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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/14/202160 SHEET INDEX G'. 00 COVERSHEET G200 SITE PLAN C20 SITE UTILITY PLAN C2.1 PAVING & GRADING PLAN E1.1 SITE LIGHTING & PHOTOMETRIC PLAN G205 LANDSCAPE SITE PLAN G236 LANDSCAPE AREAS PLAN AND SW ALE FLAMING G300 EMERIOR ELEVATIONS G400 FLOOR PLAN CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 Y ,0/.1/ 4677 CRAIG 5..% �gi'f31` E�SQlIT • f TLI,WAC �,'�1 DE Zo21ch OF.6000 000 r- 00 M N N M u7 N M r- vi H- W ° (D r� J a Cv% F- LU LU � Y � U LU = �^ m� IL Y) oL� ui W :2E t7 F > o z_ F U Q n WW D r V W O = K rn a REVISIONS: ------------ ----------------- ------------------ DRAWN BY: CF SCALE: 1/ 16" = 1'-0" DATE: 27 Sept 2021 JOB NUMBER: 1906.0 SHEET NUMBER: G100 w SHEET INDEX G'. 00 COVERSHEET G200 SITE PLAN C20 SITE UTILITY PLAN C2.1 PAVING & GRADING PLAN E1.1 SITE LIGHTING & PHOTOMETRIC PLAN G205 LANDSCAPE SITE PLAN G236 LANDSCAPE AREAS PLAN AND SW ALE FLAMING G300 EMERIOR ELEVATIONS G400 FLOOR PLAN CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 Y ,0/.1/ 4677 CRAIG 5..% �gi'f31` E�SQlIT • f TLI,WAC �,'�1 DE Zo21ch OF.6000 000 r- 00 M N N M u7 N M r- vi H- W ° (D r� J a Cv% F- LU LU � Y � U LU = �^ m� IL Y) oL� ui W :2E t7 F > o z_ F U Q n WW D r V W O = K rn a REVISIONS: ------------ ----------------- ------------------ DRAWN BY: CF SCALE: 1/ 16" = 1'-0" DATE: 27 Sept 2021 JOB NUMBER: 1906.0 SHEET NUMBER: G100 N S 0 SHORT-TERM BIKE PARKING (4 STALLS)— PREVIEW MENU FOR CARS #9 AND #12 ORDER POST WHERE THE PRIMARY SOURCE OF SOUND IS LOCATED— MAIN MENUBOARD AT CAR #8 AND #1 I 6' CMU WALL AT DRIVE-THROUGH ORDERING. CMU FENCE IS COLORED, TEXTURED TO CONNECT Of AND MATCH THE TRASH ENCLOSURE. - LOCATE AS CLOSE TO P.L. AS PRACTICAL LONG-TERM BIKE PARKING (2 STALLS) AND DELIVERY RAMP. THIS AREA WILL BE UNDER CAMERA SURVEILANCE os 3 ' SEWER TO THIS CONNECTION, GREAT INTERCEPTOR ,y IN DRIVE-THROUHG LANE. SEE CIVIL SHEETS - N min SHED k:: d:, NEIGHBORING TREES G z1 � a HE W EXISTING DRIVE -WAY TO BE REMOVED, CURB AND GUTTERTO BE J ........ LUC ..... ARCHITECT 7209 Greenwood Avenue North O V2 z z 1CK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 W 'y P ,0,.10 c 4677 CRAIG B. PH ,fi., PUL o Lu "^ M N N M u, N M O r 1 z u F_ O „0 ST CAMPUS z ... F_ H w LU Z p Y ewe U>� J LU LU = J p m O = ULL] = 30 Ce _ Q w p o Wzz Li 'a o :: W 0 V1 O TA TYPICAL PARKING STALL :9X18'WITH WHEELSTOPS AT LANDSCAPING AND N' SIDEWALK AREAS. NO COMPACT STALLS - SCALE: 1/ 16" = 1'-0" ------------------- DATE: 27 Sept 2021 JOB NUMBER 1906.0 ------------------- 9 G200 ROOFED TRASH ENCLOSURE: COLORED, TEXTURED CMU TRASH ENCLOSURE ([1 WITH BOX -RIB METAL ROOF AND DOORS. PAD IS HYDRAULICALLY ISOLATED t uJeaxss FROM REST OF PARKING LOT AND CONNECTED DIRECTLY TO THE GREASE u[o[x LL N S 0 SHORT-TERM BIKE PARKING (4 STALLS)— PREVIEW MENU FOR CARS #9 AND #12 ORDER POST WHERE THE PRIMARY SOURCE OF SOUND IS LOCATED— MAIN MENUBOARD AT CAR #8 AND #1 I 6' CMU WALL AT DRIVE-THROUGH ORDERING. CMU FENCE IS COLORED, TEXTURED TO CONNECT Of AND MATCH THE TRASH ENCLOSURE. - LOCATE AS CLOSE TO P.L. AS PRACTICAL LONG-TERM BIKE PARKING (2 STALLS) AND DELIVERY RAMP. THIS AREA WILL BE UNDER CAMERA SURVEILANCE os 3 ' SEWER TO THIS CONNECTION, GREAT INTERCEPTOR ,y IN DRIVE-THROUHG LANE. SEE CIVIL SHEETS - N min SHED k:: d:, NEIGHBORING TREES G z1 � a HE W EXISTING DRIVE -WAY TO BE REMOVED, CURB AND GUTTERTO BE EXISTING EVERGREENS TO REMAIN AS MUCH AS POSSIBLE IN THIS AREA VEGETATIVE FENCING SHALL BE INSTALLED AROUND THE TREE DURING CONSTRUCTION, AND REMOVED DURING THE LANDSCAPE PLANTING PHASE OF CONSTRUCTION TO BE COME INTEGRATED INTO THE NEW FINSIHED DESIGN COMPUTERS DEAD O HER U ui z 0 N I � EXISTING FIRE HYDRANT / i OLYMPIC ZONE: LOW DENSITY RESIDENTIAL STREET / S 89T56'09 E 121.57' T, ....... / ..............u>:>:>: ........... -_ - i 8 - EXISTING POWER POLE/ 9' w _ µ}}111 H QC CR T. ENTRANCE SIG WITH ARROW POINTING TO NO H DRIVECUT �v N I i I / a /Za13 —--p HER p / o�a ��POCKPo poc�a\ o UP fl up 2 Mp � UP UP g 9 � I \ / 731 ADA [232B5,1 [10.439'1 PARK N A iia I Z / / / LANDSCAPING AND IRRIGATION: 91 9 ALL NEW REQUIRED PLANTING AREAS SHALL BE PROVIDED WITH A PERMANENT 9 ® i STOP I UNDERGROUND IRRIGATION SYSTEM UNLESS WHERE PLANTED WITH NATIVE SPECIES Wyj OR PLANT COMMUNITIES, OR AS MAY BE EXEMPTED BY THE DIRECTOR. 4.4-105.G. �q L , HCR HiQ ® ® u atg 1��� NEW STREET TREES PER (Section 4.2-140) TO BE ARMSTRONG RED MAPLE -SEE LANDSCAPE DESIGN PLAN 3 04 0 ��9,, / LANDSCAPE AREA =TOTAL PERVIOUS AREA LISTED BELOW OF 11,248 SF = 35% OF SITE ...... .... 