 467.55' 467.74' IE 12" RCP IN (S): 460.13' IE 12" RCP IN (N): 460.22' IE 12" RCP OUT (E): 460.01' EF STM CB RIM: 467.36' IE 12" RCP OUT (N): 464.48' © STM MH RIM: 466.91' IE 12" RCP IN (NW): 460.91' IE 12" RCP IN (N): 461.01' IE 12" RCP OUT (S): 460.75' �H STM CB RIM: 465.76' IE 12" RCP OUT (SE): 462.89' �I STM AD RIM: 466.30' IE B" IRON OUT (E): 463.30' BOTTOM OF 90' ELBOW: 463.02' FJ STM AD RIM: 465.94' IE 6" IRON OUT (S): 463.80' FK STM CB RIM: 465.01' IE 12" RCP OUT (E): 463.19' © STM Cl RIM: 465.63' IE B" RCP IN (N): 462.99' IE B" RCP IN (SE): 462.45' IE 12" RCP OUT (SW): 462.25' SEWER STRUCTURE TABLE Q SAN MH RIM: 466.74' IE 8" RCP IN (W): 453.84' IE 8" RCP IN (E): 452.87' IE 12" RCP IN (S): 452.46' IE 12" RCP OUT (N): 452.44' Q SAN CO RIM: 466.51' IE 4": 463.46' © SAN CO RIM: 467.74' IE 4": 465.74' VERTICAL DATUM: NAVD88 BASED ON RAPID -STATIC GPS OBSERVATIONS ON POINT 1, PROCESSED THROUGH OPUS -RS 11) EPOCH 2010.00 BASED ON RAPID -STATIC GPS OBSERVATIONS ON POINT 1 :D THROUGH OPUS -RS PROJECTION: OREGON SOUTH ZONE, SCALED TO GROUND AROUND POINT 1, WITH A SCALE FACTOR OF 1.0000023004. TO OBTAIN GRID DISTANCES, DIVIDE BY THE SCALE FACTOR UNITS: INTERNATIONAL FEET D PLACE TREE SO THAT THE TOP THE ROOT BALL IS 2-3' ABOVE THE FINISHED GRADE. 3' MULCH AS SPECIFIED. PROVIDE INITIAL WATERING TO - SATURATE ROOT BALL AND SETTLE REMAINING AIR POCKETS. FINISHED GRADE PRUNE OUT DEAD, BROKEN OR RUBBING BRANCHES AT BRANCH COLLAR. PROTECT TRUNK WITH TREE 'WRAP IF PLANTED IN THE FALL AND REMOVE THE FOLLOWING SPRING. REMOVE ALL TWINE, BURLAP AND WIRE BASKET FROM THE TOP 1/4 OF ROOT BALL REMOVE EXCESS DIRT FROM TOP OF ROOT BALLIF NECESSARY. CREATE A SAUCER BY MOUNDING A RING OF SOIL AROUND THE PERIMETER OF THE HOLE TO MAXIMIZE WATER CATCHING AND dl�Lr TO ALLOW FOR SETTUNG. UNDISTURBED SUBGRADE TAMP WHILE BACKFIWNG, USING THE ORIGINAL SOIL, MAKING SURE TO CHOP UP DIG HOLE A MINIMUM OF THE HEAVIER SOILS FOR USE IN THE 2 TIMES WIDER THAN THE BOTTOM OF THE HOLE AND SAVING THE ROOT BALL DIAMETER. BETTER SOIL FOR THE TOP LAYERS. ADD MYCORRIHIZA WHEN BACKFIWNG HOLE. NOTE: CONTRACTOR TO MULCH AREAS WITH 'OVERSIZE PLAN NOTE #10. SET PLANTS AT SAME LEVEL AS THEY WERE IN THE CONTAINER 3' MULCH AS SPECIFIED. SOIL MIX PM35 BY MIDWEST TRADING COMPANY OR EQUAL MOUND BED 2-4' ABOVE FINISHED GRADE. BREAK UP ROOT MASS BY HAND OR BY SUCING IT VERTICALLY PROVIDE INITIAL WATERING PREPARE PERENNIAL BED AT A MIN. DEPTH OF 1.5 TIMES THE PERENNIAL CONTAINER