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HomeMy WebLinkAboutPlans Applicant 10/2/2023EXISTING FIRE HYDRANT I / /v v oq CONTRACTOR TO COMPLY WITH THE FOLLOWING WELL -HEAD m REPLACE NORTH FENCE AND LOCATE CLOSER F / TO PROPERTY LINE (8 PROTECTION NOTES THIS SHEET - ALSO SEE SHEEP G500 x MN OLYMPIC STREET / m N N ZONE: LOW DENSITY RESIDENTIAL y1Y�� ;�Oq- / o 1.57 CENTERLINE S 89'56'09' E 12 -- -- -- -- -- r—" -- 25' OF 1 m N R.O.W.- I_ - - - - - J o / Q POLE - NO o QI 1 2 3 4 5�1 -1 7 N STREET z W j N W Sq of POST WELLHEAD PROTECTIONS NOyw' S Y AT CONSTRUCTION ENTRANCE q'sO ® Q F —0 Ox Z 15 10 FOOT UTILITY O U W EXISTING SITE AS -IS W EASEMENT 1 NO 75868 - (E) 24'+/ -ADJUSTABLE 2 -HEAD N O POLE LIGHT. UNABLE TO ' ❑ e / / 16 DISCE HIT SO E TYPE � / �I * ❑ Q a O 8 9 /]B�" � V ° / WHEN THIS DRIVEWAY IS ABANDONED THEN N a^sO IT NEEDS A 5' LANDSCAPE BUFFER. THE NEW 4 - ABAND NED DRIVE LANDSCAPE CAN BE BIO PLANTER AND RE ORED SIDE T ` O o o1CV OR IPI RONE-W -- -- -- — — 1 — — — — — D E- Q v 0 fl K 11 2 PRO LINE ' NEW WHEEL STOPS TO PROTECT 5' LANDSCAPING 30-' 5 FOOT UTILITY /W EASEMENT c+IIV 4, REC. NO.89102 I° PU CAR `� / y�' / EXISTING SITE AREAS: (NO CHANGES PROPOSED) SEE G201 T° — STOP ° mW �° `y N y1 /F SF I RADIU oa 'v =�/ EXISTING BUILDING ROOF OVERHANG FOOTPRINT FO TStsP I I I % YFA 2 yS,IEpRS U gg@�q EXISTING ACCESSORY BUILDING ROOF OVERHANG FOOTPRINT: SF = I .(� 15",rls / g7,S'o .�2 EXISTING PARKING,SIDEWALKS,PATIOS, AND ALL OTHER HARDSURFACES: 18,611 Sts 57% ' W 51 L'� � 18' 0 13 25 26 Z] D 3 O S / o=Q�.� W / EXISTING PERVIOUS LANDSCAPE AREAS (NOT INCLUDING CURBS): 9,926 SF =31 % i' O TOTAL AREA: 32507 SF 21 7 �Rq 2 2 J WALK-UP WINDOW AT EXISTING DOOR LOCATION Y A0(IF PERVIOUS PAVERS ARE NOT USED FOR WIDENING DCISTING SIDEWALK, THEN 28 SF ADDED TO Q EXISTING ROOF OVERHANG Z 2 (N) CONIC. ✓s �i w h a- �W / IMPERVIOUS AND SUBTRACTED FROM PERVIOUS) - CURB R� COVERED STALLS: I STANDARD BIKE, AND I LARGE BIKE 0 MPACT RGRE/ �EN / p STALL (ALL QUALIFY AS LONG-TERM) O ° ° ICON sb _ (E)CONCRETE RAMP TO REMAIN lyj OMP �` 'C5, S Y e / o (E)ELEC. LEGEND: Q O� MOSTLY COVERED STALLS: 2 STANDARD BIKE STALLS SHORT-TERM \ ° �" ° POLE NO 6 ADDED LANDSCAPING AREAS -SEE SHEETS G500 AND G501 z STREET LIGHT O NOTE: ALL EXISTING LANDSCAPED AREAS ARE EITHER TO BE � EXISTING POLE LIGHT WITH HIGH -LOW PRESSURE SODIUM - - p b s REVISED, CONVERTED TO STORMWATER RETAINAGE OR ED BULB IN REFLECTOR. FACE OF REFLECTOR IS 12 ABOVE F /�-p>, ° a�Wq �' / °/ $ / REMAIN ASIS. D PARKING LOT PAVING w _ _ J( /j`y� NOTE: WE ALREADY HAVE A TREE FELLING PERMIT, BUT IT MAY Q O //I m \\ J OR MAY NOT BE USED. — / m (E) EXISTING (N)=NEW of - FF 465.60' ABANDON EXISTING DRIVE -UP WINDOW TENANT IMPROVEMENT IN EXISTINGSTRUCTURE Z DAVE'S HOT CHICKEN / m o0 NEW LANDSCAPING ISLAND 2642 SF NET AFTER TENANT IMPROVEMENT 0 0,h O a SEE SHEEP A105 FOR FLOOR PIAN 19 O - , S li REVISE EXISTING STOREFRONT FOR NEW DELIVERY DOOR- �n 18' NOTE: DRIVE GRADE AND FLOOR GRADE ARE NEARLY Z ro 6,-,'' s / /[ o Ode WIDEN EXISTING 4'± CONCRETE SIDE WALK TO 5' MINIMUM WIDTH. (N) PERVIOUS: SF OR USE SAME DUE TO PREVISU DRIVE -UP TELLER WINDOW O �i / ° PERVIOUS PAVERS ADJACENT TO EXISTING CONCRETE WALK. EXISTING LIGHTED BUS STOP SHELTER NOT ONSITE. NO SCOPE FOR THIS ITEM 0 (E) CONCRETE AREA / o VICINITY MAP PROJECT LOCAON EXISTING PAVED GRADE SLOPES TO WEST. SO, IT MAKES �. �Lo SENSE TO MAKE THIS A BIOPLANTER (786 SF AREA) EASEMENT I O SFOOT UTILITY EC. NO. 89103 O EXISTING POLELIGHT WITHHIGH-LOW PRESSURESODIUM 20'-44"_/ e. CENTERLINE m ¢ ,4n a•=• O .ee,,,,,, ,°,`'© __ BULB IN REFLECTOR. FACE OF REFLECTOR IS 12 ABOVE w 87 R.O.W. o PARKING LOT PAVING 4- . 3 z /a a a, SEE G570 SHEETS FOR NEW STREET TREES �s � c ° a F v va'uxq EXISTING 369 SF ROOFED ACCESSORY STORAGE BUILDING,FW �` '"� _ N G S-2. TENANT IMPROVEMENT FOR TRASH ENCLOSURE- - v )- O �O AT TRASH ENCLO URE T POST MAINTAIN HYDRAULIC ISOLATION- INSTALL NEW SHIER GB ti� PERMANENT W HEA 1 HYDROMECHANICAL UNDERSLAB GREASE INTERCEPTOR O 0 - ' PROTECTION N 2 " ��, �� oar lisp 4 . 1 9 _„ice a 4FOOTGAT z TIN WELLHEAD PROTECTION CONSTRUCTION NOTES: N �e� TRAFFIC SUMMARY / F R T R° 3 Owe / e p 4/ a ...... I. DNAPL CHEMICALS ARE PROHIBIIF THE -CONTRACTOR AND ALL SUBCONTRACTORS— — — — — ;r° ARE REQUIRED TO PROVIDE THE OWNERS ENGINEER WITH COPIES OF SDSS FOR ALL T o O CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE SDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY O CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-744-3745) o °+ WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS 2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BETAKEN TO PREVENT GROUNDWATER U CONTAMINATION. 3. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE W RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS PETROLEUM Z o PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER N ° 1�° RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAIM AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMEM. 4. EQUIPMEM MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT ° o FLUID-CONTAINING EQUIPMEM LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A 10” a DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PRARICA - PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO Y� COMPUTE " THE SOIL OR STORM WATER DRAINAGE SYSTEM. / 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BEUSED77NTRIS STE. — — OTR / e /J Gv A TRAFFIC IMPACT STUDY (TIS) ISNOT REQUIRED, BECAUSE THE PROPOSAL DOES NOTqru- a 0 oY j 0 .10EXCEED 1,000 ADT OR 100 PEAK HOUR TRIPS' ,� oe ITE TRIP GENERATION I ITH EDITION HAS LAND USE (934) FAST FOOD DRIVE RESTAURANT £ WITH DRIVE THRU HAS A WEEKDAY RATE OF 467.48 TRIPS/ I NO SQ.FT AND A PM PEAK P =�d HOUR RATE OF 50.94TRIPS/IOOOSQ. H. D +°aE ° / ¢ u Ex °Q� gq oia ITE TRIP GENERATION FOR LAND USE (912) DRIVE-IN BANK HAS A WEEKDAY TRIP RATE OF ® �- 100.35 TRIPS/1 OOOSQ.H. ANDA PM PEAK HOUR RATE OF 20.92TRIPS/1 OOOSQ.H. / THE PREVIOUS DECISION CONCLUDED THAT :'EXI5TING3.6505Q.FT. DRIVE-IN BANK PROJECT SUMMARY POST WELLHEAD ROTEQ ION SIGN ANDA PROP05ED 2,915 50, FT. FA5TFOOD RE57AURANT THE PROJECT REMAIN5 UNDER AT CONSTRUCTI NENT ANCE THE TRIP THRE5HOLD FOR REQUIRING A TIA FOR THE PEAK HOUR WITH 73 NEW PEAK SCOPE: TENANT IMPROVEMENT CHANGE OF USE FROM BA NK -RET AIL TO REST URANI[ -NO SITE / o HOUR TRIP5 AND 996 NEW WEEKDAY TRIPS." WORK EXCEPT PERHAPS TRASH UPGRADE (EXISTING DRIVE-THRU WILL BECOME ON-LINE ORDER PICK (N) LY"SIGN UP) ONLY" SIGN / THE CURRENT PROPOSAL IS