9 / PUBLIC ARL:[ I% OF BUILDING COST) 8 _ 2 1 -91 PUBLIC ARL ELEMENT VISIBLE AT THIS CORNER, BECAUSE IT WILL GET MAXIMUM USE AND PRESENCE. CONCEPT: A CITY WALK OF INTERWEAVING RIBBONS OF PAVEMENT IN VARIOUS COLORS AND qU TEXTURES. SOME COLORED CONIC EMBEDDED WITH PREDOMINATE GLASS COLORS, OR ROCK 3 ; J ATI00'\ / TYPES, WOOD -GRAIN PATTERNED, SOME PAVERS LIKE CUT RIVER ROCK SHOWING THE INSIDES, AND ,i"````000OOO 7 SO ON. PATIO W/ POSSIBLE METAL FENCE, 3' HIGH PEDESTRIAN CIRCULATION: ADA ACCESS FROM R.O.W. TO RAISED CROSSWALK, WHICH WILL BE IN CONCRETE MATCHING THE SIDEWALKS. THE RAISED WALKWAY WILL SERVE TO SLOW TRAFFIC AT t THE WALK AND ELIMINATE OR GREATLY REDUCE THE NEED FOR RAMPING ���VYj EXISTING LIGHTED BUS STOP SHELTER NOT ON SITE. NO SCOPE FOR THIS ITEM '"''� •: ��' ro / OVERHANG OF BUILDING AT THE TWO ENTRANCES 'S HOT THE BUILDING FACADE FACING MOHAWK FOLLOWS THE PROPERTY LINE ANGLE �H KEN ,:',oti ^.� FOOD PICKUP WINDOW r� 2 5 SIF " z° �ti� ``y / 711 ( 311, ry 3' CMU WALL CLAD FINISH TO MATCH BUILDING FINISH -ARL STYLE AT PROPERTY LINE (4.4-110) F / / PAY WINDOW �0 / REDEVELOPMENT ARCHITECTURAL SITE PLAN SCALE: 1••=200 VICINITY MAP AS 4 FOOT CB ANDERSON ARCHITECT 7209 Greenwood Avenue North O V2 EXISTING EVERGREENS TO REMAIN AS MUCH AS POSSIBLE IN THIS AREA VEGETATIVE FENCING SHALL BE INSTALLED AROUND THE TREE DURING CONSTRUCTION, AND REMOVED DURING THE LANDSCAPE PLANTING PHASE OF CONSTRUCTION TO BE COME INTEGRATED INTO THE NEW FINSIHED DESIGN COMPUTERS DEAD O HER U ui z 0 N I � EXISTING FIRE HYDRANT / i OLYMPIC ZONE: LOW DENSITY RESIDENTIAL STREET / S 89T56'09 E 121.57' T, ....... / ..............u>:>:>: ........... -_ - i 8 - EXISTING POWER POLE/ 9' w _ µ}}111 H QC CR T. ENTRANCE SIG WITH ARROW POINTING TO NO H DRIVECUT �v N I i I / a /Za13 —--p HER p / o�a ��POCKPo poc�a\ o UP fl up 2 Mp � UP UP g 9 � I \ / 731 ADA [232B5,1 [10.439'1 PARK N A iia I Z / / / LANDSCAPING AND IRRIGATION: 91 9 ALL NEW REQUIRED PLANTING AREAS SHALL BE PROVIDED WITH A PERMANENT 9 ® i STOP I UNDERGROUND IRRIGATION SYSTEM UNLESS WHERE PLANTED WITH NATIVE SPECIES Wyj OR PLANT COMMUNITIES, OR AS MAY BE EXEMPTED BY THE DIRECTOR. 4.4-105.G. �q L , HCR HiQ ® ® u atg 1��� NEW STREET TREES PER (Section 4.2-140) TO BE ARMSTRONG RED MAPLE -SEE LANDSCAPE DESIGN PLAN 3 04 0 ��9,, / LANDSCAPE AREA =TOTAL PERVIOUS AREA LISTED BELOW OF 11,248 SF = 35% OF SITE ...... .... 9 / PUBLIC ARL:[ I% OF BUILDING COST) 8 _ 2 1 -91 PUBLIC ARL ELEMENT VISIBLE AT THIS CORNER, BECAUSE IT WILL GET MAXIMUM USE AND PRESENCE. CONCEPT: A CITY WALK OF INTERWEAVING RIBBONS OF PAVEMENT IN VARIOUS COLORS AND qU TEXTURES. SOME COLORED CONIC EMBEDDED WITH PREDOMINATE GLASS COLORS, OR ROCK 3 ; J ATI00'\ / TYPES, WOOD -GRAIN PATTERNED, SOME PAVERS LIKE CUT RIVER ROCK SHOWING THE INSIDES, AND ,i"````000OOO 7 SO ON. PATIO W/ POSSIBLE METAL FENCE, 3' HIGH PEDESTRIAN CIRCULATION: ADA ACCESS FROM R.O.W. TO RAISED CROSSWALK, WHICH WILL BE IN CONCRETE MATCHING THE SIDEWALKS. THE RAISED WALKWAY WILL SERVE TO SLOW TRAFFIC AT t THE WALK AND ELIMINATE OR GREATLY REDUCE THE NEED FOR RAMPING ���VYj EXISTING LIGHTED BUS STOP SHELTER NOT ON SITE. NO SCOPE FOR THIS ITEM '"''� •: ��' ro / OVERHANG OF BUILDING AT THE TWO ENTRANCES 'S HOT THE BUILDING FACADE FACING MOHAWK FOLLOWS THE PROPERTY LINE ANGLE �H KEN ,:',oti ^.� FOOD PICKUP WINDOW r� 2 5 SIF " z° �ti� ``y / 711 ( 311, ry 3' CMU WALL CLAD FINISH TO MATCH BUILDING FINISH -ARL STYLE AT PROPERTY LINE (4.4-110) F / / PAY WINDOW �0 / REDEVELOPMENT ARCHITECTURAL SITE PLAN SCALE: 1••=200 VICINITY MAP AS PROJECT SUMMARY SCOPE: REDEVELOPMENT OF EXISTING SITE INTO RESTAURANT WITH A DRIVE-THROUGH SITE AREA (MAP # 17-032581, TAX LOT #S -02700, -02800, -03100): 32,507 SF ZONE: MIXED USE COMMERCIAL PARKING (4-6100): 1SPACE PER 100 SF EATING AND DRINKING EST. PROPOSED BUILDING SIZE: 2915 / 100 = 29 STALLS REQUIRED, 33 PROVIDED BIKES:I per 670 square Feet of floor area 2915/600 = 4.9 = 5 PROVIDED: 25% LONG-TERM: 2,75% SHORT TERM: 4 = 6 PROVIDE (3) USHAPED RACKS CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 1CK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 'y P ,0,.10 c 4677 CRAIG B. PH ,fi., PUL o "^ M N N M u, N M O r 1 u F_ O „0 ST CAMPUS F_ H J Q LU Z p Y ewe U>� J LU LU = J p m O = ULL] = 30 Ce _ Q w p V) Li 'a W W W 0 V1 O TA of m a REVISIONS ------------------- ------------------- ------------------- ------------------- ------------------- ------------------ I SCALE: 1/ 16" = 1'-0" ------------------- DATE: 27 Sept 2021 JOB NUMBER 1906.0 ------------------- e G200 fa©m uJeaxss u[o[x LL PROJECT SUMMARY SCOPE: REDEVELOPMENT OF EXISTING SITE INTO RESTAURANT WITH A DRIVE-THROUGH SITE AREA (MAP # 17-032581, TAX LOT #S -02700, -02800, -03100): 32,507 SF ZONE: MIXED USE COMMERCIAL PARKING (4-6100): 1SPACE PER 100 SF EATING AND DRINKING EST. PROPOSED BUILDING SIZE: 2915 / 100 = 29 STALLS REQUIRED, 33 PROVIDED BIKES:I per 670 square Feet of floor area 2915/600 = 4.9 = 5 PROVIDED: 25% LONG-TERM: 2,75% SHORT TERM: 4 = 6 PROVIDE (3) USHAPED RACKS CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 1CK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 1CA 'y P ,0,.10 4677 CRAIG B. ,•p'` }� WIT • r• iii Q�Q[�`J�� Or O 1 6000 000 O M N N M u, N M O r u F_ O J F_ H J Q LU Z p Y �Q U>� J LU LU = J p m O = ULL] = 30 Ce _ Q w p V) Li 'a W W W 0 V1 O _ W of m a REVISIONS ------------------- ------------------- ------------------- ------------------- ------------------- ------------------ DRAWN BY: CF SCALE: 1/ 16" = 1'-0" ------------------- DATE: 27 Sept 2021 JOB NUMBER 1906.0 ------------------- SHEET NUMBER: G200 27-10" - - SIGN CONSTRUCTION UNDER SEPARATE PERMIT, BUT LIKELY HALO LETTERS OVER A HALO BACK LIT BACK GROUND GRAY BUILDING FINISH IS PRIMARILY STUCCO PAINTED IN A VARIETY OF GRAYS, REDS, AND BLACK WITH SOME OCCASIONAL YELLOW & WHITE HIGHLIGHTS PATIO SEATING STARTS HERE 0-01 - 0' — DARK GRAY LIGHT GRAY PAINTED WITH SOME RED AND YELLOW ARTISTIC HIGHLIGHTS � DARK RED LIGHT GRAY PAINTED WITH SOME RED AND YELLOW ARTISTIC HIGHLIGHTS DELIVERY BOOK IS 7 WEST ELEVATION SCALE: 114" = U-0' 16-0" 0-- - 12'-0" --- SOUTH ELEVATION OLYMPIC ELEVATION (NORTH) DARK GRAY ---j \LIGHT GRAY PAINTED WITH SOME RED AND YELLOW ARTISTIC HIGHLIGHTS j SCALE: 114" = U -d' DHC TEM SIGN UNDER SEPARATE PERMIT. SIDE TO BE DETERMINED DARK GRAY COLOR: RED LIGHT GRAY PAINTED WITH SOME REDAN� YELLOW ARTISTIC HIGHLIGHTS DARK RED FOOD PICKUP DARK GRAY DARK GRAY MOHAWK ELEVATION (EAST) SCALE: 114" = U-0' SCALE: 114" = U-0' _ 22' `V PATIO SEATING STARTS HERE 01-01,-0 CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 1CK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 P10 4677 CRAIG B. ��'OF CP1R� 0 0 0 M r, 00 ul N N M ' ^ �/ / N M O Z O4:1Z F- 0 0 J Q \> / F- LU J LJJ z Y O"'r- LU _ 2 J 0 LL LU D 0 0 X = a� w L� ui W � tD WW �a o� f, LA W x O O of m REVISIONS: ----------------- ----------------- ------------ ----------- DRAWN BY:_________ CF SCALE_ 1/ 16" - 1'-0" DATE: _ _27 Sept 2021 JOB NUMBER 1906.0 SHEET NUMBER: G300 Ea w J 4 -3 �H.�` FLOOR PLAN SCALE: 114" = I'-0" CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 1CK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 '0 4677 CRAIG B. 2 • • CP1R� 0 0 0 M r, 00 ul (14 N M N M r- N H- 0 J Q <Z Z J W � U_ > LUr- U0 O 00 0 O °30 J Y) _ ui LL LL � (D 'a o W W WoLr) LA a U) of m REVISIONS: ----------------- ----------- DRAWN BY:_________ CF SCALE: 1/ 16" = 1'-0" DATE: 27 Sept 2021 JOB NUMBER: 1906.0 ------------------- SHEET NUMBER: G400 11 / OP, BTO 1 � • OLYMPIC STREET / e s0 W —� Di 5 89`56'09" E 121.57' Lo 91 28" 18" -/ — — 2 LU W _l9 ° h B aOAl 0 10 FOOT UTILITY EASEMENT REC. NO. 75868 So / ° V ONO O 1 TS i5 TS e So N OHU 12 3 O 03 all 6 / � Q 03 �� 07 ® Y2– d TXE JOCUMENTAW THE DESIGNS INCQRPQRA HEHEN ARE me FHDFERTvaT aoHNsoN ZO W DflODE .ENGINEERING. LLC. AND IS NOT TO PE GENERAL NOTES THIS SHEET: G n OS UU 0) .CTWTHWTIN FROJEcrN rld! TTEN+aNV TI LU 'WrALEWRIrrENaulH0.P13A `Hwa rHEaHwclEN oEroHNswueHDDEHrcx 1. NOT USED Z O Z G ENGINEERING = 0 0 LL OtYZ M w m o TO 0 w Uj 3 Ma 3 KEYED NOTES THIS SHEET: ` a� LJ.J 01 VEGETATED SWALE f Oz EXISTING FIRE HYDRANT 03 DOUBLE CHAMBER CATCH BASIN, TYP 07 ® CONNECT TO EXISTING STORM DRAIN LINE TXE JOCUMENTAW THE DESIGNS INCQRPQRA HEHEN ARE me FHDFERTvaT aoHNsoN BACKFLOW PREVENTION PER S.U.B. REQUIREMENTS DflODE .ENGINEERING. LLC. AND IS NOT TO PE NEW GAS SERVICE 10 orea OS HYDRAULICALLY ISOLATED TRASH ENCLOSURE .CTWTHWTIN FROJEcrN rld! TTEN+aNV TI 'WrALEWRIrrENaulH0.P13A `Hwa rHEaHwclEN oEroHNswueHDDEHrcx WITH ROOF AND DRAIN TO WASTEWATER ENGINEERING O6 CONNECT TO EXISTING WASTEWATER SERVICE LINE 07 NEW ELECTRICAL SERVICE OB BLD. DOMESTIC WATER CONNECTION. PROVIDE BACKFLOW PREVENTION PER S.U.B. REQUIREMENTS 09 NEW GAS SERVICE 10 PROPOSED GREASE INTERCEPTOR 11 BUILDING ROOF DRAIN CONNECTION , / py Poh 2 — 5 FOOT UTILITY 00 EASEMENT 2 0 FQ ha REC. NO 89102 / p 5 / TOP o�` c6 ,h I 04 0 o pe/ 2-12" ® 16 f5D7 Lsol fs is I �h Ry BEEN ICON � T LEGEND THIS SHEET 1PROPERTY LINE Oa WATER VALVE FUEL TANK MANHOLE 24 ° ^1p / / — — EASEMENT LINE De WATER MEFER UNKNOWN MANHOLE o' 376 MAJOR CONTOUR INTERVAL ® IRRIGATION VALVE Ill UNKNOWN VAULT 5 i e y > oro MINOR CONTOUR INTERVAL ® IRRIGATION VALVE (ROUND) 10 GAS METER o 1 / JB —TOP — — —MP — TOP OF BANK GRADE BREAK LINE O WATER VAULT D9< GAS VALVE re A h° _ / O u� —TOE — — —TOE — TOE OF BANK GRADE BREAK LINE oa BACK FLOW PREVENTER AHc HVAC EQUIPMENT HATCH DENOTES BUILDING OUTLINE OTs <> FIRE HYDRANT TRAFFIC SIGNAL BOX � I / / HATCH DENOTES BUILDING OVERHEAD FO° TRAFFIC FIRE DEPARTMENT CONNECTION SIGNAL CABINET _ _ _ - WW– CV HATCH DENOTES ASPHALT PAVEMENT ® WATER MANHOLE 0 TRAFFIC SIGNAL POLE WITH ARM 0 a O PROPANETANK X HATCH DENOTES CONCRETE ® AREA DRAIN OB 11 / h° o m" HATCH DENOTES GRAVEVSAND ® AREA DRAIN (SQUARE) SIGN oro HATCH DENOTES LANDSCAPE PLANTER M STREET CATCH BASIN • BOLLARD ho HATCH DENOTES BRICK PAVERS O CURB INLET ® WOOD POST 5 FOOT uTL 6\ O® STORM DRAIN MANHOLE a FLAG POLE p -' SEMENT / CURB OR CURB &GUTTER h\- N0. 89103 k' N°W / ho ,hh — — Tp PAVEMENT PAINT STRIPE OR MARKING o ROOF DRAIN O STEEL POLE \ A IIS c / b o 0 0 y CHAINLINK FENCE STORM PIPE OUTFALL ® MAIL BOX —0-0-0— IRON FENCE — TO — TRENCH DRAIN PARKING METER i t/ JB O 4 ❑Cry ❑ Cry WOODEN FENCE 09 a a.� CABLE TV LINE a © CLEANOUT BASKETBALL HOOP or �O® SANITARY SEWER MANHOLE ijb BORE HOLE c �° / COMM COMM UNDERGROUND COMM LINE t UTILITY POLE ijb TEST PIT ED FO UNDERGROUND FIBER OPTIC LINE GUY ANCHOR m MONITORING WELL G G GAS LINE LIGHT POLE ry o Jv _hh oL E UNDERGROUND ELECTRICAL LINE O 3`: LIGHT POLE WITH ARM AD AREA DRAIN 01 \ / y – –WW– – – WW – – –WW – – WASTE WATER LINE ® STREET LIGHT BOX AD SQ SQUARE AREA DRAIN ELECTRIC METER CB CATCH BASIN SO SO STORM DRAIN LINE EM O TS TS TRAFFIC SIGNAL LINE [E ELECTRIC RISER CMP CORRUGATED METAL PIPE Poro _W_W_ WATER LINE ® ELECTRIC TRANSFORMER COMM COMMUNICATIONS T —OHL— — — —OHL— – OVERHEAD COMBINED UTILITY LINE OE ELECTRIC VAULT CP CONTROL POINT ooh�=e – — — — OHW — OVERHEAD CABLE N LINE Q POWER MANHOLE ELEC ELECTRIC o — ONE — — — ONE — – OVERHEAD POWER LINE � tia r,o® CABLE N RISER FEE FINISHED FLOOR ELEVATION 0? r° — — OHSL — OVERHEAD STREET LIGHT POWER LINE ID TELEPHONE RISER FO FIBER OPTIC —Off — — — —OHT— – OVERHEAD TELEPHONE LINE O TELEPHONE VAULT SS SANITARY SEWER ® PAYPHONE SD o STORMWATER OCOMM MANHOLE T.CONC TOP OF CONCRETE Al ro vo FIBER OPTIC VAULT TBC TOP BACK CURB o TC TOP OF CURB l / 1p TFC TOP FACE CURB TP TOP PAVEMENT T.WALL TOP OF WALL o TW TOP WALK O ,G 10' / / ° SITE UTILITY PLAN NORTH cz.0 1"=zo' / hh w o or 0 2021 JOHNSON BRODERICK ENGINEERING. No part of this document can be reproduced without the written permission from JIBE, 1325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-94831 t` r Z O U_uOf = 00 O ~O Q W 00 2 = LL 90�Z LUO �GO ce to 2021.05.05 nett No: 21016.02 twn By: JW tacked By, AMB SITE UTILITY PLAN set title, C2.0 S89'56'09" E 121.57' OLYMPIC STREET QPAVING AND GRADING PLAN NORTH cz.1 r=2o' NON -BUILDING IMPERVIOUS AREA TREATMENT SUMMARY BASIN IMP AREA (FTa2) TREATMENT AREA(FTa2) TREATMENT AREA % A❑ 4778 580 12% © 6283 1135 18% © 8354 NO SWALE Z TOTAL IMPERVIOUS AREA TOTAL IMPERVIOUS AREA TREATED BY VEGATATIVE MEANS PERCENTAGE OF IMPERVIOUS AREA TREATED O 19415 11060 57% GENERAL NOTES THIS SHEET: 1. NOT USED KEYED NOTES THIS SHEET: 01 NOT USED LEGEND THIS SHEET rNE oocutirENrano rNEOEsrcns lrcaevoRarEo vRoaERry araonnsov BRO SE ' IN ENGINE ERI NG. LLC, MDIs NCT TO as U6E0.MWHOLE OR GAM. rO . OIHE2 BWALE rouu.r N"iRHWrT THE o TT so uTM�ewTI ENGINEERING AC BLACK CONCRETE 2O AN A CONCRETE OQ �O qO DRAINAGE DIRECTION BASIN DRAINAGE BOUNDARIES /0, PROPERTY LINE 2 CURB O STORM DRAIN MANHOLE O SEWAGE MANHOLE ET3 DOUBLE CATCH BASIN x .n FG FINISHED GRADE �w.xx FFE FINISHED FLOOR ELEVATION 0 2021 JOHNSON BRODERICK ENGINEERING. No part of this document can be reproduced without the written permission from JIBE, 1325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-94831 Z O U>LU = m O p ¢ w 00 2 = LL LU LU Z 0 r �U) Date: 2021.05.05 Project No: 21016.02 Drawn By: JW Checked By AMB PAVING & GRADING PLAN C2.1 Y z d T 91 U l Y d Z m� O y w C OI ZLu � Z C =O C7W f O W Z E M w T 7 vi w � Uj a y w>3 e am Wa U �w LEGEND THIS SHEET rNE oocutirENrano rNEOEsrcns lrcaevoRarEo vRoaERry araonnsov BRO SE ' IN ENGINE ERI NG. LLC, MDIs NCT TO as U6E0.MWHOLE