DEPTH FINISHED GRADE 4' SPADED EDGE SUBGRADE ING TPD NOTETO SCALE. USE ONLY ZONEDETAIL HARDY PLANT MATERIAL U NOER�NN AL USEONLY DETAIL YAPLANT MATERIAL. / EXISTING)TREE / NOTE: �4 / l ALL EXISTING ON-SITE PLANT MATERIAL SHALL BE REMOVED EXCEPT THE EXISTING TREES NOTED ON II THIS PLAN EXISTING TREES SHALL BE SAVED IN E SEE //STEEL EDGING 8 J/ 1 J l / / PLACE AND PROTECTED DURING CONSTRUCTION. I .- /41I o Q > I /I w Mil -X,° '� J/ I� I o EXISTING SINGLE �a �° I m STORY BUILDING 1950 MOHAWK BLVD �\�" Y WALL \_ SPRINGFIELD, OR 97477 Or-5 ODF _/k/ I`•a� \a 1 4 SLH \x I 1 PSG 7 ODF \ I 5 PMG \ / I 3 PMG 7 PMG XI/ /I 3 CFS I /I 5 CFS V - EXISTING TREE 3 PMG -TYPICAL PMG 3 CFS 1 ARM I 5 PMG 0 2 KFF �' I 1 PSG 6 ®®® 1 5 ODF 6 5 ODF l 111 al (11 1 PSG 5 PMG 6 CFS 1 PSG 5 KFF 5 CFS 5 ODF 5 PMG 3 ARM 7 ODF I�nr �/ C"•�_�-_��=�I'P! =T"tZ:�s.�".II aI�E�l[.aZ.] �®�1®���� e�� +/�` ®. ., OD �. v I/ I� •, . I.. 3 CFS a- ®��i� /2 CFS 2.456 SF 1 PMG O 3 PMG (REAR I 2 DIPS �3 R w.1-3 CFS.3 CFS w'1 p� aw vy3 KIFF t3 Is / \\� NE�ATE PF AT15NK oNw LS Plan.dwg, 21056 P M � /u TN/ (),0A,96 ODF / 3 JTL )PERTLY I NST 01 PLAN //�/♦_ / / / NALON0 G a i LANDSCAPE NOTES 1. ALL PLANT MATERIAL SHALL BE HARDY TO THE ZONE IT IS BEING PLANTED IN. ALL TREES AND SHRUBS ARE TO BE BALLED AND BURLAPED UNLESS OTHERWISE NOTED AND SHALL BE GROWN IN ACCORDANCE WITH THE STANDARDS SET FORTH BY THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICANHORT. 2. PLANT SIZES CALLED OUT ON THIS PLAN ARE THE MINIMUM SIZE REQUIRED. PLANTS WHICH FAIL TO MEET THE SIZES LISTED, SHALL BE REJECTED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR MUST VERIFY ALL MATERIAL QUANTITIES AS DEPICTED ON THE DRAWING. THE PLANT LIST PROVIDED ON THIS PLAN IS FOR CONVENIENCE ONLY. 4. SUBSTITUTIONS MAY NOT BE MADE WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT/DESIGNER. 5. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE AGENCIES AND UTILITY LOCATORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOT BEGIN ANY WORK ON-SITE UNTIL ALL U11UTIES HAVE BEEN LOCATED. CONTRACTOR SHALL OBTAIN "AS -BUILT" PLANS FOR ALL IRRIGATION AND LIGHTING PRIOR TO CONSTRUCTION. 6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL UTILITIES INCLUDING IRRIGATION AND LIGHTING. ALL DAMAGE SHALL BE REPAIRED TO A NEW CONDIT10N IN ACCORDANCE NTH ALL CODES AT NO COST TO THE OWNER - SEE NOTE 5. 