LESS, BECAUSE THE MEZZANINE OF THE BUILDING IS REMOVED. THIS RESULTS IN A PROPOSED 2,642 SO. FT. FAST FOOD RESTAURANT WITH NO SITE AREA (MAP # 17-0325-31, TAX LOT #S -02700,-02M, -03100): 32,507 SF DRIVE / -THRU, WHICH IS 450.49 TRIPS/1000 SOFT. = 96%OF THE DEMAND IF THERE WAS A / ro oia DRIVE-THRU. ZONE: MIXED USE COMMERCIAL / THEREFORE, IF A 2,915 SQ. F.T. FAST-FOOD WITH DRIVE-THRU COMPLIED WITH "73 NEW PARKING (46-100): (SPACE PER ICO SF EATING AND DRINKING EST. PEAK HOUR TRIPS AND 996 NEW WEEKDAY TRIPS", THEN A FAST-FOOD WITHOUT A TENANT IMPROVEMENT NET AREA: 2642/ 100=26 STALLS REQUIRED, 28 EXISTING DRIVE-THRU (933) AT 2,642 SQ. FT, 90% THE SIZE AND 96% THE DEMAND ALSO COMPLIES. BIKESA per 600 square Feet of floor area 2642/600 =4.4 =4 e PROVIDED: 25% LONG-TERM, 75% SHORT TERM. CALCULATED RESULT: THIS PROPOSAL EXPECTS BETWEEN 66 TO NEW PEAK HOUR TRIPS AND 89670 956 NEW WEEKDAY TRIPS =A TIS IS NOT REQUIRIR ED ANY NEW REQUIRED BIKE RACKS COULD FIT UNDER EXISTING ROOF OVERHANGS, THUS ALL WOULD QUALIFY AS "LONG-TERM" = TWO / o EXISTING SITE PLAN jL SCALE: V" 27' o, /0 CB ANDERSON ARCH ITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, O'JR�� 97401 �VOft'� C • , 4 J P poi OOo0 O � N N M /E\ N Z O X F_ O W a O F_ r LU Q Y a U �� d Z 2 U-1 IT ,a Y 0 E J 0 m 0 W = ao N = W FOF U Q O^ w W 0 en REVISIONS: Completeness Update May242023 Conditions of Approval Sept262023 ------------------ DRAWN BY: CF ------------------- SCALE ------------------- DATE -----DATE:APR27,2o23 ------------------- JOB NUMBER 1906.0 SHEET NUMBER. G200 L2: 81 L1:43 H2 18,55D SF— L3: 5,509 SF L4: 9 SF L5 112SF L6: 29 SF L7: 40 SF WELLHEAD PROTECTION CONSTRUCTION NOTES: I. DNAPL CHEMICALS ARE PROHIBITED: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF SDSS FOR ALL CHEMICALS PROPOSED FOR USE OFFSITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE SDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-7443745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. 2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEC REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 3. CHEMICAL HANDLING, STORAGE, AND USE:CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAIM AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. DRIVE AS PROPOSED LOCATION FOR PART OF THIS SITE'S STORMW ATER MANAGEMENT PROPOSED LOCATION FOR PUBLIC ART: 225 SF, 12 RADIUS, PLUS THAT IT COULD BE DESIGNED TO ARTISTICALLY BLEND INTO THE RAIN GARDEN TO MAKE A STATEMENT OF HOW EVERYONE IN THE COMMUNITY HAS A RESPONSIBILITY FOR DRINKING WATER MANAGEMENT. THUS THE ADJACENT SPACE USE FOR A RAIN GARDEN BECOMES PART OF THE COMMUNITY MESSAGE WHERE ART MEETS REALITY / RESPONSIBILITY. A LITTLE SIGN COULD SAY SOMETHING LIKE: THIS PART OF THE PARKING LOT WAS RE -PURPOSED TO HELP PROTECT OUR FUTURE DRINKING WATER RAIN GARDEN BOUNDARY L8: 514 SF L9: 125 SF H1: 75SF LI0: 3,450 SF B 1: 3,601 SF BI 3,601 SF B2 369 TING B2369 SF --......I H2: 8550 SFHI: 75SF, IXIS595 SFIMPERVIOUS AREAS: 43 SF L2: 81 SF L3: 5,509 SF L5 LS 12112SF EXISTING PERVIOUS AREAS: L6: 29 SF 9,912 SF L7: 40 SF L8: 514 SF L9: 125 SF LI0: 3,450_ SF 32,507 TOTAL SF N EXISTING AREAS SITE PLAN SCALE: V" 20' 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 'w v, (> poi : ..., O 000 r- W M N N M ltl N M Zr- r Q F- mj 0 IL J W Q H z LU >r- n Z �^ U rn N W O ~o mo Y =ao X� W Qi Y) p w Lw W �(D F ] z U Q r - W W W V) O a VISIONS rm leteness Update May242023 ------------------- tions of Approval Sept262023 ------------------- ------------------- CF rBY 6" = 1'-0" ------------------- PR27,2023 ------------------- ------------------- JOB NUMBER: 1906.0 ------------------- SHEET NUMBER: G201 �D<ISTING DOOR EXISTING ACCESSORY S-2 BUILDING IS THE CONSTRUCTION TYPE OF A TRASH ENCLOSURE N \ TENANT IMPROVEMENT FLOOR PLAN OF TRASH ENCLOSURE SCALE: 114" = U-0' NEW INTERIOR STUD WALL ONLY FOR PLUMBING EXISTING WALLS APPEAR TO BE EMIRELY MASONRY, BUT NOT SURE. NO PLANS TO REVISE OR ADD INSULATION. PLAN IS TO ONLY ADD UTILITY WALLS WHERE NEEDED REVISE OR INFILL EXISTING BANK TELLER DRIVE-THRU WINDOW DELIVERY VERIFY/PROVIDE HYDRAULIC ISOLATION AND DRAIN TO LOCAL GREASE INTERCEPTOR SUCH AS SHIER GBI (EXISTING ACCESSORY STRUCTURE IS ROOFED) NEW GARAGE STYLE SECTIONAL OVERHEAD DOOR CONTAINER EXISTING STOREFRONT WINDOWS EXISTING ROOF OVERHANG V;zvis X11(// \ ISTING / RY/ E RESS SFF���gT/OAF qc/Nc o/GMP/c ORIGINAL BUILDING HAD A GARAGE DOOR HERE, THEN IT WAS IN -FILLED DURING A LATER REMODEL. EITHER REMOVE INFILL AND PUT IN NEW FULL -HEIGHT WINDOWS IN EXISTING STRUCTURAL OPENING, OR PUT IN NEW GLAZED SECTIONSTYLE ROLL -UP DOOR EXISTING WALLS AND EXISTING THERMAL CAPACITY TO REMAIN. NEW WINDOWS OR EXTERIOR DOORS WILL MEET CURRENT ENERGY CODE STANDARDS - WE ARE ADDING WINDOWS VOLUNTARILY, BECAUSE WE KNOW THE CITY DESIGN STANDARDS WANT 50%GLAZING NEW ADA RESTROOMS NEAR EXISTING LOCATION OF REST ROOMS INFILL STOREFRONT WINDOW, BUT KEEP EMERIOR APPEARANCE OF STOREFRONT GLAZING PLUMBING WALL DHC MURAL- VALANCE LIT, OR BLACK OUT FILM ON GLASS EXISTING MEZZANINE IS ABANDONED WHEN STAIR IS REMOVED. THIS WILL REDUCE THE HEATED AREA TO 2,642 SF NET AFTER TENANT IMPROVEMENT ROOF OVERHANG EXISTING WALLS NEW WALLS OR INFILL TENANT IMPROVEMENT SCALE: 114" = U-0' G 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 cm �43T OO O n W M N N M ul M — O � V) 4i _ i O F_ d 0 2. CL LV Y = U > U o^ R m 0 Y w w F F U > O Z Q n W W Ww Ln W a of U) m REVISIONS: Completeness Update May242023 ------------------- Conditionsof Approval Sept262023 ------------------ ------------------- ------------------- DRAWN BY: CF SCALE: DATE:________ APR 27, 2023 JOB NUMBER: 1906.0 SHEET NUMBER: A115 KEEP WINDOWS TO ABANDONED MEZZANINE - PRIMARY METHOD OF ABANDONMENT IS REMOVING STAIRS, BECAUSE A PERMIT WOULD BE NEEDED TO RESTORE THE MEZZANINE. J1111 BUILDING HTS. k _ W-1 486'- 10 3/8" FACINGMOHAWK (ALIGNED WITH MOHAWK BLVD) SCALE: 1/4"= 1'-0" BUILDING HT. 486'- 10 3/8" MAIN LEVEL '-6 ME FACING 17TH SCALE: 3/16" = 1'-0" CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 crib] Y CLIENT: Joe Karcher N Club Road Eugene, OR 97401 HT. 7-WINDOW 2 7/8" P 0 0 0 r- 00 M N N M N M Z r_ O r � C 0 E Q � � H oW aJ z �W Y� QLU U_ < r- Z n R � J U � rn =ui m0 t0 y, N > ~ U oz d Q r- W M Wo�Ln W a of rn a REVISIONS: Completeness Update May242023 ------------------- Conditions of Approval Sept262023 IL ------------------- ------------------- DRAWN BY: CF SCALE------------------: DATE: --------------- APR 27, 2D23 JOB NUMBER: ------------------- 1906.0 SHEET NUMBER: DS1 NlAIN6EVEL 54'propoetl>245NeOK FACINGMOHAWK (ALIGNED WITH MOHAWK BLVD) SCALE: 1/4"= 1'-0" BUILDING HT. 486'- 10 3/8" MAIN LEVEL '-6 ME FACING 17TH SCALE: 3/16" = 1'-0" 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 P 0 0 0 r- 00 M N N M N M Z r_ O r � C 0 E Q � � H oW aJ z �W Y� QLU U_ < r- Z n R � J U � rn =ui m0 t0 y, N > ~ U oz d Q r- W M Wo�Ln W a of rn a REVISIONS: Completeness Update May242023 ------------------- Conditions of Approval Sept262023 IL ------------------- ------------------- DRAWN BY: CF SCALE------------------: DATE: --------------- APR 27, 2D23 JOB NUMBER: ------------------- 1906.0 SHEET NUMBER: DS1 BUILDING HT. _ 486'- 10 3/8" N a N Lk -WINDOW HT. mu 4' - 2 7/8" T t 27'-4'+2'-B"=30' Existing TIF -15-6"ond 8" '-6=24'New 54proposetl > 5275 = O III III III III III II 27- 4" EXISTING 2'- B" EXISTING 105'- 61/2" ( MIN. 52.75) FACING MOHAW I)`LGNED WITH MOHAWK BLVD) SCALE: 1/4" = 1'-0" /u BUILDING HT. M--' 486' - 1634 FACING 17TH SCALE: 3/16" = 1'-0" C c L L L _ MAIN LEVEL � . p B' - 6" EXISTING OPENING � L BACK TO GARAGE DOOR AGAIN t CB ANDERSON ARCHITECT PLLC. 7209 Greenwood Avenue Norih Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: CONSULTANT: N Z O H Q Q i v W W > _ � m W 0� Q Z �O uy F N CL. O Q) w '0 F H � 1 N U W 0 L Q U) REVISIONS: DRAWN BY: AM, CF SCALE: As indicated DATE: 27 APRIL 2023 PROJECT NO: 1906.0 DSI WELLHEAD PROTECTION CONSTRUCTION NOTES: I. DNAPL CHEMICALS ARE PROHIBITED: THE CONTRA U7P AN6ALT-SDB770T1TRAOT017S ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF SDSS FOR ALL J T CHEMICALS PROPOSED FOR USE OFFSITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED O STORMWATER • ON THESE SDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY W CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-7443745) J WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. $ F 2 ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP - w W o MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ ❑_ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER m W � CONTAMINATION. m F 3. CHEMICAL HANDLING, STORAGE, AND USE:CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM z PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER w Z RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT 3 AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE O J STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY LLi CONTAINMENT. z 0 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT N FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A O DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO U THE SOIL OR STORM WATER DRAINAGE SYSTEM. 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. L NEW PLANTED AREA TO PROTECT NEW DELIVERY DOOR LOCATION SITE NOTES FOR GENERAL CONTRACTOR TO IMPLEMENT WITH OWNER: A. STANDARD SPRINGFIELD WELLHEAD PROTECTIONSIGN MUST BE POSTED AT THE SITE PRIOR TO AND DURING CONSTRUCTION ON A FENCE OR STAND-ALONE POST IN A HIGHLY VISIBLE LOCATION (SUCH AS ENTRANCE TO THE CONSTRUCTION SITE OR IN CONJUNCTION WITH ' OTHER SITE SIGNAGE). THE GC (AND/OR OWNER) MAY CONTACT SUB WATER DEPARTMENT (541-726-2396) TO OBTAIN SIGN STANDARD 9R -IO PART RASE SIGNSDIRECTLY EROM STIR AT $15/SIGN. B. PRIOR TO FINAL SITE PLAN APPROVAL, STANDARD SPRINGFIELD WELLHEAD PROTECTION SIGNS MUST BE POSTED PERMANENTLY BY GC (AND/OR OWNER) AT THE TRASH ENCLOSURE OR OTHER LOCATION TO BE DETERMINED IN CONSULTATION WITH SUB DRINKING WATER SOURCE PROTECTION COORDINATOR AT (541-726-2396) . C. DETAILSC2.1 AND 3 C2.1 ON SHEET C2.1 HAVE BEEN REVISED TO SHOW THE 24" 2/ / PLANTING MEDIUM. NOTES HAVE BEEN CLARIFIED ON G500 TO HIGHLIGHT 24" PLANTING MEDIUM. D. PRIOR TO FINAL SITE PLAN APPROVAL, THE APPLICANT MUST PROVIDE AN OPERATIONS AND MAINTENANCE PLAN TO THE CITY FOR REVIEW TO ENSURE THE LONG-TERM MAINTENANCE AND OPERATION OF THE PROPOSED CATCHBASIN FILTERS AND RAIN GARDENS, CONSISTENT WITH MAINTENANCE CRITERIA REQUIRED BY EDSPM 3.03.1. THE PAN SHOULD DESIGNATE MAINTENANCE RESPONSIBILITY FOR OPERATING AND MAINTAINING THE SYSTEM AND SHOULD BE DISTRIBUTED TO ALL PROPERTY OWNERS AND TENANTS OF THE SITE. STORMWATER O&M PLAN HAS BEEN PREPARED, AND INCLUDED WITH THIS SUBMITTAL. E. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIVES OF SPRINGFIELD'S MS4 PERMIT, THE SPRINGFIELD DEVELOPMENT CODE AND THE EDSPM, THE PROPOSED RAIN GARDENS SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO APPROVAL OF FINAL SITE INSPECTION. ALTERNATIVELY, IF THIS CONDITION CANNOT BE MET, THE APPLICANT SH, oROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION COLTROUWATER QUALITY MEASURES AS REQUIRED BY THE LDAP PERMIT THAT WILL SUFFICE UNTIL SUCH TIME AS THE S W ALE VEGETATION BECOMES FULLY ESTABLISHED. THESE NOTES ARE INCLUDED ON DETAILS 2/C2.1 AND 3/C2.1 ON SHEET C2.1, NOTES I I AND 13 RESPECTIVELY. F. PRIOR TO FINAL SITE PLAN APPROVAL, THE APPLICANT MUST CONTACT SUB TO FILL OUT A SIZING FORM AND PROVIDE CONFIRMATION BACK TO PLANNING STAFF WITH THE FINAL SITE PLAN SUBMITTAL. -PROVIDED TO SUB, WAITING FOR CONCURRENCE 1 II ZONE: LOW DENSITY RESIDENTIAL S 89°56'09" E 121.57' IT 0 POST WELLHEAD PROTECTION SIGN AT CONSTRUCTION ENTRANCE J j Q z z �GLLd w W m i i ii m W w L O J z O IN N F R TR O PRACTICAL COMPUTERS TR GV 2 "G / TENANT IMPROVEMENT IN EXISTING STRUCTURE DAVE'S HOT CHICKEN 0 d 0 / 4 I N F Ic zz� YE RAIN GARDEN �A H W W DC N I 2 I I° 7 I / • /OLYMPIC STREET _ �O Y1'Y� SUSL / 15VF3F I , �SEEG501 FOR STREET TREESS SPECIES AT TRASH ENCLOSURE TO POST PERMANENT WELLHEAD PROTECTION SIGN POST WELLHEAD PROTECTION SIGN AT CONSTRUCTION ENTRANCE Me N LANDSCAPING AREAS SITE PLAN SCALE 1°=_M' 3260D-MVED-USE ZONING DISTRICTS V 0 LANDSCAPE CALCULATIONS FOR SITE REVIEW I. EXISTING TOTAL SITE AREA: 32507 SF 2. EXISTING PERVIOUS LANDSCAPE AREAS (NOT INCLUDING CURBS): 9,926 SF 3. EXISTING PERCENTAGE OF LANDSCAPED AREAS = 31 % REVISED OR NEW LANDSCAPE AREAS PER SDC 4.4.100 I. STORMWATER RAIN GARDEN/ SWALES, A: 354, B: 530, C: 552=1,436 SF 2. NEW 95 SF PLANTER AT DELIVERY DOOR IS PLANTED AT OWNER'S DESECRATION - NOT A REQUIRED PLANTER, NO SDC REQUIREMENT J NEW LANDSCAPED Q STORMWATER OR RAISED CURB U PLANTINGS W W 0 - o U z F O N Z W 0 O Q U (D Iii U EXISTING z = O - - N J AREAS THAT (Y Q COULD z VOLUNTARILY BE O W W W W O m � O ZONE: LOW DENSITY RESIDENTIAL S 89°56'09" E 121.57' IT 0 POST WELLHEAD PROTECTION SIGN AT CONSTRUCTION ENTRANCE J j Q z z �GLLd w W m i i ii m W w L O J z O IN N F R TR O PRACTICAL COMPUTERS TR GV 2 "G / TENANT IMPROVEMENT IN EXISTING STRUCTURE DAVE'S HOT CHICKEN 0 d 0 / 4 I N F Ic zz� YE RAIN GARDEN �A H W W DC N I 2 I I° 7 I / • /OLYMPIC STREET _ �O Y1'Y� SUSL / 15VF3F I , �SEEG501 FOR STREET TREESS SPECIES AT TRASH ENCLOSURE TO POST PERMANENT WELLHEAD PROTECTION SIGN POST WELLHEAD PROTECTION SIGN AT CONSTRUCTION ENTRANCE Me N LANDSCAPING AREAS SITE PLAN SCALE 1°=_M' 3260D-MVED-USE ZONING DISTRICTS V 0 LANDSCAPE CALCULATIONS FOR SITE REVIEW I. EXISTING TOTAL SITE AREA: 32507 SF 2. EXISTING PERVIOUS LANDSCAPE AREAS (NOT INCLUDING CURBS): 9,926 SF 3. EXISTING PERCENTAGE OF LANDSCAPED AREAS = 31 % REVISED OR NEW LANDSCAPE AREAS PER SDC 4.4.100 I. STORMWATER RAIN GARDEN/ SWALES, A: 354, B: 530, C: 552=1,436 SF 2. NEW 95 SF PLANTER AT DELIVERY DOOR IS PLANTED AT OWNER'S DESECRATION - NOT A REQUIRED PLANTER, NO SDC REQUIREMENT ASIS ENHANCED U LANDSCAPING PER SDC 4.4. 