OR GAM. rO . OIHE2 BWALE rouu.r N"iRHWrT THE o TT so uTM�ewTI ENGINEERING AC BLACK CONCRETE 2O AN A CONCRETE OQ �O qO DRAINAGE DIRECTION BASIN DRAINAGE BOUNDARIES /0, PROPERTY LINE 2 CURB O STORM DRAIN MANHOLE O SEWAGE MANHOLE ET3 DOUBLE CATCH BASIN x .n FG FINISHED GRADE �w.xx FFE FINISHED FLOOR ELEVATION 0 2021 JOHNSON BRODERICK ENGINEERING. No part of this document can be reproduced without the written permission from JIBE, 1325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-94831 Z O U>LU = m O p ¢ w 00 2 = LL LU LU Z 0 r �U) Date: 2021.05.05 Project No: 21016.02 Drawn By: JW Checked By AMB PAVING & GRADING PLAN C2.1 I ZONE: MUC -ZONE: LOW DENSITY RESIDENTIAL STATISTICS 1 E4.01 DRIVEWAY 9A DESIGN VALUES AREA AVERAGE MAXIMUM MINIMUM MAXIMIN AVGIMIN DRIVEWAY 1.1FC 2.9FC 0.4FC 7.3:1 2.81 PARKING AREA 1.3FC 3.1 FC 0.5FC 6.2:1 2.6:1 PROPERTY BOUNDARY 0.2FC 0.5FC O.OFC NA NA z ZONE: LOW DENSITY RESIDENTIAL / PROPERTY BOUNDARY 1 E4.01 DRIVEWAY 9A C -U OA /M.E.W aC) EQUIPMENT REFERENCE (EF -1 - EXHAUST FAN 1) Joe Karcher ,"1711 71 CIRCUIT/ FEEDER REFERENCE A C (fl)(ff)b LL DESCRIPTION MANUFACTURER PRODUCT CODE[21 TYPE HEIGHT ZONE: LOW DENRESIDENTIAL ZONE: COMMUNITYCOMMERCIP � CJ OWNER. N<VAA o O EXPIRES: 121$1/2021 m n SIGNED: 07/15/15/211 PY:2021038 ENSII RESIDENTIAL U C, �I P z �D LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GL1- 6 - 4S - 730 - STD D +18'-0" W 6322 3000K 58 H O a � PAF AND MOTION SENSOR WU, --- p c .CL U Q L r 0 = m S2 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GLl - 4 - SQ - 730 - STD POLE +18'-0" LED 4466 3000K 36 AND MOTION SENSOR T-- S3 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GLl - 4 - 2M - 730 - STD WALL +20'-0" LED 4502 F«e'er-f• 36 AND MOTION SENSOR S4 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GL1-4-4S-730-STD POLE +18'-0" LED 4244 3000K 36 AND MOTION SENSOR P r rr«rr«r«r NOTES [11 MANUFACTURER AND MODEL SHOWN ARE FOR DESIGN INTENT ONLY, CONTRACTOR IS RESPONSIBLE FOR FINAL LIGHTING FIXTURE SUBMITTAL AND SELECTION THAT MEETS DESIGN INTENT. PRODUCT NUMBER MAY NOT INCLUDE ALL REQUIRED HARDWARE AND ACCESSORIES, CONTRACTOR IS RESPONSIBLE FOR REVIEWING CONTRACT DOCUMENTS AND ENSURING ALL HARDWARE AND ACCESSORIES ARE PROVIDED FORA COMPLETE AND FUNCTIONAL INSTALLATION. [21 rr/ «rrr [31 COORDINATE POLE SELECTION WITH OWNER/ARCHITECT. r KITCHEN r DI«rP A] KUP1 KLP r r r x r r r 'KIP r13 ` Par DINT A y y ♦ r ✓ . rP KMP r a r r r r. ZONE: LOW `wrT2.. ry N IT . r r r rrrr rs W9mr r r. r ,P• r r r. _ ,r r� r PHOTOMETRIC CALCULATIONS NTS ;KING AREA ZONE: COMMUNITY COMMERCIAL - SITE PLAN TRASH ENCLOSURE 4 — ENTRY SIGN dOlS ND � I I �I I ZONE: LOW DENSITY RESIDENTIAL - c �I 1 E4.01 DRAWING REFERENCE (SHEET E4.01, DRAWING 1) 9A C -U OA CIRCLE NOTE aC) EQUIPMENT REFERENCE (EF -1 - EXHAUST FAN 1) Joe Karcher ,"1711 71 CIRCUIT/ FEEDER REFERENCE A C (fl)(ff)b W S. DESCRIPTION MANUFACTURER PRODUCT CODE[21 TYPE HEIGHT C -D LUMENS I COLOR TEMP � CJ OWNER. N<VAA o O EXPIRES: 121$1/2021 m n SIGNED: 07/15/15/211 PY:2021038 ry Cir U C, �I P z �D LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GL1- 6 - 4S - 730 - STD D +18'-0" W 6322 3000K 58 SYMBOL LEGEND COMMON 1 E4.01 DRAWING REFERENCE (SHEET E4.01, DRAWING 1) 9A HEX NOTE OA CIRCLE NOTE EF EQUIPMENT REFERENCE (EF -1 - EXHAUST FAN 1) Joe Karcher O CIRCUIT/ FEEDER REFERENCE A REVISION SYMBOL AND CHANGE CLOUD (fl)(ff)b NEW, DEMO, EXISTING LIGHTING DAVES HOT CHICKEN POLE MOUNTED SITE LIGHT 9A WALL MOUNT LIGHTING Seattle, Washington 98103 LIGHTING FIXTURE SCHEDULE n Q CONDUIT DOWN, CONDUIT UP Joe Karcher B. THIS DESIGN IS PRIMARILY FOR BASIS OF DESIGN [11 MOUNTING COMMUNICATING INTENT OF SITE PERFORMANCE LIGHTING. ALL OTHER ELEMENTS ID DESCRIPTION MANUFACTURER PRODUCT CODE[21 TYPE HEIGHT LAMP LUMENS I COLOR TEMP WATTS COMMENTS OWNER. N<VAA o O EXPIRES: 121$1/2021 m n SIGNED: 07/15/15/211 PY:2021038 ry Cir VJ�O� o - P z Sl LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GL1- 6 - 4S - 730 - STD POLE +18'-0" LED 6322 3000K 58 H O a � Ll AND MOTION SENSOR WU, Iry 0 p c .CL U Q L w 0 = m S2 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GLl - 4 - SQ - 730 - STD POLE +18'-0" LED 4466 3000K 36 AND MOTION SENSOR S3 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GLl - 4 - 2M - 730 - STD WALL +20'-0" LED 4502 3000K 36 AND MOTION SENSOR S4 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GL1-4-4S-730-STD POLE +18'-0" LED 4244 3000K 36 AND MOTION SENSOR NOTES [11 MANUFACTURER AND MODEL SHOWN ARE FOR