7. ALL UNSUITABLE MATERIAL (CONCRETE, AGGREGATE STONE, CRUSHED ASPHALT, BRICK ETC.) SHALL BE REMOVED, INCLUDING HAUL OFF, PRIOR TO PLANTING AND SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 8. SOIL MIX PM35 BY MIDWEST TRADING COMPANY OR EQUAL SHALL BE ROTOTILLED INTO ALL PERENNIAL AND ANNUAL PLANTING BEDS PRIOR TO THE INSTALLATION OF THE PLANT MATERIAL. A SLOW RELEASE, GRANULAR FERTILIZER SHALL BE APPLIED TO ALL ANNUAL AND PERENNIAL PLANTING BEDS AT THE RECOMMENDED RATE, AND SHALL BE ROTOTILLED IN WITH THE ABOVE SOIL MIXTURE BEFORE THE PLANT MATERIAL IS INSTALLED. 9. CONTRACTOR TO PROVIDE THOROUGH INITIAL WATERING OF ALL PLANTINGS "THIN 12 HOURS OF INSTALLATION TO ENSURE ALL AIR POCKETS HAVE BEEN REMOVED AROUND ROOT BALL. 10. ALL ONSITE PLANTING AREAS ARE TO BE MULCHED MATH 3" OVERSIZE RIVER ROCK 2"-6" AND SHALL BE SEPARATED FROM EXISTING NRF AREAS WITH STEEL EDGING. INSTALL SOIL SEPARATOR BELOW STONE. FINAL GRADE (AFTER SETTUNG) SHALL BE EQUAL TO ADJACENT CURBS AND PAVEMENT AREAS. STONE TO BE SUPPLIED BY PORTLAND ROCK AND LANDSCAPE SUPPLY (503)656 -ROCK (OR APPROVED EQUAL). STEEL EDGING TO BE 8' X 4", 14 GAUGE: COLOR TO BE BLACK. 11. ALL NRF AREAS ARE TO BE A MINIMUM OF A FIVE WAY BLUEGRASS BLEND, UNLESS OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL INSTALLED NRF AREAS UNTIL TIME OF KNITTING. IF TURF SEED AND SOD OCCUR N THE SAME PROJECT, CONTRACTOR SHALL VERIFY AND USE SEED MIXTURES TO MATCH SOD. 12. AREAS TO BE SODDED SHALL BE MATH AN "APPROVED TURFGRASS SOD" OF PREMIUM GRADE. SOD SHALL BE A 5 WAY BLEND OF IMPROVED KENTUCKY BLUEGRASS VARIETIES THAT HAS BEEN GROWN LOCALLY TO THE PROJECT SITE. SOD MUST BE MATURED FOR 2 FULL GROWING SEASONS PRIOR TO HARVEST CUTTING AND BE HEALTHY MATH WELL ESTABLISHED ROOTS. SOD SHALL BE FREE OF DISEAS INSECTS AND DEBRIS. SOD SHALL BE UNIFORM IN LEAF COLOR TEXTURE, AND DENSITY. SOLD SHALL BE DELIVERED, INSTALLED, AND WATERED WITHIN 24 HOURS OF HARVEST IN WHICH TEMPERATURES DO NOT EXCEED 90 DEGREES (F) NOR LESS THAN 55 DEGREES (F). SOD SHALL BE MACHINE -CUT AT A MINIMUM UNIFORM SOIL THICKNESS (1.5" OF SOD IS DESIRED) BUT SOD THICKNESS SHALL BE A THICKNESS NECESSARY FOR PLANT VIABILITY. SOD SHALL BE LAID IN STAGGERED STRAIGHT LINES, TIGHTLY AGAINST EACH OTHER WITHOUT STRETCHING OR OVERLAPPING. SOD STAKES SHALL USED ON ALL SLOPES 4:1 OR GREATER. 13. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS (INTENDED OR UNINTENDED) AT A MINIMUM, TO THE ORIGINAL CONDIT10N UNLESS OTHERWISE NOTED. 