100 4.4.105(B) THIS PROJECT: STREET TREES ARE SHOWN FROM PRIOR SITE APPROVAL 4.4.105(D) THE FOLLOWING AREAS OF A LOT/PARCEL MUST BE LANDSCAPED, UNLESS OTHERWISE SPECIFIED IN THIS CODE: (1) ALL REQUIRED SETBACK AREAS AND ANY ADDITIONAL PLANTING AREAS AS SPECIFIED IN THE APPROPRIATE ZONING DISTRICT. (2) PARKING LOT PLANTING AREAS REQUIRED IN THIS SECTION. THIS PROJECT: All PLANTERS ARE EXISTING, All SETBACK AREAS ARE LANDSCAPED WITH THE EXCEPTION OF THOSE NEW LANDSCAPED AREAS CAUSED BY THE VACATION OF PARKING STALLS. THE ONLY LANDSCAPING REQUIRED STORMWATER SWALES, THE NEW PLANTER AT THE NEW DELIVERY DOOR, AND VOLUNTARY UPGRADES OR ENHANCEMENTS RELATED TO 4.4.105(E) 4.4.105(E) AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA MUST BE COVERED WITH LIVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING PLANT MATERIALS MUST BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER I,CUO SQUARE FEET OF REQUIRED PLANTING AREA IS AS FOLLOWS: (1) A MINIMUM OF 2 TREES, NOT LESS THAN 6 FEET IN HEIGHT, THAT ARE AT LEAST A 21NCH (DBH) CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND (2) TEN SHRUBS, 5 GALLONS OR LARGER. 3 LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR UP TO 25 PERCENT OF THE LIVING PLANT MATERIAL REQUIREMENT UNLESS TREES OR SHRUBBERY ARE REQUIRED FOR SCREENING. THIS SUBSTITUTION IS ONLY ALLOWED WHEN THE APPLICANT HAS DEMONSTRATED THAT THERE IS PROVISIONS FOR ONGOING MAINTENANCE OF THE LANDSCAPE AREAS. THIS PROJECT: THIS PROJECT GENERALLY COMPLIES, ALTHOUGH SOME AREA OF THE PLANTERS COULD BE VOLUNTARILY ENHANCED - SEE ORANGE AREAS 4.4.105(F) PARKING LOT PLANTING AREAS... THIS PROJECT: All PARKING PLANTERSARE EXISTING AND MATURE. REVISIONS WILL ONLY OCCUR RELATED TO REQUIRED RAIN GARDENS. ZERO PERCENT OF INTERIOR PARKING IS BETWEEN THE BUILDING AND AN ARTERIAL. 4.4.105(G) ALL NEW REQUIRED PLANTING AREAS MUST BE PROVIDED WITH A PERMANENT IRRIGATION SYSTEM... THIS PROJECT: EXISTING IRRIGATION SYSTEMS WILL BE MODIFIED AS NEEDED 4.4.105(1) PLANTING INSTALLATION STANDARDS. THIS PROJECT: (1) EXISTING LANDSCAPING RETAINED WILL BE FENCED OFF DURING THE CONSTRUCTION PROCESS. (2) EXISTING TREES ALREADY HAVE A TREE FELLING PERMIT, WHICH MAY OR MAY NOT BE USED. (3) SEE LANDSCAPE PLAN FOR SPECIFICATIONS OF TOPSOIL, INCLUDING DEPTH AND ORGANIC MATTER REQUIREMENTS, TO ENSURE THE HEALTH AND VITALITY OF REQUIRED PLANTING. CB ANDERSON ARCH ITECT 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 OT to J�Y�,��4 • , 4 000 BJ M N N M LO N M O N H O J y x a a W �Z as LU W a J Y U_ >r- n LU Z J oW �m0 F Y0 Q = W u LL - LU � l7 F > O Z_ O to W w K O a REVISIONS---------------: Completeness Update May242D23 ------------------ Conditions ofA royal t262023 PP Se P ________ DRAWN BY: CF SCALE_ 1" = 20' ------------------ DATE:_APR27,2023 ------------------- JOB NUMBER1906.0 _ SHEET NUMBER. G500 NEW NEW LANDSCAPED / STORMWATER OR RAISED CURB U w PLANTINGS AREA CL z O N W Q (D U EXISTING EXISTING = LANDSCAPED LANDSCAPED AREAS AREAS THAT (Y PROPOSED COULD TO REMAIN VOLUNTARILY BE ASIS ENHANCED U LANDSCAPING PER SDC 4.4. 100 4.4.105(B) THIS PROJECT: STREET TREES ARE SHOWN FROM PRIOR SITE APPROVAL 4.4.105(D) THE FOLLOWING AREAS OF A LOT/PARCEL MUST BE LANDSCAPED, UNLESS OTHERWISE SPECIFIED IN THIS CODE: (1) ALL REQUIRED SETBACK AREAS AND ANY ADDITIONAL PLANTING AREAS AS SPECIFIED IN THE APPROPRIATE ZONING DISTRICT. (2) PARKING LOT PLANTING AREAS REQUIRED IN THIS SECTION. THIS PROJECT: All PLANTERS ARE EXISTING, All SETBACK AREAS ARE LANDSCAPED WITH THE EXCEPTION OF THOSE NEW LANDSCAPED AREAS CAUSED BY THE VACATION OF PARKING STALLS. THE ONLY LANDSCAPING REQUIRED STORMWATER SWALES, THE NEW PLANTER AT THE NEW DELIVERY DOOR, AND VOLUNTARY UPGRADES OR ENHANCEMENTS RELATED TO 4.4.105(E) 4.4.105(E) AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA MUST BE COVERED WITH LIVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING PLANT MATERIALS MUST BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER I,CUO SQUARE FEET OF REQUIRED PLANTING AREA IS AS FOLLOWS: (1) A MINIMUM OF 2 TREES, NOT LESS THAN 6 FEET IN HEIGHT, THAT ARE AT LEAST A 21NCH (DBH) CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND (2) TEN SHRUBS, 5 GALLONS OR LARGER. 3 LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR UP TO 25 PERCENT OF THE LIVING PLANT MATERIAL REQUIREMENT UNLESS TREES OR SHRUBBERY ARE REQUIRED FOR SCREENING. THIS SUBSTITUTION IS ONLY ALLOWED WHEN THE APPLICANT HAS DEMONSTRATED THAT THERE IS PROVISIONS FOR ONGOING MAINTENANCE OF THE LANDSCAPE AREAS. THIS PROJECT: THIS PROJECT GENERALLY COMPLIES, ALTHOUGH SOME AREA OF THE PLANTERS COULD BE VOLUNTARILY ENHANCED - SEE ORANGE AREAS 4.4.105(F) PARKING LOT PLANTING AREAS... THIS PROJECT: All PARKING PLANTERSARE EXISTING AND MATURE. REVISIONS WILL ONLY OCCUR RELATED TO REQUIRED RAIN GARDENS. ZERO PERCENT OF INTERIOR PARKING IS BETWEEN THE BUILDING AND AN ARTERIAL. 