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HomeMy WebLinkAboutPlans Applicant 7/12/202310 0 11 F EXISTING BILLBOARD POLE TO REMAIN / t t NEW CURB / t NEW PAVING i / 11 / t / t t r r ' EXISTING FENCE r' / r ,s , ti r or r < U U PROPERTY LINE 9� ,�► ��� co / o> NEW OD Xis' EXISTING CATCH = BASIN TO BE REPLACED r� r/ t r / t t , TRANSITION POINT FROM EXISTING TO NEW FENCING NEW CONCRETE STRIP 0 `I / o /1 0 0 v t NEW FENCE NOTE: EXISTING LANDSCAPE - AREAS TO BE RENOVATED, REFER TO A LANDSCAPE PLANS. NEW "RIGHT TURN ONLY" SIGN (CONDITION 4) — NEW RIGHT TURN SYMBOL v -(CONDITION 4) ACCESSIBLE +C111 j� ao 0 EXISTING FENCE ,15 SPACES Q 9'-0" +/-,EA DVE AND REPLACE PAVD ::ALL APRKING STALLS RECIEVE NEW STRIPING NEW CURB STOPS. //, SIR ANY DAMAGED CURB '6S PACES Q 9'-0" +l CH; GATE �� �✓ JAL" y ° REMOVE TREE / - --- ,°------ --- -- 2 �� -- w _ ° NEW FENCE ° NEW "NO ENTRY" SIGN (CONDITION 4) G NEW STRIPED "7 PEDESTRIAN PATH OVER NEW ASHPAU 0 LAURA STREET 0 EXISTING CONCRETE TO REMAIN GATE EXISTING TREES TO REMAIN EXISTING SHED,` .�� _ 0 i t 0 I '. NEW PAVING O if DN I 4' ° I NEW 5'-U"CONTINUOUS CANOPY OVER / SANITARY SEWER AT jADING DOCK % I (CONDITION 12 ' p II G SLOPE: NEW RETAINING i i.. a .a • G , a�WALL i i NEW TRASH/BIKE RACK ENCLOSURE MAX 6'-0" CMU WALL v(CONDITION 2j� O O o� %�GATE EXISTING,! CONCRETE EXISTING CATCH v TO REMAIN �; BASIN TO BE)- \7 SPACES A W -V 0 0 ` Cn Q J LU tLL STRIP,/;%' M - \ ° EW RAMP (CONDITION 10) - NEW PEDESTRIAN GATE AT FENCE (CONDITION 10) - REMOVE EXISTING f PARKING STALL (CONDITION 3)v 0 o i 0 0 NEW FENCE — J NEW CONCRETE SIDEWALK (CONDITION 10) TRANSITION POI EXISTING TO NEW NEW FENCE REMOVE TREE IT FROM J FENCING LU w J w — STREET TREE SPECIES WILL BE CHANGED. CANNOT BE MOVED DUE TO UTILITY EASEMENT. VIREFER TO LANDSCAPE PLAN (CONDITION 1) — NEW SIDEWALK EXTENSION AT EXISTING POST OFFI E BOX (CONDITION 10) NEW CONCRETE STRIP V j ZL) Ej00 w� U �— EXISTING SIDEWALK NEW FENCE REPLACE HEAD ON EXISTING STREI LIGHT POLE TO COMPLIANT W11 CURRENT CITY STANDARDS (CONDITION 11) NEW ACCESSIB RAMP ACROSS SHELLEY STREET (CONDITION 10) STORMWATER TREATMENT - SEE CIVIL RIP ' AL SITE PLAN e €I r 7'n9.' NORTH �� SlTE PLAN � cool 1132" = r -o" 0 0 Robertson Sherwood = Architects Pc 132 Mast Broadway, Suite 540 Eugene, Oregon 97401 P (541) 342-8077 IF (541) 345-4302 MARK DATE DESCRIPTION ISSUE MATE: 20 JUNE 2023 ISSUE: MDS CORRECTIONS PROJECT NO: 2239 DRAWN BY: RR CHECKED BY: JMR ©ROBERTSON I SHERWOOD I ARCHITECTS PC 2023 ORIG1W SHEET SIZE: 24W' T W Lj Z d t�� W j e~t c� , 0) Z 0 .� Uj 1� W > U) O m Uj w LL z 0 � Q Z V Zce WC3 > Ln oo tZ.. c MARK DATE DESCRIPTION ISSUE MATE: 20 JUNE 2023 ISSUE: MDS CORRECTIONS PROJECT NO: 2239 DRAWN BY: RR CHECKED BY: JMR ©ROBERTSON I SHERWOOD I ARCHITECTS PC 2023 ORIG1W SHEET SIZE: 24W' T C SHELLY N2989.58, E2936.88 STREET SSMH RIM=444.15' 5 F NEW 6" FL =440.40 ,, BUBBLER SYSTEM `,•�• WV_ v 1 RIM=443.35' RIM: 444.15' 6" SD FL= 442.72' I.E.: 440.20'(E -W) CONST 6"SD 62.7 LF INSTALL 450 BEND S=0.0050 FT/FT 6" SS FL= 440.45' -'OUTFALL TO RG= 442.41' CONST 6"SS 4.8 LF S=0.0100 FT/FT N2942.50, E2897.84 _ CONST s INSTALL 450 BEND 444.13' roar =2985.70, E2786.93 6 SD FL= 443.34 � EX FDC - - EX 6" FIRE 162 LF .14• CONST 6"SS 10.'1 LF PROTECTION S=0.0100 FT/F 1'}4443 444.3 r)p ROY 444.39' WATER SERVICE 4" SS FL= 443.56' APPROXIMATE 3. USE BUILDING APPROVED MATERIALS FOR ANY AND ALL ELEMENTS OF STORM LOCATION CATCH B SIN CONST 4"SS 70.0 LF ' EX 2" WATER SERVICE ° x APPROXIMATE RIM: 442.6 p FULL GF WATER S=0.0168 F'I'/F'(' LOCATION �= N2942,33, E2780.43 yam" Z INSTALL 2"X" TEE ON OUTLET PIPE ON ' EX WATER SERVICE ° y; hk x N2937.34, E2986.98 ��, f INSTALL 4"X6" TEE & x ,° > 6"X4" REDUCER k'101 U 4"&6" SS FL= 441.03' 114G A CONST 6"SS 48.4 LF W0 ac CRTC 8 SIN S=0.0100 FT/FT , _ ir N2935.66, E2786.98 h5ry h CONST SS CLEANOUT x 2 RIM=444.30' o p 4" SS FL= 441,07' O'y/TEE PIP ON Z INSTALL 450 BEND I NE SI E o c8 C EX GAS METER h .01 S=0.0200 FT/FT m 443.27 "J THROUGH DOWNSPOUTS AND INTO THE STORM DRAIN PIPING, AS SHOWN. RIM: 443.85' I.E.: 440.63' -S) MARK N2915.96, E2806.71 DESCRIPTION INSTALL 450 BEND 4" SSS FL= 441.63' o 44 E) BENCHMARK CONST 4"SS 27.9 LF S=0.0050 FT/FT S=0.0200 FT/FI N2915.96, E2808.73 CONSTRUCTION NOTES INSTALL 4' MANUAL SHUT-OFF ° ISOLATION GATE 9 VALVE IN VALVE BOX _ 4" SS FL= 441.67' Gh CONST 4"SS 2.0 LF =2960.43, E3062.22 V S=0.0200 FT/FT O i PROPERTY ��, 1. INSTALL AREA DRAIN PER DETAIL 4/C110. LINE, TYP. CONNECT TO EXISTING SD MANHOLE�� N2997.70, E2779.76 N2989.58, E2936.88 CONNECT TO EXISTING SS MANHOLE CONST AREA DRAIN RIM=444.15' 5 F NEW 6" FL =440.40 ,, BUBBLER SYSTEM `,•�• WV_ v 1 RIM=443.35' IX FL =440.20' 6" SD FL= 442.72' _ N2992.86, E2779.76 CONST 6"SD 62.7 LF INSTALL 450 BEND S=0.0050 FT/FT 6" SS FL= 440.45' -'OUTFALL TO RG= 442.41' CONST 6"SS 4.8 LF S=0.0100 FT/FT N2942.50, E2897.84 _ CONST s INSTALL 450 BEND WATER =2985.70, E2786.93 6 SD FL= 443.34 SERVICE FOR INSTALL 450 BEND CONST 6"SD 14,6 LF TRAP PRIMER 6" SS FL= 440.55' S=0.0087 FT/FT 162 LF .14• CONST 6"SS 10.'1 LF o MAILBOX S=0.0100 FT/F 1'}4443 444.3 r)p ROY 444.39' 1 vV,�wl\LFL \.WIIrLxn1rc.