DESIGN INTENT ONLY, CONTRACTOR IS RESPONSIBLE FOR FINAL LIGHTING FIXTURE SUBMITTAL AND SELECTION THAT MEETS DESIGN INTENT. PRODUCT NUMBER MAY NOT INCLUDE ALL REQUIRED HARDWARE AND ACCESSORIES, CONTRACTOR IS RESPONSIBLE FOR REVIEWING CONTRACT DOCUMENTS AND ENSURING ALL HARDWARE AND ACCESSORIES ARE PROVIDED FORA COMPLETE AND FUNCTIONAL INSTALLATION. [21 PROVIDE BATTERY BACKUP FOR FIXTURES INDICATED ON FLOOR PLANS AS EMERGENCY LIGHTING. [31 COORDINATE POLE SELECTION WITH OWNER/ARCHITECT. LIGHTING SA POLE MOUNTED SITE LIGHT 9A WALL MOUNT LIGHTING RACEWAY �--� UNDERGROUND RACEWAY OJ J❑ JUNCTION BOX Seattle, Washington 98103 CONTINUATION n Q CONDUIT DOWN, CONDUIT UP DISTRIBUTION EQUIPMENT FM METER SHEET NOTES A. PROVIDE SITE LIGHTING AS ARCHITECT SHOWN. ORIENTATION OF Seattle, Washington 98103 SYMBOL INDICATES ORIENTATION Fax 782-5624 OF LIGHT FIXTURE. Joe Karcher B. THIS DESIGN IS PRIMARILY FOR Eugene, OR 97401 COMMUNICATING INTENT OF SITE LIGHTING. ALL OTHER ELEMENTS IN DESIGN REQUIRE ADDITIONAL z INFORMATION TO BE FINALIZED BY w P6J0y OWNER. N<VAA o O EXPIRES: 121$1/2021 m n SIGNED: 07/15/15/211 PY:2021038 ry Cir VJ�O� o - *HEX NOTES 1. PROVIDE 2'-0" HIGH IMPACT RESISTANT LIGHT POLE BASE. 2. PROVIDE IN -GRADE JUNCTION BOX. 3. SIZE AND QUANTITY OF CONDUIT(S) IS NOT DEFINED AT THIS POINT IN THE DESIGN. SEE BUILDING DESIGN FOR ADDITIONAL DETAILS. 4. ENSURE THERE IS A MINIMUM OF 3'-0" OF DISTANCE BETWEEN SERVICE AND GAS. VERIFY WITH UTILITIES FOR EXACT SEPARATION REQUIREMENTS. CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: ICK BIrdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 AOf25ZQ ®REGON ZD,m0O $LU w P6J0y N<VAA o O EXPIRES: 121$1/2021 m n SIGNED: 07/15/15/211 PY:2021038 ry Cir VJ�O� � P z Z W V U a v H O a � Ll 2 O WU, Iry 0 p c .CL U Q L w 0 = m rr a ------------------ REVISIONS: ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ -_________________ DRAWN BY: EEC SCALE: DATE: 30 MAR 2021 JOB NUMBER 1 91 2.0 ------------------- SHEET NUMBER: El m0 ZONE: MUC ZONE: LOW DENSITY RESIDENTIAL 7 2 TREES TO 91 �• - ---------- � d y — i REDEVELOPMENT =4 N LANDSCAPE SITE PLAN SCALE: 1/16"= 1'-0' PUBLIC ART ELEMENT 1% OF BLDG COST, see G200 • A• 9 � Pill Q DJW 4 rJ See G206 for SWALE PLANTING PLANS Plant Key Alpine Hemlock 4-5 ft min i . It` Armstrong red maple 1.5 Cal Bloodgood Japanese Maple #15 gallon Pink Flowering Dogwood #15-20 gallor ♦ 1 4 Kark F grass #1 gallon Sundance Mexican Orange # Euonymus alatus comp. #5 gallol Gulf Stream Nandina #5 gallon r1 May night Salvia #1 gallon Miss Kim Lylac#3 gallon Yt Weigelia #3 gallon Sword fern #1 gallon Acoris ogon #1 gallon V Siberian Iris #1 gallon Goldmound Spirea #3 or #5 gallon ALL NON-SWALE PLANTERS ARE FULLY IRRIGATED CB ANDERSON ARCHITECT 7209 Greenwood Avenue North cm 206-782-2911 Fax 782-5624 CLIENT: Joe Karcher MOM Eugene, OR 97401 V 1 11 mmm M. ,: -: _ IA Q DJW 4 rJ See G206 for SWALE PLANTING PLANS Plant Key Alpine Hemlock 4-5 ft min i . It` Armstrong red maple 1.5 Cal Bloodgood Japanese Maple #15 gallon Pink Flowering Dogwood #15-20 gallor ♦ 1 4 Kark F grass #1 gallon Sundance Mexican Orange # Euonymus alatus comp. #5 gallol Gulf Stream Nandina #5 gallon r1 May night Salvia #1 gallon Miss Kim Lylac#3 gallon Yt Weigelia #3 gallon Sword fern #1 gallon Acoris ogon #1 gallon V Siberian Iris #1 gallon Goldmound Spirea #3 or #5 gallon ALL NON-SWALE PLANTERS ARE FULLY IRRIGATED CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: JCK Birdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 O O O W O O N NLn M N CDM r F O J X F - Z Y U_ n 2 W U Z O m0 O Y Q J !n UL w W0 C:) ai a ---------------- REVISIONS: ------------------ ------------------ ------------------ ------------- DRAWN BY: CF ------------------ SCALE: 1/16'= V-0" DATE: - 11 May 2021 JOB NUMBER: 1906.0 SHEET NUMBER: G205 -------------------- ------------------------------- ------------- -------------------------------- ------------- ----- ZONE ----- ---__ A ---_- - _________ _ _________ _________ _ _ZONE_ —_ _ ______ DOUBLE _____ CATCH BASIN -_ - - 5BO SF STORMW ATER PLANTER == PLANTING PLAN A - --- SCALE: 1/8"=1'-0' GROUND COVER, 4 -INCH POTS SPACED P ON CEM ER (PER _ ------------ 100 SQUARE FEET OF THE FACILITY) - ------------- -------------- ---------------- -------------- ---------------- ----------------- ZONE A DOUBLE CATCH _ _____________ ------ BASIN ----------------__-_-_ -_----------_---_----_-_ -ZONE- --B _c_ B -------------- 1,135 SF STORM W ATER PLANTER PLANTING PLAN B SWALE PLANTING SCHEDULE SCALE: 1/8"=1'-0' 1. GROUND COVER: SCAREC OBNUPTA FOR ZONE A 2. GROUND COVER: CORNUS KELSEYII FOR ZONE B AND FOR'SMALL SHRUB' 3. NYSSA SYLVATICA AND OR POPULUS TREMULOIDES (IF NEEDED) FOR DECIDUOUS TREES OR STREET TREES. 