4.4.105(G) ALL NEW REQUIRED PLANTING AREAS MUST BE PROVIDED WITH A PERMANENT IRRIGATION SYSTEM... THIS PROJECT: EXISTING IRRIGATION SYSTEMS WILL BE MODIFIED AS NEEDED 4.4.105(1) PLANTING INSTALLATION STANDARDS. THIS PROJECT: (1) EXISTING LANDSCAPING RETAINED WILL BE FENCED OFF DURING THE CONSTRUCTION PROCESS. (2) EXISTING TREES ALREADY HAVE A TREE FELLING PERMIT, WHICH MAY OR MAY NOT BE USED. (3) SEE LANDSCAPE PLAN FOR SPECIFICATIONS OF TOPSOIL, INCLUDING DEPTH AND ORGANIC MATTER REQUIREMENTS, TO ENSURE THE HEALTH AND VITALITY OF REQUIRED PLANTING. CB ANDERSON ARCH ITECT 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 OT to J�Y�,��4 • , 4 000 BJ M N N M LO N M O N H O J y x a a W �Z as LU W a J Y U_ >r- n LU Z J oW �m0 F Y0 Q = W u LL - LU � l7 F > O Z_ O to W w K O a REVISIONS---------------: Completeness Update May242D23 ------------------ Conditions ofA royal t262023 PP Se P ________ DRAWN BY: CF SCALE_ 1" = 20' ------------------ DATE:_APR27,2023 ------------------- JOB NUMBER1906.0 _ SHEET NUMBER. G500 A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION B. PRODUCTS 1. TOPSOILAT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLOUDS, LUMPS, PLANTS, STICKS, WEEDS, SEEDS, AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE SWALE SHALL BE A CONSTRUCTED MEDIUM COMPRISING OFA MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC COMPOUND IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E. 40% TO 50%) ORGANIC MATTER. PROVIDE TWO (2) ONE -GALLON SAMPLES OF SOIL TO BOTH THE OWNER FOR APPROVAL FOR APPROVAL PRIOR TO INSTALLATION 3. SOILAMENDMENTS a. FERTILIZER: 15-5-10-10 COMMERCIAL FERTILIZER. b. ORGANIC MATERIAL: "GARDEN COMPOST" AVAILABLE FROM REMUS IN EUGENE OR LANE FOREST PRODUCTS IN EUGENE, OR OTHERS 4. MULCH: SHREDDED FIR BARK 5/8" TO Y°" DIAMETER 5. PLANTING TABLE -S: SCOTT'S AGRIFORM FERTILIZER TABLETS 6. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 7. ACCESSORIES a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2"X2" MIN. CAPABLE OF AT LEAST 2 -YEAR BURIAL PERIOD OF TIME. b. GUY WIRES: NO. 10 GAUGE ANNEALED, GALVANIZED STEEL WIRE C SOIL PREPARATION MINIMUM 2 FEET DEEP PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 24" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF AND ADDITIONAL 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL 3. PLACE 24" MINIMUM OF TOPSOIL OVER TILED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 POUNDS PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAVERS NOT MORE THAN 8" DEPTH. COMPACT EACH LATER AT 85 PERCENT. >>> STORMWATER PLANTER AND RAIN GARDEN: MIN 2 FEET DEEP OF GROWING MEDIUM 1. PLACE 24" MINIMUM DEPTH SOIL (GROWING MEDIUM) AT SWALE. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. PROVIDE 24" MINIMUM DEPTH EXCAVATION AND GROWING O MEDIUM AT ANY NEW TREES. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT SWALES OR RAIN GARDENS. DO NOT DISTURBSOIL WITH 1 FOOT OF A LIGHT POLE FOUNDATION AND ATA 1:1 HORIZONTAL -VERTICAL DEPTH SLOPING AWAY FROM THE FOOTING. D. PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MINIMUM OF 6INCH DEPTH UNDERNEATH EACH PLANT IN CONTEXT OF THE 24" MINIMUM GROWING MEDIUM. REMOVE BURLAP, ROPES, AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAVERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. E. MULCHING/ MULCH ALL PLANTS BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO 1" AT PAVING EDGES. MULCH STORMWATER FACILITIES WITH 1 INCH DEPTH PEA GRAVEL MULCH SWALE SIDE SLOPES OF RAIN GARDEN WITH 3 INCH DEPTH OF FIR BARK MULCH. F. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION INCLUDING WEEDING, PRUNING, MAINTAIN GUYS AND STAKES AND REPLACEMENT OF MULCH. G. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. IRRIGATION SYSTEM NOTES 1. IF IRRIGATIONS SYSTEM IS EXISTING, REFURBISH AND REPAIR AS NEEDED. 2. CONNECT NEW IRRIGATION TO EXISTING SYSTEMS 3. IRRIGATION SYSTEM TO BE DESIGN BUILD. 4. SUBMIT PROPOSED IRRIGATION DESIGN DRAWING TO OWNER FORAPPROVAL PRIOR TO CONSTRUCTION. 5. NOTIFY THE OWNERAT LEAST 48 HOURS BEFORE THE FOLLOWING INSPECTIONS: A AT STARTAND END OF IRRIGATION TEST b: SYSTEM PERFORMANCE INSPECTION UPON COMPLETION OF THE ENTIRE SYSTEM AND AFTER PLANT INSTALLATION. 6. SYSTEM IS TO PROVIDE HEAD-TO-HEAD COVERAGE 7. HEAD LAYOUT IS TO MINIMIZE OVERSPRAV ONTO PAVED SURFACES. 8. MAIN UNE IS TO HAVE MANUAL DRAIN VALVES AT LOW POINTS. 9. COORDINATE PIPE ROUTING, SHARED TRENCHING AND IRRIGATION SLEEVING WITH OTHER TRADES PRIOR TO IRRIGATION WORK. 10. PRESSURE TEST EXISTING IRRIGATION MAINUNE PRIOR TO CONSTRUCTION. CHARGE SYSTEM TO 100 PSI AND HOLD FOR 24 HOURS. DOCUMENT PRESSURE L055 AND PROVIDE TO OWNER FOR INSTRUCTIONS FOR REPAIR AND RETESTING. 11. ALL IRRIGATION PIPING UNDER PAVING TO BE LOCATED IN SCHEDULE 40 PVC PIPE SLEEVES 12. PROVIDE 10 INCH ROUND VEHICLE RATED JUNCTION ACCESS BOX AT ALL TURNS IN IRRIGATION MAINLINE UNDER PAVING. 13. PROVIDE NIBCO T-113 ISOLATION VALVE NEAR CONNECTION POINT TO EXISTING SYSTEM. 14. 14 CONTROL VALUE AT NEW IRRIGATION SYSTEM MAY BE BATTERY OPERATED WITH RAIN BIRD T=BOX 11 CONTROL MODULE AND FIELD TRANSMITTER OR APPROVED. 15. MAINTAIN OPERATION OF EXISTING IRRIGATION SYSTEM TO EXTENT POSSIBLE DURING CONSTRUCTION 16. PROVIDE SUPPLEMENTAL WATERING OF EXISTING PLANT MATERIALS AS NEEDED DUE TO DISRUPTION OF EXISTING IRRIGATION. 17. REPLACE ANY DEAD OR DAMAGED PLANT MATERIAL RESULTING FROM LANDSCAPE AND IRRIGATION CONSTRUCTION OR DISRUPTION OF IRRIGATION. REMOVE ALL BINDINGS AND BURLAP O ao FROM THE EM IRE ROOT BALL Z a `zS;5� r � � MULCH AS SPECIFIED 0 (2" CLEAR AT TRUNK) N Z PLANTING SOIL WITH m SPECIFIED FERTILIZER 11)4H 1 �I AND AMENDMENTS COMPACTED TOPSOIL VIII IIII II .� III 11=-_ - (BELOW ROOTBALLS ONLY) SCARIFIED SUB -GRADE 2x ROOTBALL SECTION AT TYPICAL SHRUB PLANTING N.T.S. 77 CAO 36 CSK 74 J UE 48 CSK ZONE: LOW DENSITY RESIDENTIAL S 89'56'09" E 121.57' 0 I'll Y s X X\ ; J \ z \ z w rn II O I �I w - �- z / o � iV Q w OJ .l rr�_J) 60 CAO 59 JUE e � 28 CSK r u z Almo VELI MA09u 6 SBT 40 JUE 5SDG 6 SBr F//] 37 JUE 5SDG� 6 SBr -r, O1 f 8° 7 i' / b TENANT IMPROVEMENT IN EXISTING STRUCTURE DAVE'S HOT CHICKEN 0 I N / O K I aspG OLYMPIC STREET CL PLANTING LEGEND RAIN EXISTING TREES r0 REMAIN GARDEN ❑A 555 E- U -1 n U-1 / NEW SHRUBS (ALL NEW ARE ELECTIVE AND VOLUNTARY) K N ®® 7 SDG / SMALL SH URBS, GROUND COVER &GRASSES 2 r-1 GROUND COVER AT STORMWATER PLANTER -CAO In _�3SBi o / e ° / 19 SDG 13 ser RAIN / s GARDEN Q• / PU CART STOP SF, /IQ' RADIU S HC / O U/! I J / / / U w z 0 N PRACTICAL COMPUTERS ° TR GV / HOR N LANDSCAPING PLANTIING SITE PLAN SCALE: I"= 20' GROUND COVER AT STORMWATER PLANTER-JUE GROUND COVER AT GENERAL NOTES I . EXISTING IRRIGATION r0 BE MAINTAINED, REPAIRED, REFURBISHED, AND EXTEND AS NEEDED DEIGN BUILD 2 SEE SHEET G572 FOR DETAILS AND IRRIGATION NOTES 3. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES SHOWN ON PLAN. 4. REMOVE IVY FROM DCISLING TREES 5. SEE CIVIL ENGINEERING PLANS FOR STORMWATER PLANER CROSS SECTION 6. REAIN GARDENS r0 BE FULLY ESTABLISHED PRIOR TO FINAL SITE INSPECTION, OR PROVISION AND MAINTENANCE OF THE EROSION CONTROL MEASURES SHALL BE PROVIDED UNTIL THE SWALE VEGETATION COMES ESTABLISHED REVISED OR NEW LANDSCAPE AREAS PER SDC 4.4.100 I. STORMWATER RAIN GARDEN /SWALES, A:354, B: 530, C: 552=1,436 SF 2. NEW 95 SF PLANTER AT DELIVERY DOOR IS PLANTED AT OWNER'S DESECRATION - NOT - 354 SF RAIN ❑ KEY QTY BOTANICAL NAME KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE 0 SHRUBS- REQUIRED STORMWATER PLANTER-CSK BARK MULCH OLIJ DWARF REDTWIC DOGWOOD IGAL. 24"O.C. MATCHING FULL SBi 3 SPIREA BELULIFOLIA SHINY -LEAF SPIREA SGAL. MATCHING FULL SDG II SPIREA DOUGLASII WESTERN SPIREA 3GAL. MATCHING FULL GROUNDCOVERS -REQUIRED CAO 32 CARDC OBNUPTA O SLOUGH SEDGE 4" POTS 12' O.C. JUE 74 JUNUCUS EFFUSUS SOFT RUSH IGAL. 12' O.C. J F Z O 0 w ❑ .� O� ^� O , z w SSDG-- ❑ fl 2 SBT- p �. J M 32 CAO { 70 JUE Z N VEGELATED 6 SBT 40 JUE 5SDG 6 SBr F//] 37 JUE 5SDG� 6 SBr -r, O1 f 8° 7 i' / b TENANT IMPROVEMENT IN EXISTING STRUCTURE DAVE'S HOT CHICKEN 0 I N / O K I aspG OLYMPIC STREET CL PLANTING LEGEND RAIN EXISTING TREES r0 REMAIN GARDEN ❑A 555 E- U -1 n U-1 / NEW SHRUBS (ALL NEW ARE ELECTIVE AND VOLUNTARY) K N ®® 7 SDG / SMALL SH URBS, GROUND COVER &GRASSES 2 r-1 GROUND COVER AT STORMWATER PLANTER -CAO In _�3SBi o / e ° / 19 SDG 13 ser RAIN / s GARDEN Q• / PU CART STOP SF, /IQ' RADIU S HC / O U/! I J / / / U w z 0 N PRACTICAL COMPUTERS ° TR GV / HOR N LANDSCAPING PLANTIING SITE PLAN SCALE: I"= 20' GROUND COVER AT STORMWATER PLANTER-JUE GROUND COVER AT GENERAL NOTES I . EXISTING IRRIGATION r0 BE MAINTAINED, REPAIRED, REFURBISHED, AND EXTEND AS NEEDED DEIGN BUILD 2 SEE SHEET G572 FOR DETAILS AND IRRIGATION NOTES 3. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES SHOWN ON PLAN. 4. REMOVE IVY FROM DCISLING TREES 5. SEE CIVIL ENGINEERING PLANS FOR STORMWATER PLANER CROSS SECTION 6. REAIN GARDENS r0 BE FULLY ESTABLISHED PRIOR TO FINAL SITE INSPECTION, OR PROVISION AND MAINTENANCE OF THE EROSION CONTROL MEASURES SHALL BE PROVIDED UNTIL THE SWALE VEGETATION COMES ESTABLISHED REVISED OR NEW LANDSCAPE AREAS PER SDC 4.4.100 I. STORMWATER RAIN GARDEN /SWALES, A:354, B: 530, C: 552=1,436 SF 2. NEW 95 SF PLANTER AT DELIVERY DOOR IS PLANTED AT OWNER'S DESECRATION - NOT - 354 SF RAIN GARDEN FACILITY KEY QTY BOTANICAL NAME KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS SHRUBS- REQUIRED STORMWATER PLANTER-CSK BARK MULCH A REQUIRED PLANER, NO SDC REQUIREMENT STORMWATER PLANT SCHEDULE A - 354 SF RAIN GARDEN FACILITY KEY QTY BOTANICAL NAME KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS SHRUBS- REQUIRED CSK - CORNUS SERICEA'KELSEYI' CSK 84 CORNUS SERICEA'KELSEYI' DWARF REDTWIC DOGWOOD IGAL. 24"O.C. MATCHING FULL SBi 3 SPIREA BELULIFOLIA SHINY -LEAF SPIREA SGAL. MATCHING FULL SDG II SPIREA DOUGLASII WESTERN SPIREA 3GAL. MATCHING FULL GROUNDCOVERS -REQUIRED CAO 32 CARDC OBNUPTA CAO 77 CARDC OBNUPTA SLOUGH SEDGE 4" POTS 12' O.C. JUE 74 JUNUCUS EFFUSUS SOFT RUSH IGAL. 12' O.C. STORMWATER PLANT SCHEDULE B - 530 SF RAIN GARDEN FACILITY KEY QTY BOTANICAL NAME KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS SHRUBS- REQUIRED CSK - CORNUS SERICEA'KELSEYI' CSK 43 CORNUS SERICEA'KELSEYI' DWARF REDTWIC DOGWOOD IGAL 24"O.C. MATCHING FULL SBi 19 SPIREA BELULIFOLIA SHINY -LEAF SPIREA SGAL MATCHING FULL SDG 13 SPIREA DOUGLASII WESTERN SPIREA 3GAL MATCHING FULL GROUNDCOVERS -REQUIRED CAO 32 CARDC OBNUPTA CAO 116 CARDC OBNUPTA SLOUGH SEDGE 4" POTS 12' O.C. JUE 139 JUNUCUS EFFUSUS SOFT RUSH, COMMON RUSH IGAL. 12' O.C. STORMWATER PLANT SCHEDULE C ADJACENT BUILDING, EDGE OF PLANTING BED, OR SIMILAR SPACING TABLE _ SPACING "D" ROW "A" NOTES COQ - T,= 3" O.C. 26" IF ^p^ IS 12" O.C., 16'/ g 6" O.C. 5.2' THEN FOR EVERY 13X10'AREA OF 3 9 O.C. 7.8" 137 SF, THERE O 12" O.C. 10.4" ARE 150 PLANTS = 115.335 PLANS A 15'O.C. 13.0" PER IOOSF 18'O.C. 15.6" IF "D" IS 24" O.C., 24' O.C. 2J.8" THEN THERE ARE /�=(\ 57.7 PLANTS PER CING 30' O.C. 26.0" PER TABLE I NSF 36" O.C. 37.0' 48" O.C. 41. - 552 SF SWALE FACILITY KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS SHRUBS- REQUIRED CSK - CORNUS SERICEA'KELSEYI' DWARF REDTWIC DOGWOOD IGAL 24"O.C. MATCHING FULL SBi 27 SPIREA BELULIFOLIA SHINY -LEAF SPIREA SGAL MATCHING FULL SDG 57 SPIREA DOUGLASII WESTERN SPIREA 3GAL MATCHING FULL GROUNDCOVERS -REQUIRED CAO 32 CARDC OBNUPTA SLOUGH SEDGE 4" POTS 12' O.C. JUE 147 JUNUCUS EFFUSUS SOFT RUSH, COMMON RUSH IGAL. 12' O.C. 5" GROUND COVER SPACING DIAGRAM N.T.S. CUT AND FILL WOULD ONLY OCCUR AT STORMWATER RAIN GARDEN SWALE AREAS r0 REMOVE PAVING AND SOME SOIL FOR THE ADDITION OF SOIL AMENDMENT MEDIUM SUCH AS COMPOST. ASSUME NET REMOVAL OF 30" FROM STORMWATER AREAS r0 BE CUT AND 24" RETURNED AS SOIL AMENDMENT MEDIUM WITH THE NET ACCOUNTING FOR THE SLOPES IN THE RAINGARDEN SWALE AREAS CLIC 25'X552+530+354 SF=3,590 CF=133 CY FILL: 2.0'X 552 + 530 + 354 SF = 2,872 CF = 106.4 CY STREET TREES NOTE: THE SAME SPECIES AND LOCATION ARE SHOWN AS PREVIOUS APPROVED KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS ACG 4 ACER GPoSEUM PAPER BARK MAPLE 2" CAL. SINGLE SEEM, B&B, MATCHING, FULL X Q 'Z CB ANDERSON ARCH ITECT I 7209 Greenwood Avenue North Seattle, Washington 98103 j 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher ,I 875 Country Club Road Eugene, OR 97401 Li i i W d Z O W W D d6 000 r- W M O C ,n V 4I Z O � J X H Z a J Z IL z a w I J Y U_ j n Z J LU N V o W 0 On O Y a (n mO: w LL w C O F � Z_ F U Q n W O n I = � I <n a REVISIONS: Completeness Update May242D23 Conditions of Approval Sept262023 -- -- - - - - - DRAWN BY CF - -- SCALE: 1" = 20' DATE:--- ---APR27,2023 JOB NUMBER: 1906.0 SHEET NUMBER. G501 t00 9'1yS%Q 100 �iNOR, ,� 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 5 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 UT' 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 5OD-YEAR FLOODPLAIN, ON FLOOD INSURANCE RATE MAP PANEL NUMBER 41039C1161 F, EFFECTIVE DATE JUNE 2, 1999. STORM TABLE: SANITARYTABLE: LEGEND: OSTORM MANHOLE 11 CATCH BASIN Ol SANITARY MANHOLE BUILDING OUTINE WITH DOOR CONCRETE SURFACE RIM = 464.80' 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 RIM =463.31' - - - - - - - - - - BUILDING OVERHANG N)5' 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 BASIN 15 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 B 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 U'OJ i STORM MANHOLE WITH STRUCTURE m CATCH BASIN 00 SANITARY/STORM STRUCTURE# TRO TELECOMMUNICATIONS RISER O SB TRAFFIC SIGNAL BOX FCT____� TRAFFIC CONTROL SIG NAL ARM W WATER VALVE PROJECT CONTROL: qp FIRE HYDRANT Wm 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 An PROJECT CONTROL POINT REGISTERED PROFESSIONAL T OREGON JUNE 30, 1997 TROY T. TETSUKA 2841 RENEWAL 6/30/2022 SCALE 20 0 10 20 40 JOB NO. 21Oo131 1 INCH = 20 FEET 111 SM FlR6 Ave., SuRe 2400 PoMand, OR 97204 0:503.227.3251 F: 503.224.4681 www.kolf.. END 2..G 0 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 j w v ESTATE BUILDING p . / 40 w J a r o. 18 m q` O v� 3 5° m \ rJ SHED / / 0 m 4e. c / rJ O 5 FOOT UTILITY / i EASEMENT .