� y9 )2o/. x hkk� EDGE 12.5% , k,, WAY 3.25W x 444.95 F hhkb GRADE 444.85 CONCRETE xk& BREAK EDGE x s Z RETAINING x RL?AINING W_ -. W-�- -� - w- -- w WCLw SAN--�4"SS-SAN --�4" SAN - 4.47.10 kky;' 445,04 1% 1 444.08 a° ' •`Ids. e'<. p°b0 kky W" 447.04 N2937.42, E2967.37 k GM 444.04 CONST SS CLEANOUT 5.00 1445.2tli RIM=444.30' 444.04 kh0w X k�� 2 4" SS FL= 442.16' " CONST 4"SS 80.4 LF 5 S=0.0168 FT/FTk y x hh° CONST 6" WIDE SS TRENCH C0 kkk DRAIN WITH SLOPED INVERT DS C'" 83 LF CONST 6" WIDE SD TRENCH DRAIN WITH SLOPED INVERT `7 83 LF N2915.97, E2810.74 N2917.90, E2893.89 END SS TRENCH DRAI END SD TRENCH DRAIN RIM=444.02' 4' SS FL= i 441.71 7 7 6" S RIM --443.58' CONST 4 SS 2.0 LF CONST 6 SD 8.6 LF S=0.0200 FT/FT S=0.0087 FT/FT N2919.87, E2894.89 ROOF DS CONNECTION FOR OVERHANG 3 6" SD FL= 443.55' CONST 6 SD 23.9 LF I S=0.0087 FT/FT N2952.93, E2908.10 (� CONST SD CLEANOUT 2 RIM=444.85' L' 6" SD FL= 443.21' CONST 6"SD 31.3 LF OLD LOT S=0.0087 FT/FT LINE, TYP. I EXISTING BUILDING ' �I FFE=447.04' 12" GAP IN CURB WITH CRUSHED ROCK DS 444.07 1.60%,10 URITS OF GRADING hex t 98 kkk / ZZL-1 N2946.39, E2932.74 ROOF DS CONNECTION FOR3 TRASH ENCLOSURE ROOF _ 4 SD FL= 443.32 CONST 4"SD 9.5 LF S=0.0400 FT/FT N2953.18, E2939.42 INSTALL 6X4 WYE 4"&6" SD FL= 442.94' CONST 6"SD 60.7 LF <11 S=0.0087 FT/FT` OUTFALL TO RG=442. #. yo 04 O`,S� tc kkG G 4. 443.41' 44.43 544. -'-' . 444.56-444 54 ,• CCNC -- k 0 4Of S77M �, + . + X o ---�' _ � b ° ° + 4 1 kkk � I khry 0110 t b^ + an xl No STM k y. \ 444.50 � ' 1� 4k9� k 69 b + +k h Pkk x CONST ° CURB 444.9k. CUT 444.60 ° o LIMITS OF ( o kk k s W r 1. PROPOSED ON-SITE STORMWATER IMPROVEMENTS WILL BE PRIVATELY hk k MAINTAINED PER CITY OF SPRINGFIELD STANDARDS. - "\,� TOP OF RAIN GARDEN = 444.40' � � J 2, REFER TO TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND LEGEND. I/ V k GROWING MEDIUM = 442.41' N2937.48, E2937.37 kkk� - C� CONST DECK DRAIN �h hky. .�G \ o - RIM =444.76' g ! �� OCG 4" SS FL= 443.56' c 3. USE BUILDING APPROVED MATERIALS FOR ANY AND ALL ELEMENTS OF STORM a °' 4c ti CATCH B SIN CONST 4"SS 70.0 LF ' k T� o - C, RIM: 442.6 p FULL GF WATER S=0.0168 F'I'/F'(' �= LE: 441.31' yam" Z OUTLET PIPE ON ' R 0 0 TH SIDE F C ��, 1 Docs x ,° > DCCB k'101 U khi�G� 114G A W0 ac CRTC 8 SIN n _ ir RIM: 44 .01' h5ry h O JV' F OF WA�EI. R c p 1 O'y/TEE PIP ON Z cC� I NE SI E o c8 3 1 k�G 444.66' Tc EX 24" FL (OUT -S)=440.64' 4. CONSTRUCT STORMWATER FILTRATION PLANTER. REFER TO DETAIL 2/G100. SEE \ I IN -LANDSCAPE DRAWINGS FOR PLANTING PLAN. NEW FENCE, TYP. I C 444.62 .42 5. CONNECT TO EXISTING STORM DRAIN MANHOLE. TAP EXISTING STRUCTURE BY CORE -DRILLING OR SAWING. INSTALL APPROVED COMMERCIAL BOOT „ 444.72 2% A ( ADAPTOR WITH LATEX CONCRETE BONDING AGENT AND NON -SHRINK GROUT ! IX 24 DIAMETER �� �,` 51 PER SPECIFICATIONS. CONCRETE STORM DRAIN �D • .6 I i tx 3.31 o =443 6. INSTALL STORMWATER PLANTER OUTFALL PER DETAIL 3/C110. .8 0/ 444.57) IX 8" DIAMETER W7. CONSTRUCT TRENCH TRAIN, TYPE POLYCAST DG070OPE FRAME (LOAD CLASS E), CONCRWITH POLYCAST TYPE DG0641D GRATE WITH DURAGUARD LOCKING DEVICE AND i. SEWER �E SANITARY Z (1,445.041 44 .58) TC \` J/ 6" BOTTOM DRAIN CUT-OUT, OR APPROVED EQUALS, NEW GATE, TYP. TCH BASIN 1: 444.15' -L OF WATER 44r) at' (Ni - a 6 =443.9) 3. 6 ti0 x ro o wry, kkh�G 2% r'o ksry kyh x � y k g SE LIM OF " 1m9% "d G ING G a�ti i i .. -443.90) f = 7) `tiy I kka� e i h Jss x khh k #Q,7 x ti 9e b' G k0i 'Sp, M •`� �` a Gp n46�• % kkk� k h_ i /-C)/ k"e s 1 0 p C i O ° , TC5 a4. p 5.03) 1(444,71) . kQ. hp 1 43. 443 5' khy. 4 5' �c FU OF ATER I CATCH BASIN 441, ' RIM: 445.08' DCCB OU LET Pi E ON FULL OF WATER XI I.E.: 440.08'(N -S) N RTH SI E OF CB kk o- h kk I a k6 h1G &67 x hb0 T k��l� ° �!I Inti 1 EX FENCE, ° SHEET NOTES W r 1. PROPOSED ON-SITE STORMWATER IMPROVEMENTS WILL BE PRIVATELY PROPOSED 1,098 SF STORMWATER f INFILTRATION RAIN GARDEN (RG#1)�1 MAINTAINED PER CITY OF SPRINGFIELD STANDARDS. - "\,� TOP OF RAIN GARDEN = 444.40' � � J 2, REFER TO TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND LEGEND. TOP OF GROWING MEDIUM = 442.41' o - C� �h hky. .�G \ o f f f APER ! �� OCG ��(-4441) =443 ) c 3. USE BUILDING APPROVED MATERIALS FOR ANY AND ALL ELEMENTS OF STORM Z LU W �= �1 DRAIN SYSTEM INSTALLED WITHIN 2 -FEET OF BUILDINGS OR OTHER Z N2960.02, E3020.32 R 0 0 ��, =443.26 . STRUCTURES.RG W > #1 OVERFLOW U d. W mgjuu W0 ac o _ ir RIM=443.41'0 4 O JV' p 4. ROOF DRAINAGE FROM THE PROPOSED ROOF AREA WILL BE CONVEYED CATCH BASIN Z cC� 6" FL=440.91' U.Z .01 3.9 2- 00 m 443.27 "J THROUGH DOWNSPOUTS AND INTO THE STORM DRAIN PIPING, AS SHOWN. RIM: 443.85' I.E.: 440.63' -S) MARK CONST 6" SD 41.9 LF DESCRIPTION pc 44 E) BENCHMARK S=0.0050 FT/FT NN o�G CONSTRUCTION NOTES C( X _ Gh =2960.43, E3062.22 V O i ��, 1. INSTALL AREA DRAIN PER DETAIL 4/C110. CONNECT TO EXISTING SD MANHOLE�� RIM=444.51' ''��JJ � 1.9% ` 2. INSTALL CLEAN OUT PER DETAIL 2/C110. t " RIM: 444.51' LE.: 440.81' (N) 18 '� CONT " EX 1$'" FL IN -N -440.81' ( )- NEW 6" FL (IN -W)=440.70' 1.9 0 LIMITS OF 3. 'ROOF DOWNSPOUT CONNECTION. SEE ARCHITECTURAL AND PLUMBING 440.70' (SE) i 440.64' (5) 211 CONU CGNc IX 18" FL (IN-SE)=440.70' GRADING DRAWINGS FOR CONTINUATION. 