14. THE EXISTING PLANT MATERIAL SHOWN N THIS PLAN IS INTENDED SOLELY TO IDENTIFY THEM AS OBSERVED IN THE FIELD. THIS PLAN DOES NOT MAKE ANY CLAIMS ABOUT THE CONDITION OR SAFETY OF ANY OF THE PLANT MATERIAL DESCRIBED HEREIN OR OBSERVED IN THE FIELD. 15. ALL TRANSPLANTED PLANT MATERIAL MUST BE INSTALLED IMMEDIATELY UPON EXTRACT10N FROM ITS ORIGINAL LOCATION. UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH THE LANDSCAPE ARCHITECT/DESIGNER. SHOULD IT BECOME UNREASONABLE TO TRANSPLANT ANY OF THE PLANT MATERIAL AS DESCRIBED IN THIS PLAN, DUE TO SITE CONSTRAINT'S OR OTHERWISE, CONTRACTOR IS RESPONSIBLE FOR CONTACTING LANDSCAPE ARCHITECT/DESIGNER TO MAKE ALTERNATIVE ARRANGEMENTS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE HEALTH AND VIABILITY OF THE PROPOSED PLANT MATERIAL INCLUDING WATERING, PROTECTION FROM PHYSICAL DAMAGE FROM THE TIME PLANT IS SELECTED THROUGH ITS INSTALLATION. 17. CONTRACTOR IS RESPONSIBLE FOR ALL PLANT MATERIAL REMAINING PLUMB UNTIL THE END OF THE GUARANTEE PERIOD. PLANTS MAY NOT BE STAKED UNLESS APPROVED BY THE LANDSCAPE ARCHITECT/DESIGNER. 18. CONTRACTOR TO GUARANTEE PLANT MATERIAL AND LABOR FOR A MINIMUM OF ONE YEAR FROM THE TIME OF INSTALLATION. 19. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH AND ABIDING BY THE LANDSCAPE ORDINANCES FOR THE SPECIFIC JURISDICTION IN WHICH THE WORK IS TAKING PLACE. 20. BIDDERS SHALL BE RESPONSIBLE FOR EXAMINING THE SITE, PRIOR TO PREPARING BID, TO BECOME FAMILIAR WITH THE SPECIFIC SITE CONSTRAINTS. 21. ALL EXISTING ON-SITE PLANT MATERIAL NOT EFFECTED BY CONSTRUCTION OR THE PROPOSED LANDSCAPE, SHALL BE BE PROTECTED AS PART OF THIS PLAN. EXISTING LANDSCAPE IN AREAS OF CONSTRUCTION AND PROPOSED LANDSCAPE SHALL BE REMOVED AS PART OF THIS PLAN. 22. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE COMPLET10N OF ALL THE ITEMS SHOWN ON THE PLANS. 23. IF IRRIGATION IS DEEMED NECESSARY, THE DESIGN AND INSTALLATION OF THE IRRIGATION SYSTEM SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. AN IRRIGATION PLAN ALONG WITH AN AS BUILT OF THE IRRIGATION SYSTEM SHALL BE PREPARED FOR OWNER REVIEW AND APPROVAL CONTRACTOR SHALL GUARANTEE PERFORMANCE, PARTS, AND LABOR FOR A PERIOD OF 1 YEAR FROM THE DATE OF FINAL APPROVAL 24. IF EXISTING IRRIGATION IS PRESENT ON SITE, CONTRACTOR SHALL ADJUST, ADD TO, OR SUBTRACT FROM, THE EXISTING IRRIGATION SYSTEM TO ACCOMMODATE ANY PROPOSED ALTERATIONS/ADDITIONS TO THE EXISTING LANDSCAPE. CONTRACTOR SHALL PROVIDE THE OWNER AN AS BUILT OF THE IRRIGATION SYSTEM AND ALL CHANGES TO THE SYSTEM AFFECTED BY THIS PROJECT. 