—REC. NO. 103 811, yp yy pl aJB //J IP/ Oq or HE i1 y 'O h A a/ S VW 0 HES T 0 9 I��0 0 02J /J °r 0 °rJ 7ICA H PUT E J / �' °r° TR a / J / o J OV > 8"55 / 8"SSi 8"55 �SJ / J Or / e D REGISTERED PROFESSIONAL AND SURVEYOR JUNE 30, 1997 TROY T. TETSUKA RENEWAL 6/30/2022 LEGEND: SCALE 20 0 10 20 40 IW�I:DIii[GFkTI 1 INCH = 20 FEET 111 SW Fifth Ave., Suite 2400 Portland, OR 97204 0: 503.227.3251 F. 503.224.4681 www.off.. BUILDING OUTLINE WITH DOOR 0 CONCRETESURFACE {I-o-1(1f—o ASPHALT SURFACE WALL — — — — — — — — — — BUILDING OVERHANG 11011 CURB UNE — EDGE OF ASPHALT t RIGHT-OF-WAY UNE — — — EASEMENT LINE Ip LOT UNE Ol Ol PROPERTY LINE 0 WOOD FENCE E ELECTRICAL UNE TS TRAFFIC SIGNAL LINE T TELECOMMUNICATIONS LINE SD STORM LINE 55 SANITARY SEWER UNE W WATER LINE G GAS LINE CHU OVERHEAD UTILITY LINES I I UNDERGROUND LINE PER AS -GUILTS SIGN D/W DRIVEWAY ENTRY HCR HANDICAP RAMP e1B ELECTRICAL JUNCTION BOX SCALE 20 0 10 20 40 IW�I:DIii[GFkTI 1 INCH = 20 FEET 111 SW Fifth Ave., Suite 2400 Portland, OR 97204 0: 503.227.3251 F. 503.224.4681 www.off.. GUY ANCHOR 0 POWER POLE {I-o-1(1f—o OVERHEAD LIGHT POWER POLE/OVERHEAD LIGHT V GAS VALVE 11011 SANITARY MANHOLE WITH STRUCTURE SOD t STORM MANHOLE WITH STRUCTURE Ip CATCH BASIN Ol Ol SANITARY/STORM STRUCTURE# TRO TELECOMMUNICATIONS RISER OSB TRAFFIC SIGNAL BOX FOT___=� TRAFFIC CONTROL SIGNAL ARM DO WATER VALVE qp FIRE HYDRANT W 0 WATER METER O 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 IW�I:DIii[GFkTI 1 INCH = 20 FEET 111 SW Fifth Ave., Suite 2400 Portland, OR 97204 0: 503.227.3251 F. 503.224.4681 www.off.. S 89°56'09" E 3 13 10 FOOT UTILITY EASEMENT v REC NO. 75868 ' I II/ I e I is 4"SD 03 e�l 11 / O 55 " e,s0 OLYMPIC STREET169 / 3 J' D1 18,10Ln H ° •.� n O e W p n 4 c -I O 1 TS n T6 ] OHU OMU i D \ 6 / 3° 5° 4"S0^r/ / yh rs „o 10 3 01 7z A 5WF ° / < 15" [SD) 2 / _o_ / RGREEN e / ICON Y y� A / J • 4 y-. J� .0 /. • o m 3J p � ../ //// EVERGREEN 1VIII TITLE/ICON REAL II ESTATE BUILDING / 1 U.: 8"SD GENERAL NOTES THIS SHEET: j/ . a O 1B o^0' O � v-ys I o y a o w / 4 5 ° 0 N O ID1 18 G / lab e� 5 Q 1741 > ../ Z�4m4i2 4i �OP /eW� 02 °rJ a O CO / SAO U 1. DNAPL CHEMICALS ARE PROHIBITED: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF SDS'S FOR ALL CHEMICALS PROPOSED FOR USE ONSITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE SDS'S, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE Q.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPL'S). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541- 744- 3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPL'S. 2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFFSITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 3. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORSATEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORMWATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALSAVASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MIST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED INA WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. �1SIT21YE UTILITY PLAN 02.0 1" - NORTH TS CIVIL LEGEND BUILDING OUTLINE WITH DOOR CONCRETE SURFACE RAIN GARDEN/VEGETATION SWALE WALL BUILDING OVERHANG CURB LINE EDGE OF ASPHALT RIGHT -OF -WAV LINE EASEMENT LINE LOT LINE PROPERTY LINE WOOD FENCE ELECTRICAL LINE TRAFFIC SIGNAL LINE LINE STORM LINE 8"SD GENERAL NOTES THIS SHEET: Y CD d V.1 -SANITARY V WATER LINE 4"W SANITARY MANHOLE WITH STRUCTURE zU CC a G 1001 r OVERHEAD UTILITY LINES 1. NOT USED U Iy w CATCH BASIN SIGN OJB ELECTRICAL JUNCTION BOX TELECOMMUNICATIONS RISER 0 LU LU >s ee TRAFFIC SIGNAL BOX ® TRAFFIC CONTROL SIGNAL ARM DJJLGL WATER VALVE = 0 0 W FIRE HYDRANT W 0 WATER METER KEYED NOTES THIS SHEET: 00 m w W E DECIDUOUS TREE -PERIMETER REPRESENTS DRIPLINE CONIFEROUSTREE -PERIMETER REPRESENTS DRIPLINE 3E FOUND MONUMENT 01 RAIN GARDEN PER DETAIL VC2.1 +> v w 2 N m 02 EXISTING FIRE HYDRANT TO BE REPLACED BY S.U.B. S Uj 3 y � 3 03 DOUBLE CHAMBER CATCH BASIN WITH FLOW GUARD PLUS FILTER M a « e 3 INSERT, TYP W S o 04 CONNECT TO EXISTING STORM DRAIN LINE �g U 05 HYDRAULICALLY ISOLATED TRASH ENCLOSURE WITH ROOF AND DRAIN TO WASTEWATER ® CONNECT TO EXISTING WASTEWATER SERVICE LINE 07 REMOVE EXISTING CATCH BASIN FR o.,TW HaremEre� E.."�..�w.." OB NEW WASTEWATER LINE 09 VEGETATION SWALE PER DETAIL 3102.1 DigiWllySgned 23.09.28 10 OVERFLOW PIPE INSTALL WASTEWATER CLEANOUT 0749N43PE�_ INSTALL STANDARD WELLHEAD PROTECTION SIGN AT CONSTRUCTION ENTRANCE AND MAINTAIN DURING CONSTRUCTION �q^2,� '7VL4 13 INSTALL PERMANENT WELLHEAD PROTECTION SIGN PER SUBy9 �90REGON°°o & 'L REQUIREMENTS O op 10, T M. eRpO� t Expires: 2023.12.31 STORM TABLE: SANITARY TABLE: STOO MANHOLE 11 T MANHOLE 464.66' IMRM 464.80' RIMCAT= 4621]' O RIMSANITARY FULL OF SEDIMENT IES"OUT (E) = 460.57' IE8"IN(W) = 460.01' O STORM MANHOLE ABANDONED ( ) 12 CATCH BASIN IE8"O T(NE)=60.01' IE8"OUT (NE)=460.00' RIM 464.95' RIM =46331 HE 10 IN IN) =460.03' IE4"OUT (W)=462.66' O SANITARY MANHOLE IE 10' OUT (S) = 459.85' RIM = 464 40 O CATCH BASIN 13 CATCH BASIN RIM =46401' IE8"IN(SW) = 459.03' IE4"IN (E) 459.83' RIM 46412 IE4"OUT(S)=463.33' IES'OUT(NE)=459.01' IES OUT (W) 461.87' 14 CATCH BASIN O SANITARY MANHOLE' O STORM MANHOLE' RIM=463.86' RIM =463.50' RIM =464.45' IE 4" OUT (W) = 463.17' OCATCH BASIN 15 CATCH BASIN RIM =461.85' RIM = 463.98' IE8"OUT (E)=462.61' IE4"OUT (E)=463.33' OCATCH BASIN 16 CATCH BASIN RIM =463.62' RIM =464.]4' NO VISIBLE PIPE IE4"OUT (N)=464.10' OSTORM MANHOLE'17 CATCH BASIN RIM -463.39' RIM =464.]8' O CATCH BASIN FULL OF SEDIMENT RIM =463.21'18 CATCH BASIN r- IE8"OUT (W)=460.]6' RIM =463.81' IE 8" OUT (N) = 462.36' O9 CATCH BASIN RIM =462.61'19 CATCH BASIN IE6"OUT(N)=460.1]' RIM=464.94' Z O 10 STORM MANHOLE FULL OF SEDIMENT Z W 00 RIM =462.96'U J LULU IE B" IN (W) =460.03' = Cc O IE 6" IN (5)=460.04' IE8"OUT (E)=459.86' C) Y C] O¢LU LL O Cf)Lij M z 0 r- EL 0 � TS CIVIL LEGEND BUILDING OUTLINE WITH DOOR CONCRETE SURFACE RAIN GARDEN/VEGETATION SWALE WALL BUILDING OVERHANG CURB LINE EDGE OF ASPHALT RIGHT -OF -WAV LINE EASEMENT LINE LOT LINE PROPERTY LINE WOOD FENCE ELECTRICAL LINE TRAFFIC SIGNAL LINE LINE GUYANCHOR fJ STORM LINE 8"SD OVERHEAD LIGHT SEWER LINE V.1 -SANITARY V WATER LINE 4"W SANITARY MANHOLE WITH STRUCTURE GAS LINE G 1001 r OVERHEAD UTILITY LINES OHU - _WW - - -WW- - WASTE WATER LINES CATCH BASIN SIGN OJB ELECTRICAL JUNCTION BOX GUYANCHOR fJ POWER POLE OVERHEAD LIGHT --¢ POWER POLE/OVERHEAD LIGHT V GASVALVE 1O1 SANITARY MANHOLE WITH STRUCTURE 1001 r STORM MANHOLE WITH STRUCTURE � E CATCH BASIN 00 SANITARY/STORM STRUCTURE# TRO TELECOMMUNICATIONS RISER D SB TRAFFIC SIGNAL BOX ® TRAFFIC CONTROL SIGNAL ARM DJJLGL WATER VALVE �p FIRE HYDRANT W 0 WATER METER O CV IRRIGATION CONTROL VALVE DECIDUOUS TREE -PERIMETER REPRESENTS DRIPLINE CONIFEROUSTREE -PERIMETER REPRESENTS DRIPLINE 3E FOUND MONUMENT @ 2D23JOHNSON BRODERICK ENGINEERING. No par[ ofthis document is to be reproduced without the written permission from JBE,[ 325 WEST 13TH AVENUE EUGENE OREGON, 97401.