1 k�G 444.66' Tc EX 24" FL (OUT -S)=440.64' 4. CONSTRUCT STORMWATER FILTRATION PLANTER. REFER TO DETAIL 2/G100. SEE \ I IN -LANDSCAPE DRAWINGS FOR PLANTING PLAN. NEW FENCE, TYP. I C 444.62 .42 5. CONNECT TO EXISTING STORM DRAIN MANHOLE. TAP EXISTING STRUCTURE BY CORE -DRILLING OR SAWING. INSTALL APPROVED COMMERCIAL BOOT „ 444.72 2% A ( ADAPTOR WITH LATEX CONCRETE BONDING AGENT AND NON -SHRINK GROUT ! IX 24 DIAMETER �� �,` 51 PER SPECIFICATIONS. CONCRETE STORM DRAIN �D • .6 I i tx 3.31 o =443 6. INSTALL STORMWATER PLANTER OUTFALL PER DETAIL 3/C110. .8 0/ 444.57) IX 8" DIAMETER W7. CONSTRUCT TRENCH TRAIN, TYPE POLYCAST DG070OPE FRAME (LOAD CLASS E), CONCRWITH POLYCAST TYPE DG0641D GRATE WITH DURAGUARD LOCKING DEVICE AND i. SEWER �E SANITARY Z (1,445.041 44 .58) TC \` J/ 6" BOTTOM DRAIN CUT-OUT, OR APPROVED EQUALS, NEW GATE, TYP. TCH BASIN 1: 444.15' -L OF WATER 44r) at' (Ni - a 6 =443.9) 3. 6 ti0 x ro o wry, kkh�G 2% r'o ksry kyh x � y k g SE LIM OF " 1m9% "d G ING G a�ti i i .. -443.90) f = 7) `tiy I kka� e i h Jss x khh k #Q,7 x ti 9e b' G k0i 'Sp, M •`� �` a Gp n46�• % kkk� k h_ i /-C)/ k"e s 1 0 p C i O ° , TC5 a4. p 5.03) 1(444,71) . kQ. hp 1 43. 443 5' khy. 4 5' �c FU OF ATER I CATCH BASIN 441, ' RIM: 445.08' DCCB OU LET Pi E ON FULL OF WATER XI I.E.: 440.08'(N -S) N RTH SI E OF CB kk o- h kk I a k6 h1G &67 x hb0 T k��l� ° �!I Inti 1 EX FENCE, w LAJ �w V a a __j0 �x 8. INSTALL DECK DRAIN, TYPE JAY R. SMITH 2240, OR APPROVED EQUAL WITH 12" -I1k SQUARE GRATE. SSMH RIM: 444.85' a,,; PG � `J �G 9. INSTALL 4" MANUAL ISOLATION SHUT-OFF VALVE, PER DETAIL 5/C110. REMOVE EXISTING 10 O CATCH BASIN AND W �p O ���X . 10. INSTALL DOUBLE CHAMBER CATCH BASIN WITH FILTRATION INSERT PER DETAIL REPLACE WITH GO v 6/C110. DOUBLE CHAMBERED CATCH BASIN WITH PLAN SCALE FILTRATION INSERTS ADA PARKING & RAMP GRADING DETAIL 3 1° ° 10 20 N SCALE 1"=10' ciao REMOVE EXISTING 10 1 INCH = 10 FT. CATCH BASIN AND REPLACE WITH DOUBLE CHAMBERED CATCH BASIN WITH FILTRATION INSERTS SEE ADA PARKING & RAMP 3 GRADING DETAIL C100 EXISTING ASPHALT TO BE REMOVED AND REPLACED. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. REMOVE EXISTING 10 CATCH BASIN AND REPLACE WITH DOUBLE CHAMBERED CATCH BASIN WITH FILTRATION INSERTS Fpy� �G PROPERTY LINE STORM RAIN � OUTFAL IS UNDER TYP. WATER i DITCH y/G AWA Y '2s PLAN SCALE N CIVIL UTILITY & GRADING PLAN 1 30 ° 15 30 60 SCALE: 1" = 30' \iiE1_j00 1 INCH = 30 FT. 1 1 2 1 -- --1 3 OVERFLOW 443.41' ELEV 442.41' ELEV 441.41' ELEV 440.41' C.t..t v 44u. V 1 442.41"1 1. Provide protection from all vehicle traffic, equipment staging, 6. Drain rock: and foot traffic in proposed infiltration areas prior to, during, a. Size: 3/4"-2-1/2" washed I and after construction. b. Depth: 12" Minimum 2. Dimensions: 7. Drain rock later shall be separated form the growing medium a. Depth of rain garden: 6" minimum and 12" maximum and the surround soils by a geotextile filter fabric. b. Flat bottom width: 2' min. c. Side slopes of Rain Garden: 3:1 maximum. 8. Growing medium: a. 12" minimum 3. Setbacks: b. Imported topsoil or amended native topsoil. a. Infiltration rain gardens must be 19 from foundations and 5' from property lines. Vegetation: Follow landscape plans otherwise refer to plant list in Filtration Rain Garden do not require a setback with SWMM Appendix F. Number of plantings per 1 00s of facility area: an approved waterproof liner. a. 100 Ground Covers, OR b. 80 Ground Covers, 2 Large Shrubs 4 Small Shrubs 4. Overflow: and 1 tress (deciduous or evergreen) a. Overflows are required unless sized to fully infiltrate the flood control design storm. 10. Install washed pea gravel or river rock to transition from b. Inlet elevation must allow for 2" of freeboard, inlets and splash pad to growing medium. minimum. 5. Piping; Minimum 3" pipe required for up to 1,500 sq ft of impervious area, otherwise 4" min. Piping material, slopes and installation shall follow the Uniform Plumbing Code. 14 CITY OF FILTRATION RAIN GARDEN DATE 11212 SCALE TS EUGENE, OREGON DRAWN BY SNG DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS ENGINEERING DIVISION FILTRATION 'RAIN GARDEN NOT TO SCALE 5 F A SITE PLAN J by Planner 2 0104 Rolledw_ SherwoW} Architects Pc 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541)342-8077 F (541) 345-4302 Ce CAPITAL ENGINEERING 8F CONSULTING, LLC 1430 Willamette Street #325 Eugene, Oregon 97401 www.capitalengineering.co 541-510-4225 PRpFFss 1NFF.R �0 65619PE E;,rWYdB OREGON 10 EXPIRATION DATE: 06/30/23 W ° W r I Z o i I �h hky. .�G \ o f f f �! C} w LAJ �w V a a __j0 �x 8. INSTALL DECK DRAIN, TYPE JAY R. SMITH 2240, OR APPROVED EQUAL WITH 12" -I1k SQUARE GRATE. SSMH RIM: 444.85' a,,; PG � `J �G 9. INSTALL 4" MANUAL ISOLATION SHUT-OFF VALVE, PER DETAIL 5/C110. REMOVE EXISTING 10 O CATCH BASIN AND W �p O ���X . 10. INSTALL DOUBLE CHAMBER CATCH BASIN WITH FILTRATION INSERT PER DETAIL REPLACE WITH GO v 6/C110. DOUBLE CHAMBERED CATCH BASIN WITH PLAN SCALE FILTRATION INSERTS ADA PARKING & RAMP GRADING DETAIL 3 1° ° 10 20 N SCALE 1"=10' ciao REMOVE EXISTING 10 1 INCH = 10 FT. CATCH BASIN AND REPLACE WITH DOUBLE CHAMBERED CATCH BASIN WITH FILTRATION INSERTS SEE ADA PARKING & RAMP 3 GRADING DETAIL C100 EXISTING ASPHALT TO BE REMOVED AND REPLACED. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. REMOVE EXISTING 10 CATCH BASIN AND REPLACE WITH DOUBLE CHAMBERED CATCH BASIN WITH FILTRATION INSERTS Fpy� �G PROPERTY LINE STORM RAIN � OUTFAL IS UNDER TYP. WATER i DITCH y/G AWA Y '2s PLAN SCALE N CIVIL UTILITY & GRADING PLAN 1 30 ° 15 30 60 SCALE: 1" = 30' \iiE1_j00 1 INCH = 30 FT. 1 1 2 1 -- --1 3 OVERFLOW 443.41' ELEV 442.41' ELEV 441.41' ELEV 440.41' C.t..t v 44u. V 1 442.41"1 1. Provide protection from all vehicle traffic, equipment staging, 6. Drain rock: and foot traffic in proposed infiltration areas prior to, during, a. Size: 3/4"-2-1/2" washed I and after construction. b. Depth: 12" Minimum 2. Dimensions: 7. Drain rock later shall be separated form the growing medium a. Depth of rain garden: 6" minimum and 12" maximum and the surround soils by a geotextile filter fabric. b. Flat bottom width: 2' min. c. Side slopes of Rain Garden: 3:1 maximum. 8. Growing medium: a. 12" minimum 3. Setbacks: b. Imported topsoil or amended native topsoil. a. Infiltration rain gardens must be 19 from foundations and 5' from property lines. Vegetation: Follow landscape plans otherwise refer to plant list in Filtration Rain Garden do not require a setback with SWMM Appendix F. Number of plantings per 1 00s of facility area: an approved waterproof liner. a. 100 Ground Covers, OR b. 80 Ground Covers, 2 Large Shrubs 4 Small Shrubs 4. Overflow: and 1 tress (deciduous or evergreen) a. Overflows are required unless sized to fully infiltrate the flood control design storm. 10. Install washed pea gravel or river rock to transition from b. Inlet elevation must allow for 2" of freeboard, inlets and splash pad to growing medium. minimum. 5. Piping; Minimum 3" pipe required for up to 1,500 sq ft of impervious area, otherwise 4" min. Piping material, slopes and installation shall follow the Uniform Plumbing Code. 14 CITY OF FILTRATION RAIN GARDEN DATE 11212 SCALE TS EUGENE, OREGON DRAWN BY SNG DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS ENGINEERING DIVISION FILTRATION 'RAIN GARDEN NOT TO SCALE 5 F A SITE PLAN J by Planner 2 0104 Rolledw_ SherwoW} Architects Pc 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541)342-8077 F (541) 345-4302 Ce CAPITAL ENGINEERING 8F CONSULTING, LLC 1430 Willamette Street #325 Eugene, Oregon 97401 www.capitalengineering.co 541-510-4225 PRpFFss 1NFF.R �0 65619PE E;,rWYdB OREGON 10 EXPIRATION DATE: 06/30/23 W W Z LU 0 ca c Z LU W �= Z 0 0 0 W > U d. W mgjuu W0 ac o _ ir W ? O JV' p O Z cC� U.Z a � m r° C 0 MARK DATE DESCRIPTION ISSUE DATE: 20 JUNE 2023 ISSUE: MDS CORRECTIONS PROJECT NO: 2239 DRAWN BY: AWSICN CHECKED BY: ILL CROBE MN I SHERWOOD I ARCHITECTS PC 2021 ORIGMIAL SHEET IZE:24'x36° CIVIL UTILITY AND Mm" DING PLAN MIN C a. a H GENERAL NOTES 2 1. EXISTING TOPOGRAPHIC INFORMATION: FROM SURVEY PREPARED BY ROBERTS SURVEYING, DATED 1/9/2023. 2. BASIS OF ELEVATION: ELEVATIONS SHOWN ON SURVEY ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #327 LAURA/SHELLY, A LEAD AND TACK IN TOP OF CURB LOCATED AT THE j POINT OF THE CURB RETURN AT THE SOUITHWEST CORNER OF THE INTERSECTION OF LAURA STYREET AND SHELLY STREET. ELEV=446.36' (NAVD88 DATUM), 3. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. THE MONUMENTS SHALL BE REPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY ORS 209.150. 4. LOCATIONS OF EXISTING UTILITIES ARE ASSUMED FROM INFORMATION AVAILABLE AND ARE NOT GUARANTEED TO BE COMPLETE AND ACCURATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF EXISTING UTILITIES. 5. CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY PRIOR TO EXCAVATING, BORING, OR POTHOLING. ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN O.A.R. 952-001-0010 - 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS 1-800-332-2344) 6. PRIOR TO CONSTRUCTION, POTHOLE AND VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT CONNECTION POINT(S) AND CROSSINGS AT UTILITIES SHOWN ON PLANS. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS. 7. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS AND COMPLY WITH REQUIREMENTS AND SPECIFICATIONS OF ANY RESPECTIVE UTILITY COMPANY FOR UTILITIES TO BE CUT, MOVED, RELOCATED, OR RE -CONNECTED TO AN EXISTING FACILITY. 8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ANY SERVING UTILITY COMPANY INSTALLING UTILITIES ON SITE. CONSTRUCTION OF OTHER UTILITIES MAY OCCUR AT SAME TIME ON SITE. 9. QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING LENGTHS. ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES NEEDED FOR LAYOUT OF SYSTEM. 10. CONTRACTOR SHALL PROVIDE AND INSTALL FITTINGS AS REQUIRED TO COMPLETE PIPE CONNECTIONS AND TRANSITIONS PER PLAN, AND TO CONFORM TO TRENCHING REQUIREMENTS AND SITE GRADES. 11. RIM ELEVATIONS ARE APPROXIMATE. FINAL ELEVATIONS MAY VARY AND SHALL MATCH FINISHED ELEVATIONS OF ADJACENT SURFACES. 12. TRACER WIRE SHALL ENTER ALL UTILITY STRUCTURES. EXTEND TRACER WIRE INTO STRUCTURE FAR ENOUGH TO PROVIDE ADEQUATE FREE WIRE TO EXTEND END OF WIRE 24" ABOVE/OUTSIDE OF STRUCTURE TO FACILITATE TESTING. COIL AND SECURE TRACER WIRE WITHIN EASY REACH OF STRUCTURE OPENING. VERIFY WIRE IS CLEAR OF ALL FILL MATERIAL IN UTILITY STRUCTURES. 