25. PROVIDE TOPSOIL RE -SPREAD PER THE FOLLOWING UNLESS OTHERWISE NOTED: A. 4" MINIMUM IN GRASS OR SOD AREAS B. 6" MINIMUM IN PLANTING AREAS C. 12" MINIMUM IN LANDSCAPE ISLANDS Know what's Below. Call before you dig. GENERAL NOTES: 1. THESE PLANS ARE BASED ON THE TOPOGRAPHIC SURVEY DATED 9/15/2021) PREPARED BY: S&F LAND SERVICES 4858 SW SCHOLLS FERRY ROAD, SUITE A PORTLAND, OR 97225 (503) 345-0328 2. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONTACT THE DESIGN ENGINEER AND ARCHITECT TO VERIFY THAT THEY ARE WORKING FROM THE MOST CURRENT SET OF PLANS AND SPECIFICATIONS. ON SITE PARKING DATA REGULAR SPACES 31 ADA ACCESSIBLE SPACES 2 TOTAL SPACES 33 SITE DATA TOTAL LOT AREA 60,382 S.F. (1.39 AC.) BUILDING AREA 2,456 S.F. PLANT LIST SHADE, ORNAMENTAL AND CONIFEROUS TREES ABRV. 9/m, df BOTANICALNAME COMMONNAME SIZE 3 ABM Acer x fremanii'Jeffsred' l 111 al (11 1 PSG 5 PMG 6 CFS 1 PSG 5 KFF 5 CFS 5 ODF 5 PMG 3 ARM 7 ODF I�nr �/ C"•�_�-_��=�I'P! =T"tZ:�s.�".II aI�E�l[.aZ.] �®�1®���� e�� +/�` ®. ., OD �. v I/ I� •, . I.. 3 CFS a- ®��i� /2 CFS 2.456 SF 1 PMG O 3 PMG (REAR I 2 DIPS �3 R w.1-3 CFS.3 CFS w'1 p� aw vy3 KIFF t3 Is / \\� NE�ATE PF AT15NK oNw LS Plan.dwg, 21056 P M � /u TN/ (),0A,96 ODF / 3 JTL )PERTLY I NST 01 PLAN //�/♦_ / / / NALON0 G a i LANDSCAPE NOTES 1. ALL PLANT MATERIAL SHALL BE HARDY TO THE ZONE IT IS BEING PLANTED IN. ALL TREES AND SHRUBS ARE TO BE BALLED AND BURLAPED UNLESS OTHERWISE NOTED AND SHALL BE GROWN IN ACCORDANCE WITH THE STANDARDS SET FORTH BY THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICANHORT. 2. PLANT SIZES CALLED OUT ON THIS PLAN ARE THE MINIMUM SIZE REQUIRED. PLANTS WHICH FAIL TO MEET THE SIZES LISTED, SHALL BE REJECTED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR MUST VERIFY ALL MATERIAL QUANTITIES AS DEPICTED ON THE DRAWING. THE PLANT LIST PROVIDED ON THIS PLAN IS FOR CONVENIENCE ONLY. 4. SUBSTITUTIONS MAY NOT BE MADE WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT/DESIGNER. 5. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE AGENCIES AND UTILITY LOCATORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOT BEGIN ANY WORK ON-SITE UNTIL ALL U11UTIES HAVE BEEN LOCATED. CONTRACTOR SHALL OBTAIN "AS -BUILT" PLANS FOR ALL IRRIGATION AND LIGHTING PRIOR TO CONSTRUCTION. 6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL UTILITIES INCLUDING IRRIGATION AND LIGHTING. ALL DAMAGE SHALL BE REPAIRED TO A NEW CONDIT10N IN ACCORDANCE NTH ALL CODES AT NO COST TO THE OWNER - SEE NOTE 5. 