4. SPIREA DOUGLASII (IF NEEDED) FOR'LARGE SHRUB' 5. CALOCEDRUS DECURRENS (IF NEEDED) FOR'EVERGREEN TREE' o ci �sRWIN FOR PARKING LUIS, ONE SHOPS OR SHO CUI✓05 WITH CUT 0U15 2 Fr MIX si14X. �� AOPES FlAT 9070M () a£/ATUq ..- rr, J11 i n rp law 12' 6XUAIMC MEDIUM' Y1� � FLIER FIHiIC U1F13LUW TO A= RowSUMp+ME UISCXM0 POM 1. Provide protection from all vehicle traffic, equipment staging, 7. A geolextile is required to isolate the drain rock from the and foot traffic in proposed infiltration areas prior to, during, subgrade and growing medium and after construction. 2. Dimensions: a. Width of Swale: R - 12'. 8. Growing medium: Depth of swale: 12" a. 12" minimum E. Longitudinal slope of swale: 0.5% min and 6% max. E. Import topsoil or amended native soil c Flat bottom width: 2' minimum. d. Side slopes of swele: 3:1 maximum. 9. Vegetation: Follow landscape plans otherwise refer to plant list in SWMM Appendix F. Vegetative swales must have 3. Setbacks (from centerline of facility): following plantings per 1 00s of facility area: a. Infiltration swales must be 10' from fou ndalions and a. 100 Ground Covers, OR 5from property lines. E. 80 Ground Covers, 2 Small Shrubs, 4 Large Shrubs, b. Filtration swales must have a waterproof liner when and 1 Tree (deciduous or evergreen) within 10' from foundation of 5' from property lines. 10. Waterproof liner: Shall be 30 mil PVC or equivalent for 4. Overflow, flow-through facilities. a. Overflows are required to an approved point discharge point unless sized to fully infiltrate the 11. Install washed pea gravel or river rock to transition from flood control design storminlets and splash pad to growing medium. b. Inlet elevation must allow for 2" of freeboard, minimum. 12. Check dams: Shall be placed at 12" intervals along the length of the Swale. 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. 6. Drain rock: a. Size: 3/4" - 2-1/2" washed b. Depth: 12" minimum VEGETATED SWALE DATE 102014 SCALE NTS oaawN ar srvc TYPICAL DETAILS 7951 - LANDSCAPE PLANTER A LANDSCAPE PLANTER B LANDSCAPE PLANTER C LANDSCAPE PLANTER D LANDSCAPE PLANTER E LANDSCAPE PLANTER F LANDSCAPE PLANTER G LANDSCAPE PLANTER H LANDSCAPE PLANTER I LANDSCAPE PLANTER J 10,177 INCW DING PLANTER CURBS 32,507 SF ENTIRE SITE PERCENTAGE OF PLANTED AREAS: 31.3% ALL PLANTERS TO BE IRRIGATED m> X V N N N W N J d CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: JCK Birdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 6$04677 CRAIdfA:G B. 21E SOi'T Cj W .L , WA • �'y) D� d 7 0V (iR tL P O OBJ O N N M lf1 N M Z O QU L/1 J � O V) a < LU LC1/L Z W Y � LU U_ n Q U rn o� U O mo V) = a Q (n = w < LL_ W 7 W C F Z > O Z E C' U Q r- �' W I W 0 Ln W J o = o- cn a REVISIONS: ----------- --------------- --------------- ----------------- DRAWN BY: CF SCALE: 1/ 16" = 1'-0" ------------------- DATE: 27 Sept 2021 JOB NUMBER 1906.0 ------------- SHEET NUMBER: G206 t00 9'1yS%QOCL �iY�S ,� 15 SEE SHEET 2 BOUNDARY & TOPOGRAPHIC SURVEY LOCATED IN THE SW QUARTER OF SECTION 25 TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON FIELD SURVEYED: 21 APRIL 2021 NOTES: 1.) VERTICAL DATUM: CITY OF SPRINGFIELD BENCHMARK: BRASS DISK IN CURB AT THE S BENCHMARK NO. 223 OF 16TH STREET AT 90 DEGREE CURVE. ELEVATION =464.15' 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), EUGENE ZONE. THE RESULTANT BEARING OF THE CENTERLINE OF MOHAWK BOULEVARD 15 NORTH 29°10'01" EAST. 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO. 21-22429 BY EVERGREEN LAND TITLE COMPANY, EFFECTIVE DATE MARCH 30, 2021. 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS& REFERENCE MAPS MADE AVAILABLE BY THE VARIOUS UTI UTY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION. 5.) TOTZ LINE SHOWN HEREON IS APPROXIMATE, AND WAS PROVIDED BY JOHNSON BRODERICK ENGINEERING, LLC. 6.) THE SUBJECT PROPERTY APPEARS TO UE WITHIN FLOOD ZONE W1, AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOODPLAIN, ON FLOOD INSURANCE RATE MAP PANEL NUMBER 41039C1161 F, EFFECTIVE DATE JUNE 2, 1999. STORM TABLE: SANITARYTABLE: LEGEND: OSTORM MANHOLE MAN 11 CATCH BASIN Ol SANITARY MANHOLE BUILDING OUTLINE WITH DOOR CONCRETE SURFACE RIM =4 RIM = 462.17' RIM = 464.66' FULL OF SEDIMENT IE8"OUT (E)=460.57' IE8"IN(W)=460.01' 1 ASPHALT