13. CAP AND MARK ALL STORM DRAIN PIPE ENDS WITH A 2"X4" BOARD STUCK IN GROUND. END OF BOARD SHALL BE PAINTED WHITE AND EXTEND MINIMUM 18" ABOVE GROUND SURFACE. DID Do r r : • AC ASPHALT CONCRETE APPROX APPROXIMATE P/L PROPERTY LINE CONST CONSTRUCT --- - w - - w - - w - PROPOSED WATER SERVICE ESMT EASEMENT �„ SEE NOTE 3 EL/ELEV ELEVATION SAN 4u SAN PROPOSED SANITARY SEWER SERVICE EX EXISTING FFE FINISHED FLOOR ELEVATION - - -*-" --- SM -- STM- PROPOSED STORM DRAIN LINE FL FLOW LINE FT FEET/FOOT OCo PROPOSED CLEAN OUT LF LINEAR FEET MAXM MAXIMUM p AD PROPOSED AREA DRAIN ME MATCH EXISTING W MIN MINIMUM 0w PROPOSED PROPOSED DECK DRAIN WITH PCC PORTLAND CEMENT CONCRETE INTEGRAL TRAP PRIMER S SLOPE CB tJ TYP TYPICAL MCATCH PROPOSED DOUBLE CHAMBERED W w o BASIN WITH FILTER INSERTS Z + + + + ++ + + + + + + + PROPOSED STORMWATER FACILITY � + + + + + + r I'OP OF SWALE 7 M�N�MBEVEL PIPE END FLUSH WITH SLOPE 8" MINIMUM SEE PLANS FOR PIPE SIZE THICK RiP RAP \/\\�///� FINISHED " TH CK "-0 GRAVEL `' " FILTER OR DRAINAGE 2' MINIMUM .\/ // 450 BENI GEOTEXTILE LAYER RAIN PE X PE GARDEN EXTENSION BOTTOM LENGTH AS SECTION REQUIRED z �.I c� z� Q: 0-11 r - SEE PLANS FOR I _ PIPE SIZE -!_ �•f qtr • rli /r7!e!� r_ 7_ 1 IM01 t� � . til i . `. ,. `. • *• �• *• i• fin_* PLAN VIEW NOTES 1. RIP RAP MATERIALS SHALL BE PER O.S.H.D. SPECIFICATIONS, CLASS AS SPECIFIED OR CLASS 25. OUTFALL STRUCTURE - 4" TO 6" PIPE NOT TO SCALE 3 C110 -1 KHIVJl t iVIV COUPLER COUPLER PAVED AREA FINISHED GRADE 3 EARTH Ir 6" PIPE 6" OD NOTES 1. WATER LINES THAT PARALLEL SANITARY SEWER LINES SHALL BE LOCATED A MINIMUM OF 12" ABOVE SEWER LINES, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10'. 2. WITHIN 5' OF A BUILDING STRUCTURE, BUILDING CODE APPROVED PIPE MATERIAL AND %4"-0 CRUSHED ROCK BACKFILL SHALL BE USED. 3. SAWCUT, REMOVE AND REPAIR EXISTING SURFACES TO MATCH EXISTING ASPHALT, CONCRETE, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW IMPROVEMENTS. PROVIDE 4" MIN DEPTH ASPHALT PAVEMENT, 4" MIN DEPTH CONCRETE PAVEMENT, OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS GREATER. 4. 36" MINIMUM FOR FIRE SERVICE PIPES UNDER AREAS TRAFFICKED BY VEHICLES. (NFPA 24, 10-4) 5. INSTALL TRACER WIRE ON ANY PIPELINE(S) CONSTRUCTED OF NON-METALLIC PIPE MATERIAL, ACCESS COVER z TRENCH SECTION NOT TO SCALE LANDSCAPE AREA STRUCTURE GRATE FLOWLINE AS a. 4DICATED ON PLAN IV) 411 1 C110 TO FINISHED GRADE CAST IRON VALVE BOX TOP SECTION WITH TRAFFIC -RATED COVER. SLIP TYPE WITH TOP FLANGE. HEAVY DUTY IN PAVEMENT AREAS. 6" MIN DIAMETER. I FINISHED GRADE CHAMBER WITH SUMP PVC I DUCTILE IRON, SET BASIN ON PIPE- SCHEDULE 40, OR C900 COMPACTED PVC PIPE AND FITTINGS CRUSHED ROCK BASE NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON -CORROSIVE FASTENER 2" UNDER FRAME, 2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCLE BARS. SHALLOW COVER AREA DRAIN NOT TO SCALE 2 4 C110 - 3 BASE. LENGTH AS REQUIRED. 61�j1�i.ZiI�I� ARCHITECTURAL DRAWINGS FOR PAVEMENT SECTION NOTES 1. VALVE BOX SHALL NOT REST ON OPERATING ASSEMBLY. 2. CENTER VALVE BOX ON AXIS OF OPERATOR NUT. 3. TRACER WIRE SHALL ENTER VALVE BOX BASE CLEAR OF OPERATOR NUT AND/OR EXTENSION. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE IS WITHIN EASY REACH OF VALVE BOX OPENING. 4. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 4' FROM FINISHED GRADE. 5. OPERATOR NUT EXTENSION: OPERATOR NUT: 2" SQUARE, WELDED TO PIPE SHAFT END. OPERATOR EXTENSION: 1V SCH 80 PIPE SHAFT, LENGTH AS REQ'D. ROCK GUARD: X" STEEL PLATE, WELDED TO EXTENSION, DIAMETER= VALVE BOX EXTENSION INSIDE DIAMETER MINUS V. HOT DIP GALVANIZE UNIT AFTER FABRICATION. MANUAL SHUT-OFF GATE VALVE 5 --- Clio 4 NOT TO SCALE 4 PAVED AREA COVER. RIM SET TO FINISHED GRADE LENGTH AS REQUIRED SEE NOTE 1 5 LANDSCAPE AREA 3" 'MINS%: 6" MAX\\ \`MECHANIC PLUG BACKFILL FOR A MINIMUM OF 6" AROUND CLEANOUT / (AT PIPE END ONLY) PIPE EXTENSION AS REQUIRED PER PLANS NOTES: 1. RISER PIPE TO BE SAME SIZE AS MAINLINE. MAINLINES GREATER THAN 12" SHALL HAVE 12" RISER PIPE. STANDARD CLEANOUT 2 NOT TO SCALE Clio EXTENSION LENGTH AS REQUIRED COUPLER I AL SITE ) ice- 0 P fa n. nw: SEE NOTE 3 AND FITTINGS CHAMBERS WITH COMPACTED SUMP CRUSHED ROCK BASE NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON -CORROSIVE FASTENER 2" UNDER FRAME. 2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN, FACE OF CURB AT CENTER OF GRATED SECTION, OR INTERSECTION BETWEEN FACE OF CURBS. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCLE BARS <EXCEPT STRUCTURES INDICATED ON PLANS REQUIRING ADA -APPROVED GRATE.> 4. OUTLET LOCATION SHALL BE IN ACCORDANCE WITH CATCH BASIN ORIENTATION AS SHOWN ON PLANS. 5. CONCRETE COLLAR SHALL BE CONSTRUCTED AROUND CATCH BASIN, WITH A 3' OFFSET. 6. FILTRATION SYSTEM SHALL MEET THE REQUIREMENTS OF THE WASHINGTON TAPE STANDARDS, OR APPROVED EQUAL. DOUBLE CHAMBER CATCH BASIN DCCB 6 & FILTRATION SYSTEM C110 NOT TO SCALE 5 :�h��rW�Archlt� t 132 taitBrOadwty,.Suitt 540, Eugene, Jr+ego 97#01 P (541 ' 34 '-I- 077 F'' (541) 345 43U ccc CAPITAL ENGINEERING & CONSULTING, LLC 1430 Willamette Street #325 Eugene, Oregon 97401 www.capitalongineering.co 541-510-4225 D PROF, � NOINleFR&Z0 6561. PE p OREGON ' 0, EXPIRATION DATE: 06130/23 o a a REFER TO LANDSCAPE DRA AC PVMT AND BASE Y ¢ FOR SURFACE TREATMENT ROCK AS PER PLANS a a �„ SEE NOTE 3 SEE NOTE 3 t� W ► FINISHED EARTH Ir 6" PIPE 6" OD NOTES 1. WATER LINES THAT PARALLEL SANITARY SEWER LINES SHALL BE LOCATED A MINIMUM OF 12" ABOVE SEWER LINES, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10'. 