(541)338-9466 or fax(541)33B-9483[ s a Date. 2023.03.31 Project No: 21016.03 Dravo6: MGB Checked Rv MDS C2.0 5FOOTUTILITV R EASEMENT OLYMPIC STREET e"so w w - B'$p 10 / Dr Ts Ts � d TS y° J B 4// 0 �/ / rom Doom 1 G 202 yy 0 � s hW yo / 0 / aso / yy / o iso O v,° 3:1 MAX y SIDE SLOE y° w (ryp') Q)PAVINGAND GRADING PLAN C2.1 NORTH 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED INFILTRATION AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. 2. DIMENSIONS: a. DEPTH OF RAIN GARDEN: 9'MINIMUMAND I2°MAXIMUM b. FLAT BOTTOM WIDTH: Z MIN. C. SIDE SLOPES OF RAIN GARDEN: 3:1 MAXIMUM. 3. SETBACKS: a. INFILTRATION RAIN GARDENS MUST BE 10 FROM FOUNDATIONS AND 5' FROM PROPERTY LINES. b. FILTRATION RAIN GARDEN DOES NOT REQUIRE A SETBACK WITH AN APPROVED WATERPROOF LINER. 4. OVERFLOW: a. OVERFLOWS ARE REQUIRED UNLESS SIZED TO FULLY INFILTRATE THE FLOOD CONTROL DESIGN STORM. b. INLET ELEVATION MUST ALLOW FOR 2"OF FREEBOARD, MINIMUM 5. PIPING: MNIMUM3"PIPE REQUIRED FOR UP TO 1,500SQ FTOF IMPERVIOUS AREA, OTHERWISE 4' MN. PIPING MATERIAL, SLOPES AND INSTALLATION SHALL FOLLOW THE UNIFORM PLUMBING CODE. �1RAIN GARDEN C2.1 NON -BUILDING IMPERVIOUS AREA TREATMENT SUMMARY BASIN IMP AREA(FT42) TREATMENT AREA(FT42) TREATMENTAREA % AI 2860 354 12% Q 4185 530 13% © 2650 552 21% D❑ 7183 DOUBLE CHAMBER CATCHBASIN W/FILTER INSERT WA E❑ 458 NONE WA = O TOTAL IMPERVIOUS AREA TOTAL IMPERVIOUS AREA TREATED BY VEGATATIVE MEANS PERCENTAGE OF IMPERVIOUS AREA TREATED 17336 9695 56% LEGEND THIS SHEET ORAIN GARDENNEGETATION SWALE ® AC OCONCRETE AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. g. DRAINAGE DIRECTION 2. DIMENSIONS: BASIN DRAINAGE BOUNDARIES PROPERTY LINE CURB SEWAGE MANHOLE DOUBLE CHAMBER C WITH FILTER INSERT FOR PARKING LOTS, TIRE STOPS OR CURB CUTS FILTER FABRIC B. DRAIN ROCK: a. SIZE: 3/4"-2-1/2" WASHED b. DEPTH: 12°MINIMUM 7. DRAIN ROCK LATER SHALL BE SEPARATED FORMTHE GROWING MEDIUMAND THE SURROUND SOILS BYA GEOTEXTILE FILTER FABRIC. D-^MIPDRTeDl)3KOIL OR AMENDED NATIVE TOPSOIL. 9. VEGETATION: FOLLOW LANDSCAPE PLANS OTHERWISE REFER TO PLANT LIST IN SWMM APPENDIX F. NUMBER OF PLANTINGS PER 100SF OF FACILITYAREA a. 100 GROUND COVERS, OR b. 60 GROUND COVERS, 2 LARGE SHRUBS 4 SMALL SHRUBS AND 1 TRESS (DECIDUOUS OR EVERGREEN) 10. INSTALL WASHED PEA GRAVEL OR RIVER ROCK TO TRANSITION FROM INLETS AND SPLASH PAD TO GROWING MEDIUM 11. ALL VEGETATION SHALL BE FULLY ESTABLISHED PRIOR TO FINAL INSPECTION. IF THIS CONDITION CANNOT BE MET, TEMPORARY EROSION MEASURES AS SHOWN ON LDAP SHALL REMAIN IN PLACE UNTILVEGETATION IS FULLY ESTABLISHED. 1. NOT USED KEYED NOTES THIS SHEET: 01 CONSTRUCT STD CURB AND GUTTER 02 REMDVEEXISTING DRIVEWAY. CONSTRUCT COMMERCIAL DRIVEWAY APRON PER CITY STD. DWG 3-22. 03 AC PATCH AS REQUIRED 04 REMOVE EXISTING DRIVEWAY AND CONSTRUCT SIDEWALK 05 CONSTRUCT CURB OPENING INSTALL STANDARD WELLHEAD PROTECTION SIGN AT CONSTRUCTION ENTRANCE AND MAINTAIN DURING 1. DNAPL CHEMICALS ARE PROHIBITED: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF SD5S FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE SDS'S, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE Q.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPL'S). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-744- 3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPL'S. 2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 3. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALSAVASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED INA WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. %RKING LOTS, TOPS OR CUTS \BRIG 1. PROVIDE PROTECTION FROMALL VEHICLE TRAFFIC, EQUIPMENT 7. A GEOTEXTILE IS REQUIRED TO ISOLATE THE DRAIN ROCK FROM STAGING, AND FOOT TRAFFIC IN PROPOSED INFILTRATION T G D ND GROWING MEDIUM AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. g. PLANTING MEDIUM 2. DIMENSIONS: d 1 a. 24"MINIMUM a. WIDTH OF SWALE: 5'-12. IL OR AMENDED NATIVE SOIL DEPTH OF SWALE: 12" 9. VEGETATION: FOLLOW LANDSCAPE PLANS OTHERWISE REFER b. LONGITUDINAL SLOPE OF SWALE:0.5%MN AND 6%MAX. O TO PLANT LIST IN SWMMAPPENDIX F. VEGETATIVE SWALES C. FLAT BOTTOM WIDTH: Z MINIMUM. G MUST HAVE FOLLOWING PLANTINGS PER 100SF OF FACILITY = O W AREA: d. SIDE SLOPES OF SWALE: 3:1 MAXIMUM o CO � CO W W a. 100 GROUND COVERS, OR 3. SIETBACKS(FROM CENTERLINE OF FACILITY): w b. BO GROUND COVERS 25MALL SHRUBS 4LARGE SHRUBS a. INFILTRATION SWALES MUST BE IV FROM FOUNDATIONS AND 1 TREE (DECIDUOUS OR EVERGREEN) AND 5' FROM PROPERTY LINES. V w 10. WATERPROOF LINER: SHALL BE 30 MIL PVC OR EQUIVALENT b. FILTRATION SWALES MUST HAVE A WATERPROOF LINER Uj FOR FLOW-THROUGH FACILITIES. WHEN WITHIN 10 FROM FOUNDATION OF 5' FROM $ PROPERTY LINES. 11. INSTALL WASHED PEA GRAVEL OR RIVER ROCK TO TRANSITION FROM INLETS AND SPLASH PAD TO GROWING MEDIUM 4. OVERFLOW: d<3 12. CHECK DAMS: SHALL BE PLACED AT I2'INTERVALS ALONG THE a. OVERFLOWS ARE REQUIRED TO AN APPROVED POINT LENGTH OF THE SWALE. DISCHARGE POINT UNLESS SIZED TO FULLY INFILTRATE THE FLOOD CONTROL DESIGN STORM. 13. ALL VEGETATION SHALL BE FULLY ESTABLISHED PRIOR TO FINAL INSPECTION. IF THIS CONDITION CANNOT BE MET, b. INLET ELEVATION MUST ALLOW FOR 2" OF FREEBOARD, TEMPORARY EROSION MEASURES AS SHOWN ON LDAP SHALL MINIMUM REMAIN IN PLACE UNTIL VEGETATION IS FULLY ESTABLISHED. 5. PIPING: MINIMUM 3"PIPE REQUIRED FOR UP TO 1,500 SQ FT OF IMPERVIOUS AREA, OTHERWISE 4° MN. PIPING MATERIAL, SLOPES AND INSTALLATION SHALL FOLLOW THE UNIFORM PLUMBING CODE. S. DRAIN ROCK: a. SIZE: 3/4°-2-1/2°WASHED b. DEPTH: 12°MNIMUM /'31VEGETATION SWALE Q2.1 NTS © 2023JOHNSON BRODERICK ENGINEERING. 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