SURFACE O STORM MANHOLE (ABANDONED) 12 CATCH BASIN IE8"OTNE)=4.01' IE 8" OUT (NE) = 460.00' WALL RIM "IN(N)S' RIM =463.31' - - - - - - - - - - BUILDING OVERHANG IE 10"INT(5)=0.03' LEO"DUT(W)=462.fi6' O SANITARY MANHOLE IE 30" OUT (S) = 459.85' RIM = 464.40' CURB UNE O CATCH BASIN 13 CATCH BASIN RIM=464.01' IE8"IN(SW)=459.03' EDGE OF ASPHALT IE4"IN(E)=459.83' RIM=464.12' IE4"OUT (S)=463.33' IE 811 OUT IN E)=459.01' RIGHT-OF-WAY UNE IE 8" OUT (W)=461.87' 14 CATCH BASIN O3 SANITARY MANHOLE' _ EASEMENT UNE O STORM = RIM 463.50' LOT UNE RIM=46445HOLE' HE 4'"OUT(W)=463.17' PROPERTY LINE OCATCH BASIN15 CATCH BASIN 0 WOOD FENCE RIM=461.85' RIM=463.98' E ELECTRICAL UNE IE8"OUT (E)=462.61' IE4"OUT (E)=463.33' TS TRAFFIC SIGNAL LINE O CATCH BASIN 16 CATCH BASIN T TELECOMMUNICATIONS LINE SD STORM LINE NO VISIBLE PIPES HE 4-p " OSTORM MANHOLE' 17 CATCH BASIN SS SANITARY SEWER UNE W WATERLINE RIM =463.39' RIM =464.78' Og CATCH BASIN FULL OF SEDIMENT G GAS LINE RIM =463.21'18 CATCH BASIN OHU OVERHEAD UTILITY LINES IE8"OUT (W)=460.76' RIM=463.81' [ ) UNDERGROUND LINE PER AS-BUILTS HE 8" OUT (N) =462.36' SIGN O CATCH BASIN � RIM=462.61' 19 CATCH BASIN D/W DRIVEWAY ENTRY IE6"OUT (N)=460.17' RIM=464.94' HCR HANDICAP RAMP 10 STORM MANHOLE FULL OF SEDIMENT mJB EERRICALJUNCTION BOX RIM =462.96' IE 8" IN (W) = 460.03' GUY ANCHOR IE 6" IN (S) = 460.04' IE8"OUT (E)=459.86' 0 POWER POLE K�Tjr - OVERHEAD LIGHT 'DENOTES STRUCTURES UNABLE TO POWER POLE/OVERHEAD LIGHT BE OPENED DUE TO CONSTRUCTION IN MOHAWK BLVD. 0 GV GAS VALVE SANITARY MANHOLE WITH STRUCTURE J'OJ i STORM MANHOLE WITH STRUCTURE m CATCH BASIN OO SANITARY/STORM STRUCTURE# TRO TELECOMMUNICATIONS RISER O SB TRAFFIC SIGNAL BOX FOT____� TRAFFIC CONTROL SIG NAL ARM W WATER VALVE PROJECT CONTROL: qp FIRE HYDRANT m WATER METER STATION DESCRIPTION NORTHING EASTING ELEVATION 0ICV IRRIGATION CONTROL VALVE 1 1-1/8" BRA55 CAP "KPFF CONTROL' 112452.43 207748.08 464.85' ® TRASH CAN DECIDUOUS TREE DECIDUOUSTRPRESENTS 2 1-1/8" BRASS CAP"KPFF CONTROL' 112723.80 207861.87 465.27' ��V••// DRIPLINE 3 MAG NAIL W/ WASHER "KPFF CONTROL" 112870.35 207738.94 464.55' `' CONIFEROUSTREE -PERIMETER REPRESENTS DRI PLINE 4 MAG NAIL W/ WASHER "KPFF CONTROL" 112642.96 207734.10 465.49' FOUND MONUMENT A#1 PROJECT CONTROL POINT REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 30, 1997 TROY T. TETSUKA 2841 RENEWAL 6/30/2022 SCALE 20 0 10 20 40 Joe NO 2100131 1 INCH = 20 FEET 111 EBY ORN Ave., Suite 2400 PoMand, OR 97204 0:503.227.3251 F: 503.224.4681 www.kolf.. 2"G BOUNDARY & TOPOGRAPHIC SURVEY LOCATED IN THE SW QUARTER OF SECTION 25 TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON FIELD SURVEYED: 21 APRIL 2021 SEE SHEET I TITLE/ICON REAL N j\ ESTATE BUILDING p yp ro J S 7771 r / JB m q` � S I` 0 CV --- / ° SHED % pe: J fs FOOT UTILITY / EASEMENT REC. NO. 89103 ~\ / A e'4 I �� JB W D1 HE I �// s h la / p / I 44g, 4F TE `.\ e4 \F �W e" °r �]y // 7 / O �rtJiWTy24• O HE X00 0 °rJ / a o 10" s / 4 °rJ rJ / p �TR >G / / 0 J °r /8"55� 8"5511 8"SS 'Si / O J 1 ° 0 /IDS / r Y/ fi / D REGISTERED PROFESSIONAL AND SURVEYOR TROY T. TETSUKA 2841 RENEWAL 6/30/2022 LEGEND: SCALE 20 0 10 20 40 1 INCH = 20 FEET 111 SW HRit Ave., Suite 2400 PoMand, OR 97204 0:503.227.3251 F: 503.224.4601 www.kMT. BUILDING OUTLINE WITH DOOR 0 CONCRETE SURFACE ASPHALT SURFACE --¢ WALL — — — — — — — — — — BUILDING OVERHANG 11011 CURB UNE — EDGE OF ASPHALT lip" RIGHT -OF -WAV LINE — EASEMENT UNE m LOT UNE 00 PROPERTY LINE TR° WOOD FENCE E ELECTRICAL UNE TS TRAFFIC SIGNAL LINE T TELECOMMUNICATIONS LINE SD STORM LINE SS SANITARY SEWER LINE W WATER LINE G GAS LINE OHU OVERHEAD UTILITY LINES I UNDERGROUND LINE PER AS-BUILTS SIGN D/W DRIVEWAY ENTRY HCR HANDICAP RAMP ojB ELECTRICAL JUNCTION BOX SCALE 20 0 10 20 40 1 INCH = 20 FEET 111 SW HRit Ave., Suite 2400 PoMand, OR 97204 0:503.227.3251 F: 503.224.4601 www.kMT. GUY ANCHOR 0 POWER POLE OVERHEAD LIGHT --¢ POWER POLE/OVERHEAD LIGHT V GAS VALVE 11011 SANITARY MANHOLE WITH STRUCTURE lip" STORM MANHOLE WITH STRUCTURE m CATCH BASIN 00 SANITARY/STORM STRUCTURE# TR° TELECOMMUNICATIONS RISER O SB TRAFFIC SIGNAL BOX FOT___=� TRAFFIC CONTROL SIG NAL ARM DJJLGL WATER VALVE qp FIRE HYDRANT W 0 WATER METER °ICV IRRIGATION CONTROL VALVE ® TRASH CAN DECIDUOUSTREE -PERIMETER REPRESENTS DRIPLINE CONIFEROUS TREE -PERIMETER REPRESENTS DRIPLINE FOUND MONUMENT An PROJECT CONTROL POINT SCALE 20 0 10 20 40 1 INCH = 20 FEET 111 SW HRit Ave., Suite 2400 PoMand, OR 97204 0:503.227.3251 F: 503.224.4601 www.kMT.