2. WITHIN 5' OF A BUILDING STRUCTURE, BUILDING CODE APPROVED PIPE MATERIAL AND %4"-0 CRUSHED ROCK BACKFILL SHALL BE USED. 3. SAWCUT, REMOVE AND REPAIR EXISTING SURFACES TO MATCH EXISTING ASPHALT, CONCRETE, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW IMPROVEMENTS. PROVIDE 4" MIN DEPTH ASPHALT PAVEMENT, 4" MIN DEPTH CONCRETE PAVEMENT, OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS GREATER. 4. 36" MINIMUM FOR FIRE SERVICE PIPES UNDER AREAS TRAFFICKED BY VEHICLES. (NFPA 24, 10-4) 5. INSTALL TRACER WIRE ON ANY PIPELINE(S) CONSTRUCTED OF NON-METALLIC PIPE MATERIAL, ACCESS COVER z TRENCH SECTION NOT TO SCALE LANDSCAPE AREA STRUCTURE GRATE FLOWLINE AS a. 4DICATED ON PLAN IV) 411 1 C110 TO FINISHED GRADE CAST IRON VALVE BOX TOP SECTION WITH TRAFFIC -RATED COVER. SLIP TYPE WITH TOP FLANGE. HEAVY DUTY IN PAVEMENT AREAS. 6" MIN DIAMETER. I FINISHED GRADE CHAMBER WITH SUMP PVC I DUCTILE IRON, SET BASIN ON PIPE- SCHEDULE 40, OR C900 COMPACTED PVC PIPE AND FITTINGS CRUSHED ROCK BASE NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON -CORROSIVE FASTENER 2" UNDER FRAME, 2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCLE BARS. SHALLOW COVER AREA DRAIN NOT TO SCALE 2 4 C110 - 3 BASE. LENGTH AS REQUIRED. 61�j1�i.ZiI�I� ARCHITECTURAL DRAWINGS FOR PAVEMENT SECTION NOTES 1. VALVE BOX SHALL NOT REST ON OPERATING ASSEMBLY. 2. CENTER VALVE BOX ON AXIS OF OPERATOR NUT. 3. TRACER WIRE SHALL ENTER VALVE BOX BASE CLEAR OF OPERATOR NUT AND/OR EXTENSION. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE IS WITHIN EASY REACH OF VALVE BOX OPENING. 4. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 4' FROM FINISHED GRADE. 5. OPERATOR NUT EXTENSION: OPERATOR NUT: 2" SQUARE, WELDED TO PIPE SHAFT END. OPERATOR EXTENSION: 1V SCH 80 PIPE SHAFT, LENGTH AS REQ'D. ROCK GUARD: X" STEEL PLATE, WELDED TO EXTENSION, DIAMETER= VALVE BOX EXTENSION INSIDE DIAMETER MINUS V. HOT DIP GALVANIZE UNIT AFTER FABRICATION. MANUAL SHUT-OFF GATE VALVE 5 --- Clio 4 NOT TO SCALE 4 PAVED AREA COVER. RIM SET TO FINISHED GRADE LENGTH AS REQUIRED SEE NOTE 1 5 LANDSCAPE AREA 3" 'MINS%: 6" MAX\\ \`MECHANIC PLUG BACKFILL FOR A MINIMUM OF 6" AROUND CLEANOUT / (AT PIPE END ONLY) PIPE EXTENSION AS REQUIRED PER PLANS NOTES: 1. RISER PIPE TO BE SAME SIZE AS MAINLINE. MAINLINES GREATER THAN 12" SHALL HAVE 12" RISER PIPE. STANDARD CLEANOUT 2 NOT TO SCALE Clio EXTENSION LENGTH AS REQUIRED COUPLER I AL SITE ) ice- 0 P fa n. nw: SEE NOTE 3 AND FITTINGS CHAMBERS WITH COMPACTED SUMP CRUSHED ROCK BASE NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON -CORROSIVE FASTENER 2" UNDER FRAME. 2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN, FACE OF CURB AT CENTER OF GRATED SECTION, OR INTERSECTION BETWEEN FACE OF CURBS. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCLE BARS <EXCEPT STRUCTURES INDICATED ON PLANS REQUIRING ADA -APPROVED GRATE.> 4. OUTLET LOCATION SHALL BE IN ACCORDANCE WITH CATCH BASIN ORIENTATION AS SHOWN ON PLANS. 5. CONCRETE COLLAR SHALL BE CONSTRUCTED AROUND CATCH BASIN, WITH A 3' OFFSET. 6. FILTRATION SYSTEM SHALL MEET THE REQUIREMENTS OF THE WASHINGTON TAPE STANDARDS, OR APPROVED EQUAL. DOUBLE CHAMBER CATCH BASIN DCCB 6 & FILTRATION SYSTEM C110 NOT TO SCALE 5 :�h��rW�Archlt� t 132 taitBrOadwty,.Suitt 540, Eugene, Jr+ego 97#01 P (541 ' 34 '-I- 077 F'' (541) 345 43U ccc CAPITAL ENGINEERING & CONSULTING, LLC 1430 Willamette Street #325 Eugene, Oregon 97401 www.capitalongineering.co 541-510-4225 D PROF, � NOINleFR&Z0 6561. PE p OREGON ' 0, EXPIRATION DATE: 06130/23 W Z W o W }- W r...t.l,..R 0 ii/l� Ii Ili <t� t �I � j• � I• °!il a�•Ii \, fl• °t4\,ir • U) tJ �� � 0 W W w o a� Z � a a z V ZU. Uj U) EARTH Ir 6" PIPE 6" OD NOTES 1. WATER LINES THAT PARALLEL SANITARY SEWER LINES SHALL BE LOCATED A MINIMUM OF 12" ABOVE SEWER LINES, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10'. 2. WITHIN 5' OF A BUILDING STRUCTURE, BUILDING CODE APPROVED PIPE MATERIAL AND %4"-0 CRUSHED ROCK BACKFILL SHALL BE USED. 3. SAWCUT, REMOVE AND REPAIR EXISTING SURFACES TO MATCH EXISTING ASPHALT, CONCRETE, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW IMPROVEMENTS. PROVIDE 4" MIN DEPTH ASPHALT PAVEMENT, 4" MIN DEPTH CONCRETE PAVEMENT, OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS GREATER. 4. 36" MINIMUM FOR FIRE SERVICE PIPES UNDER AREAS TRAFFICKED BY VEHICLES. (NFPA 24, 10-4) 5. INSTALL TRACER WIRE ON ANY PIPELINE(S) CONSTRUCTED OF NON-METALLIC PIPE MATERIAL, ACCESS COVER z TRENCH SECTION NOT TO SCALE LANDSCAPE AREA STRUCTURE GRATE FLOWLINE AS a. 4DICATED ON PLAN IV) 411 1 C110 TO FINISHED GRADE CAST IRON VALVE BOX TOP SECTION WITH TRAFFIC -RATED COVER. SLIP TYPE WITH TOP FLANGE. HEAVY DUTY IN PAVEMENT AREAS. 6" MIN DIAMETER. I FINISHED GRADE CHAMBER WITH SUMP PVC I DUCTILE IRON, SET BASIN ON PIPE- SCHEDULE 40, OR C900 COMPACTED PVC PIPE AND FITTINGS CRUSHED ROCK BASE NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON -CORROSIVE FASTENER 2" UNDER FRAME, 2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCLE BARS. SHALLOW COVER AREA DRAIN NOT TO SCALE 2 4 C110 - 3 BASE. LENGTH AS REQUIRED. 61�j1�i.ZiI�I� ARCHITECTURAL DRAWINGS FOR PAVEMENT SECTION NOTES 1. VALVE BOX SHALL NOT REST ON OPERATING ASSEMBLY. 