7. ALL UNSUITABLE MATERIAL (CONCRETE, AGGREGATE STONE, CRUSHED ASPHALT, BRICK ETC.) SHALL BE REMOVED, INCLUDING HAUL OFF, PRIOR TO PLANTING AND SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 8. SOIL MIX PM35 BY MIDWEST TRADING COMPANY OR EQUAL SHALL BE ROTOTILLED INTO ALL PERENNIAL AND ANNUAL PLANTING BEDS PRIOR TO THE INSTALLATION OF THE PLANT MATERIAL. A SLOW RELEASE, GRANULAR FERTILIZER SHALL BE APPLIED TO ALL ANNUAL AND PERENNIAL PLANTING BEDS AT THE RECOMMENDED RATE, AND SHALL BE ROTOTILLED IN WITH THE ABOVE SOIL MIXTURE BEFORE THE PLANT MATERIAL IS INSTALLED. 9. CONTRACTOR TO PROVIDE THOROUGH INITIAL WATERING OF ALL PLANTINGS "THIN 12 HOURS OF INSTALLATION TO ENSURE ALL AIR POCKETS HAVE BEEN REMOVED AROUND ROOT BALL. 10. ALL ONSITE PLANTING AREAS ARE TO BE MULCHED MATH 3" OVERSIZE RIVER ROCK 2"-6" AND SHALL BE SEPARATED FROM EXISTING NRF AREAS WITH STEEL EDGING. INSTALL SOIL SEPARATOR BELOW STONE. FINAL GRADE (AFTER SETTUNG) SHALL BE EQUAL TO ADJACENT CURBS AND PAVEMENT AREAS. STONE TO BE SUPPLIED BY PORTLAND ROCK AND LANDSCAPE SUPPLY (503)656 -ROCK (OR APPROVED EQUAL). STEEL EDGING TO BE 8' X 4", 14 GAUGE: COLOR TO BE BLACK. 11. ALL NRF AREAS ARE TO BE A MINIMUM OF A FIVE WAY BLUEGRASS BLEND, UNLESS OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL INSTALLED NRF AREAS UNTIL TIME OF KNITTING. IF TURF SEED AND SOD OCCUR N THE SAME PROJECT, CONTRACTOR SHALL VERIFY AND USE SEED MIXTURES TO MATCH SOD. 12. AREAS TO BE SODDED SHALL BE MATH AN "APPROVED TURFGRASS SOD" OF PREMIUM GRADE. SOD SHALL BE A 5 WAY BLEND OF IMPROVED KENTUCKY BLUEGRASS VARIETIES THAT HAS BEEN GROWN LOCALLY TO THE PROJECT SITE. SOD MUST BE MATURED FOR 2 FULL GROWING SEASONS PRIOR TO HARVEST CUTTING AND BE HEALTHY MATH WELL ESTABLISHED ROOTS. SOD SHALL BE FREE OF DISEAS INSECTS AND DEBRIS. SOD SHALL BE UNIFORM IN LEAF COLOR TEXTURE, AND DENSITY. SOLD SHALL BE DELIVERED, INSTALLED, AND WATERED WITHIN 24 HOURS OF HARVEST IN WHICH TEMPERATURES DO NOT EXCEED 90 DEGREES (F) NOR LESS THAN 55 DEGREES (F). SOD SHALL BE MACHINE -CUT AT A MINIMUM UNIFORM SOIL THICKNESS (1.5" OF SOD IS DESIRED) BUT SOD THICKNESS SHALL BE A THICKNESS NECESSARY FOR PLANT VIABILITY. SOD SHALL BE LAID IN STAGGERED STRAIGHT LINES, TIGHTLY AGAINST EACH OTHER WITHOUT STRETCHING OR OVERLAPPING. SOD STAKES SHALL USED ON ALL SLOPES 4:1 OR GREATER. 13. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS (INTENDED OR UNINTENDED) AT A MINIMUM, TO THE ORIGINAL CONDIT10N UNLESS OTHERWISE NOTED. 14. THE EXISTING PLANT MATERIAL SHOWN N THIS PLAN IS INTENDED SOLELY TO IDENTIFY THEM AS OBSERVED IN THE FIELD. THIS PLAN DOES NOT MAKE ANY CLAIMS ABOUT THE CONDITION OR SAFETY OF ANY OF THE PLANT MATERIAL DESCRIBED HEREIN OR OBSERVED IN THE FIELD. 15. ALL TRANSPLANTED PLANT MATERIAL MUST BE INSTALLED IMMEDIATELY UPON EXTRACT10N FROM ITS ORIGINAL LOCATION. UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH THE LANDSCAPE ARCHITECT/DESIGNER. SHOULD IT BECOME UNREASONABLE TO TRANSPLANT ANY OF THE PLANT MATERIAL AS DESCRIBED IN THIS PLAN, DUE TO SITE CONSTRAINT'S OR OTHERWISE, CONTRACTOR IS RESPONSIBLE FOR CONTACTING LANDSCAPE ARCHITECT/DESIGNER TO MAKE ALTERNATIVE ARRANGEMENTS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE HEALTH AND VIABILITY OF THE PROPOSED PLANT MATERIAL INCLUDING WATERING, PROTECTION FROM PHYSICAL DAMAGE FROM THE TIME PLANT IS SELECTED THROUGH ITS INSTALLATION. 17. CONTRACTOR IS RESPONSIBLE FOR ALL PLANT MATERIAL REMAINING PLUMB UNTIL THE END OF THE GUARANTEE PERIOD. PLANTS MAY NOT BE STAKED UNLESS APPROVED BY THE LANDSCAPE ARCHITECT/DESIGNER. 18. CONTRACTOR TO GUARANTEE PLANT MATERIAL AND LABOR FOR A MINIMUM OF ONE YEAR FROM THE TIME OF INSTALLATION. 19. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH AND ABIDING BY THE LANDSCAPE ORDINANCES FOR THE SPECIFIC JURISDICTION IN WHICH THE WORK IS TAKING PLACE. 20. BIDDERS SHALL BE RESPONSIBLE FOR EXAMINING THE SITE, PRIOR TO PREPARING BID, TO BECOME FAMILIAR WITH THE SPECIFIC SITE CONSTRAINTS. 21. ALL EXISTING ON-SITE PLANT MATERIAL NOT EFFECTED BY CONSTRUCTION OR THE PROPOSED LANDSCAPE, SHALL BE BE PROTECTED AS PART OF THIS PLAN. EXISTING LANDSCAPE IN AREAS OF CONSTRUCTION AND PROPOSED LANDSCAPE SHALL BE REMOVED AS PART OF THIS PLAN. 22. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE COMPLET10N OF ALL THE ITEMS SHOWN ON THE PLANS. 23. IF IRRIGATION IS DEEMED NECESSARY, THE DESIGN AND INSTALLATION OF THE IRRIGATION SYSTEM SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. AN IRRIGATION PLAN ALONG WITH AN AS BUILT OF THE IRRIGATION SYSTEM SHALL BE PREPARED FOR OWNER REVIEW AND APPROVAL CONTRACTOR SHALL GUARANTEE PERFORMANCE, PARTS, AND LABOR FOR A PERIOD OF 1 YEAR FROM THE DATE OF FINAL APPROVAL 24. IF EXISTING IRRIGATION IS PRESENT ON SITE, CONTRACTOR SHALL ADJUST, ADD TO, OR SUBTRACT FROM, THE EXISTING IRRIGATION SYSTEM TO ACCOMMODATE ANY PROPOSED ALTERATIONS/ADDITIONS TO THE EXISTING LANDSCAPE. CONTRACTOR SHALL PROVIDE THE OWNER AN AS BUILT OF THE IRRIGATION SYSTEM AND ALL CHANGES TO THE SYSTEM AFFECTED BY THIS PROJECT. 