2. CENTER VALVE BOX ON AXIS OF OPERATOR NUT. 3. TRACER WIRE SHALL ENTER VALVE BOX BASE CLEAR OF OPERATOR NUT AND/OR EXTENSION. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE IS WITHIN EASY REACH OF VALVE BOX OPENING. 4. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 4' FROM FINISHED GRADE. 5. OPERATOR NUT EXTENSION: OPERATOR NUT: 2" SQUARE, WELDED TO PIPE SHAFT END. OPERATOR EXTENSION: 1V SCH 80 PIPE SHAFT, LENGTH AS REQ'D. ROCK GUARD: X" STEEL PLATE, WELDED TO EXTENSION, DIAMETER= VALVE BOX EXTENSION INSIDE DIAMETER MINUS V. HOT DIP GALVANIZE UNIT AFTER FABRICATION. MANUAL SHUT-OFF GATE VALVE 5 --- Clio 4 NOT TO SCALE 4 PAVED AREA COVER. RIM SET TO FINISHED GRADE LENGTH AS REQUIRED SEE NOTE 1 5 LANDSCAPE AREA 3" 'MINS%: 6" MAX\\ \`MECHANIC PLUG BACKFILL FOR A MINIMUM OF 6" AROUND CLEANOUT / (AT PIPE END ONLY) PIPE EXTENSION AS REQUIRED PER PLANS NOTES: 1. RISER PIPE TO BE SAME SIZE AS MAINLINE. MAINLINES GREATER THAN 12" SHALL HAVE 12" RISER PIPE. STANDARD CLEANOUT 2 NOT TO SCALE Clio EXTENSION LENGTH AS REQUIRED COUPLER I AL SITE ) ice- 0 P fa n. nw: SEE NOTE 3 AND FITTINGS CHAMBERS WITH COMPACTED SUMP CRUSHED ROCK BASE NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON -CORROSIVE FASTENER 2" UNDER FRAME. 2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN, FACE OF CURB AT CENTER OF GRATED SECTION, OR INTERSECTION BETWEEN FACE OF CURBS. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCLE BARS <EXCEPT STRUCTURES INDICATED ON PLANS REQUIRING ADA -APPROVED GRATE.> 4. OUTLET LOCATION SHALL BE IN ACCORDANCE WITH CATCH BASIN ORIENTATION AS SHOWN ON PLANS. 5. CONCRETE COLLAR SHALL BE CONSTRUCTED AROUND CATCH BASIN, WITH A 3' OFFSET. 6. FILTRATION SYSTEM SHALL MEET THE REQUIREMENTS OF THE WASHINGTON TAPE STANDARDS, OR APPROVED EQUAL. DOUBLE CHAMBER CATCH BASIN DCCB 6 & FILTRATION SYSTEM C110 NOT TO SCALE 5 :�h��rW�Archlt� t 132 taitBrOadwty,.Suitt 540, Eugene, Jr+ego 97#01 P (541 ' 34 '-I- 077 F'' (541) 345 43U ccc CAPITAL ENGINEERING & CONSULTING, LLC 1430 Willamette Street #325 Eugene, Oregon 97401 www.capitalongineering.co 541-510-4225 D PROF, � NOINleFR&Z0 6561. PE p OREGON ' 0, EXPIRATION DATE: 06130/23 MARK DATE DESCRIPTION ISSUE DATE: 20 JUNE 2023 ISSUE: MDS CORRECTIONS PROJECT NO: 2239 DRAWN BY: AWS CHECKED BY: ILL QROBERTSON ►SHEMW j ARCHnCTS PC 2021 OWGINU SHEET Sa:24Y9' CIVIL DETAILS W Z W o W }- W 0 0 W > U) tJ C' 0 W m 0 W W w o a� Z � a a z V ZU. Uj U) co MARK DATE DESCRIPTION ISSUE DATE: 20 JUNE 2023 ISSUE: MDS CORRECTIONS PROJECT NO: 2239 DRAWN BY: AWS CHECKED BY: ILL QROBERTSON ►SHEMW j ARCHnCTS PC 2021 OWGINU SHEET Sa:24Y9' CIVIL DETAILS J.r N08 CAPS Cr8 LCU1.AT i ONS LANDSCAPE AREA CALCULATIONS TOTAL SETBACK AREA LANDSCAPE 3600 5Q FT IRRIGATION f SLEEVING REQ'D TREE PLANTING: 8 SWRUB PLANTING: 3(0 (Per SDC 4.4-105 (xx: Two trees and 10 shrubs per 1000 sq ft planting area) PARKING LANDSCAPE AREA (Per SDG 4.4-105 (1=): 1 canopy trees and 4 shrubs per 100 Sq. ft. parking planting area) REQ'D TOTAL PAWING ASA LANDSCAPE TOTAL PARKING CANOPY TREES 6 TOTAL PAR{KiNG SHRUBS 23 [IRRIGATION, 6*10smrmm spmc: 11: 1 CAT IONS NOTE. PROVIDE SLEEVING UNDER HARDSCAPE t0 ALL IRRIGATED LANDSCAPE AREAS. PROVIDE HEAD TO HEAD COVERAGE. IRRIGATION SYSTEM DESIGN IS CONCEPTUAL. EXACT DEVICE LOCATIONS AND SYSTEM LAYOUT MAY CHANGE AT TIME OF BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITW APPLICABLE CITY CODE STANDARD. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN AND PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED AREAS. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM_ LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER iRACKiNG CONTROLLERS AND DEVICES- THE iRRi ATIDN SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. CONNECT IRRIGATION SYSTEM t0 MUNICIPAL WATER SOURCE (LOCATION PER LANDSCAPE ARCHITECT 4 OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER LANDSCAPE ARCHITECT 4 OWNER), ELECTRIC REMOTE CONTROL VALVES (RAiNBiRD PEB-PRS SERIES OR APPROVED), WITH, POP-UP SPRAY SPRINKLERS (RAINS1RD I 00 SAM SERIES OR APPROVED), AND/OR APPROVED ROtOR HEADS. INSTALL i2 1 POP - U SIN SHRUB BEDS bn PO -UPS { TURF AREAS. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE 80X (CARSON OR APPROVED). LOCATE VALVE BOXES IN SH A BO RUB REAS. WEATHER TRACKING CONTROLLER t0 BE PRO -C CONVENTIONAL SERIES WiTH SOLAR SYNC MODULE OR ET SYSTEM, OR APPROVED E AL - GWNRAI. NOTES 1. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY LANDSCAPE ARCHITECT. 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORW-, 3. LANDSCAPE ARCHITECT SHALL BE NOTIFIED 12 HOURS IN ADVANCE OF ANY SITE REVIEWS. 4. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 5. THERE SHALL BE REQUIRED REVIEWS BY LANDSCAPE ARCHITECT OR OWNERS RE�1 RE6ENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING 4 LAYOUT, PRIOR t0 CUTTING OR POURING CONCRETE, PRiOR TO BACKFILLiNG AND ROUGH GRADING, IN ADDITION TO REVIEW OF ALL REQUIRED SLEEVING. b. BASE INFORMATION WAS PROVIDED BY ROBERTSON/SNERWOOD ARCHITECTS AND PLANNERS, INC. STANGELAND AND ASSOCIATES, INC. HOLDS NO OBLIGATION t0 VERIFY AND / OR ADJUST BASE INFORMATION. 1. LOCATION OF PROPERTY LINES AND CORNERS ARE THE RESPONSIBILITY OF PROPERTY OWNER, CONTRACTOR, OR SURVEYOR STANGELAND AND ASSOCIATES, INC. HAS NO RESPONSIBILITY FOR THEiR LOCATION. 