25. PROVIDE TOPSOIL RE -SPREAD PER THE FOLLOWING UNLESS OTHERWISE NOTED: A. 4" MINIMUM IN GRASS OR SOD AREAS B. 6" MINIMUM IN PLANTING AREAS C. 12" MINIMUM IN LANDSCAPE ISLANDS Know what's Below. Call before you dig. GENERAL NOTES: 1. THESE PLANS ARE BASED ON THE TOPOGRAPHIC SURVEY DATED 9/15/2021) PREPARED BY: S&F LAND SERVICES 4858 SW SCHOLLS FERRY ROAD, SUITE A PORTLAND, OR 97225 (503) 345-0328 2. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONTACT THE DESIGN ENGINEER AND ARCHITECT TO VERIFY THAT THEY ARE WORKING FROM THE MOST CURRENT SET OF PLANS AND SPECIFICATIONS. ON SITE PARKING DATA REGULAR SPACES 31 ADA ACCESSIBLE SPACES 2 TOTAL SPACES 33 SITE DATA TOTAL LOT AREA 60,382 S.F. (1.39 AC.) BUILDING AREA 2,456 S.F. PLANT LIST SHADE, ORNAMENTAL AND CONIFEROUS TREES ABRV. QTY. ABRV. BOTANICALNAME COMMONNAME SIZE 3 ABM Acer x fremanii'Jeffsred' Autumn Blaze Maple 2"Cal. 4 ARM Acerx rubrum'Armstrong' Armstrong Red Maple 2"Cal. 4 CHB Celtis occidentalis Chica Oland g Chica Gland Hackberry g 2" Cal. 3 JTL Syringa reticulatagurnmer Snow' Summer Snowlapanese Tree Lilac 2"Cal. 4 PSG Ginkgo b'loba'Princeton Santry Princeton Sentry Ginkgo 2" Cal. 4 SLH Gleditsia triacanthos var. nermis'Slryline' Skyline Honeylocust 2" Cal. PERENNIALS, ORNAMENTAL GRASS AND GROUNDCOVERS W rt Prepared For. W O m � N W> d(n� LL 00 O ><Zm-6 s a) UQ0. 0- N M N O Q V) LLI O N N Q o IC)0 am QTY. ABRV. BOTANICAL NAME COMMON NAME SIZE Prepared By: 52 CFS Festuca californica'SerP entine Blue' Serpentine Blue California Fescue P 1Gal. O O O N N 19 KFF Calamagrostisx acu[iflora'Karl Foerster Karl Fperster Feather Reed Grass 3Gal. 0 o ❑ ❑ K N ❑ m m 67 ODF Calamagrostisx acutiflora'Overdam' Overdam Feather Reed Grass 3Gal. LL 111 U W 69 PMG Miscanthus sinensis'Purpurascens' Purple Maiden Grass 3Gal. U o 20 0 10 20 0 :I LANDSCAPE PLAN L-1 w Q 10 Z Q J N O J O O O N N m O ❑ ❑ K N ❑ m m W -N 11 c 0 Z W Y Z C7 LL 111 U W O U o o W a L-1 w Q 10 Z Q J m m m m m m m b b It I, m m m m m m m 4 m m m m m m m b m m m m m L m m It no m It I, It It D, b It I. It m m Do m m m m m m m m I, m m m m m m L m m I. b 1, b U b Da b iv D, U Y m Ea L In L M It It Y L Ea b It U U Y m U I, ni b 1a U L b It b U hi U U U It m m b Y U b U It m Is Y m In 1, e, b E. 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