8. IMMEDIATELY NOTIFY ARCHITECT AND LANDSCAPE ARCHITECT OF ANY ITEM(S) DISCOVERED DURING SOIL DISTURBANCE THAT MIGHT BE CONSIDERED A HISTORICAL ARTIFACT. 5. PLANTING PLAN is CONCEPTUAL. EXACT PLANT SIZES AND SPECIES/CULTIVARS MAY CHANGE AT THE TiME OF BUILDING PERMIT SUBMITTAL iN COMPLIANCE WITH APPLICABLE CiTY CODE STANDARDS. 8 PROPOSED , 3�o PAVING , / IF IF t EXISTING PENCE TO IF REMAIN r - PROPOSED ' IF - 55cJ SQ. FT. 6 ; / 24 / i5` IF , ,: w IF J' ifx IF IF IF"- __ D r t - X mac- O N �n0 o s� EX. TURF TO BE REFURBISHMED URAL (t.b.d.) EX. TURP TO BE REFURBISHED EXISTING LANDSCAPE TO REMAIN 00 � IRRIGATION CONTROLLER, " -,, POST MOUNT. PROVIDE y WEATHERPROOF OUTLET G EXISTING LANDSCAPE TO REMAIN IRRIGATION POINT OF CONNECTION SVS IRRIGATION E3ACKFLOW PREVENTER, WILKiNS PLANT �G�}�I�UL� MODEL 9'15XL RP DEVICE, i III MIM I OY- BOTANICAL I COMMON NAME C'ONT -� AVf7AW 8 CORNUS KOUSA 'MILKY WAY' I MiLKY WAY KOUSA DOGWOOD 2" GAL. b ZELKOVA SERRATA *VILLAGE GREEN* / SAWLEAF ZELKOVA 2" CAL. STREET TREES QTY BOTANICAL / CV-IMON NAME SIT 12 CORNUS KOUSA / KOUSA DOGWOOD 2/1 CAL. UNDER RLINES 0 b KOELREUTERiA PANICULATA / GOLDEN RAIN TREE 2" CAL. OTYY BOTANICAL / COMMON NAME CONT 31 CALAMAGROSTIS X ACUTPLORA *KARL FOERSTER* / FEATHER REED GRASS I GAL 134 PENNISETUM ALOPECUROIDES *HAMELN* / HAMELN DWARF FOUNTAIN GRASS i GAL 0 59 PRUNUS L4UROCERASUS *OTTO LUYKEN* / LUYKENS LAUREL 5 GAL 1949nCOVERS Q= BOTANICAL / COMMON NAME CONT SPACING W + y + 681 SF LAWN / STORM CONVEYANCE SEED W STORM CONVEYANCE NOT TREATMENT 4,021 SF LAWN SOD PERENNIAL RYEA-- NE FESCUE BLEND 14,x,11 OF LAWN - REFURBISHED / REFURBISHED SEED OVER5EED EXISTING WiT14 PERENNIAL RYE/FiNE FESCUE BLEND. $�2T ER QTY BOTANICAL SOIL ��r-W3 b41 ARCTOSTAF"WYLOS UVA-URSi / KINNIKINNICK i GAL 12" oc. Rr�r�r�r b-ta STORMWATER FACILITY MiX i GAL 12" oc. rIf rrr�[r EQUAL QUANTITIES OF CARER OBNUPTA, JUNCUS EFFUSUS VAR. GRACILUS, JUNCUS PATENS, INTERMIX EQUALLY AT PLANTING. •...... s------ IMF IMF -- I C� ® � C== � ' IRRIGATION SLEEVING EX. PAVING EX. TURF TO BE REFURBISHED t - 1 �rt IOVERHEAD UTILITIES 1 I I 9 I I I 4 8 I I I 3 i EX. TURF TO BE REFUR51SHED V/10// 18" MAPLE TO eE REMOVED. PROPOSED FENCE PROPOSED STREET TREES. TURF (STORM CONVEYANCE) -A PROPOSED` {' PAYiNG * 111 Xik %�5TREETL IG-sHT r.. 4. W -h W W IRRIGATION 5LEEViNG EX. PAVING EX. PAVING N PLANTER5/PLANT BED ^rctostaphylos uva-ursi (641 eBUiLDING TO BE L 5tormwater Facilit Mix (678 REPLANTED y { EX_ TURF TO BE i REFURBISHED co -m-- - ffsRICGATION VALVES EX. AVIN P G- F rrrrrlrrrirrl I� = r- 'x=X�• -� r r r- r 1124 OAK TO BE REMOVED IRRIGATION MAINLINE AND-`�`--- <- _rrrrrrrrrrr STORMUJATER FACILITY I 1 SLEEVING SEE CIVIL - IRRIGATIONVALVES IN cl) x=�>� w:= i 1 PROP05 FENCE --. •. _- ED - - - - - - { - RRIGATI N MAINLINE ANDCATE5. - - - - - - - - - - _- - - - - ��n _=;•,-ate _ _ : -- _ - -- - - - - - - - - - - - - - - - _-- •Y W W •Y W W W W Y W W W 11.... W W W +1� `® W W W W W �W W W •Y W W W W •V �►. ,y W V. V� W W W/ W W W W > W W W W \ y m ,6e- 6 W W V. W W W W W W •Y WW W W W W W W W y W W y W W W � •Y •Y Y W •Y •Y Q. W W W W y y y W WW y 5' WIDE SETBACK W W LLJ PLANTING AREA PER 4.4-.105 PROPERTY LINE SMALL STREET TREES TURF AREA D OVERHEAD UTILfT{ES PER 4.2.140 (CURBSIDE OVERHEAD UTILITIES PLANTING) LAURA 5T. LEGEND 014MINO MWIUM - STORMWATlIR "CiLITINS LAWN AM" - c4mQ"lD* PREPARE WITH MINIMUM 12" REXiLIS PRO SWALE Mix. " ` ` PREPARE WiTH MINIMUM b" BAND, 2" ORGANICS, PLAN FOR 309. COMPACTION OF NEW 629 MULCH BOTTOM OF FACILITY WITH 2" DEPTH 1"-2" DiA. WASHED ROUND ROCK. ALL W MATERIALS. EXCAVATE APPROX. 5", TILL SUBGRADE PRiOR TO AMENDING. TiLL IN r r r r r r r r r r STORMWATER PLANTING AREAS TO BE IRRIGATED WITH HEAD TO HEAD COVERAGE AND ORGANICS, RAKE, ROLL, AND FERTILIZE PER MANUFACTURERS SPECS. THEN SOD. ALL LAWN r r r r r r r r r rr r r r r r r r PER IRRIGATION NOTES. SEE CiVIL FOR CONSTRUCTION DETAILS. " W y AREAS t0 BE iRRiGATED WITH HEAD t0 HEAD COVERAGE AND PER IRRIGATION NOTES rrrrrrrrrrryrrrrrr r r r r r r r r r ATION PI.AIT H>110 ARIA - „-„� iffy �Rla�2" UNLESS NOITED OTHERWISE CLEAN AREAS COMPLETELY OF ALL EXISTING CONCRETE, PATHS, PIPING, BRICK, BASE ROCK, ETC. AND/OR OTHER EXISTING CONSTRUCTED ELEMENTS. REMOVE ALL EXISTING AL SITE- BRUSH BRUSH AND PLANT MATERIAL UNLESS OTHERWISE NOTED ON SITE PLAN EXCAVATE BACKFLOW PREVENTION DEVICE R ' APPROX. 12" EXISTING BOIL IN ANTICIPATION OF INCREASED SOiL VOLUME BY ADDED AMENDMENTS. SCARIFY AND TILL SUBGRADES. PREPARE ALL PLANT BEDS WITH �� 22023 i n BLENDED MIX OF 8" STEER MANURE AND 81t SAND AND TiLL. TILL IN FERTILIZER PER V IRRIGATION VALVE MANIFOLD + v MANUFACTURERS SPECS INTO AMENDED SOIL. PLAN FOR MM SETTLING AND O LOCATE PER PLAN I COMPACTION OF NEW MATERIALS. MULCH WiTH 4" (GARDEN COMPOST. ALL PLANT BEDS � TO BE IRRIGATED PER IRRIGATION NOTES. SEE PLANT SCHEDULE FOR QUANTITIES_ IRRIGATION -' — — — — — — — IRRIGATION SLEEVES, (2) 4" SCH 40 LOCATE PER PLAN STREET LIGHT © 2023, STAWGULAND 4 ASSOC. INC. Z ck c9 z*jL o 0001 z a a Wo ct N WV P aa) o SJO F M� 0-105) m m ��= 3to W _�Q m w C 00 ca u� v► _ o ui LO o J d y� W N > LANDSCAPE PLAN date db. MAM dwe. rev. SCALE : F = 20'-0" 0 10 20 4r4