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HomeMy WebLinkAboutPlans Applicant 7/2/2024I rnrr►irn 515 EXISTING MAJOR CONTOUR AND ELEVA11ON - —5" 4 EXISTING MINOR CONTOUR AND ELEVATION _ --EX. S.D. - _ EXISTING STORM DRAIN EX. 8" W.W. d' EXISTING WASTE WATER AND SIZE EX_8" W EXISTING WATER LINE AND SIZE - -5-YEAR TT- - EXISTING TIME OF TRAVEL LINES �N EXISTING FIRE HYDRANT o-- EXISTING STREET LIGHT 0 EXISTING WASTEWATER MANHOLE 1 EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT EXISTING TREE O MB EXISTING MAILBOX EXISTING ELECTRICAL TRANSFORMER NOTES: 1. APPLICANT/OWNER: THURSTON LIFE FOUNDATION 2. APPLICANT'S REPRESENTATIVE: THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. 3. 17-02-34-32 TAX LOT 202 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. 6. OMIT 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES. 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. 9. DEVELOPMENT AREA = 51,620 SQUARE FEET = 1.19 ACRES 10. PROPOSED RIGHT OF WAY = 0.0 ACRES 11. PROPOSED IMPERVIOUS AREA = 14,264 SQUARE FEET. 12. THE PROPOSED DEVELOPMENT IS COMMERCIAL 13. THE PROPOSED BUILDING SIZE = 6,821 SQUARE FEET 14. OPEN SPACE: 0.0 ACRES 15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: CC 16. BENCHMARK: 58TH/A - LC BC IN CONC 75'E OF CAINT STAMPED 'SE COR DLC 74 1971", ELEV. 512.98 (NAVD 1988). 17. THE NEAREST FIRE HYDRANT IS ON A STREET ADJACENT TO THE SITE SOIL TYPES. #32 COBURG URBAN LAND COMPLEX, SOIL GROUP C, WELL DRAINED CONCRETE G11R8 & W EX. CURB & GUTTER EX. 5' CURBSIDE SIDEWALK - - - - NORTH "A" STREET J Cn CID Ex. S ---------- -------------- ----- ------- 7' WIDE PUBLIC 507. \ UTILITY EASEMENT /A-\ \ L=98.17' \ 53,82' R=125.00 \ ---- --- � -EX- $n W �''--- a —� ❑—._.`.�� � � neo Q`z�\ CATAN N RIM.. 612 I I� I 4:4- 'f' TAX LOT #2602 , + C I I MAP 17-02-34-32 I \ I � &Ai Q TAX LOT #202 SANITARARY SENFR I I B YAWa-. PoAk 517. • - POSSBESMrrARY ( I I Rsns II W EX. 15" WW \ II E I % I'EANOUT w l w / / \ • G L_ 152.05' R=223.18 TAX LOT #2600 EASEMENTS ® EXISTING PUBLIC SIDEWALK AND EGRESS EASEMENT © EXISTING 24' WIDE PRIVATE INGRESS AND EGRESS EASEMENT Q EXISTING 5 WIDE PRIVATE STORM DRAIN EASEMENT EASEMENT Q EXISTING 25' WIDE PRIVATE SWALE EASEMENT Q EXISTING 20' WIDE PUBLIC SANITARY SEWER EASEMENT EASEMENT (D EXISTING 198.20' X 10' PRIVATE SANITARY SEWER EASEMENT Q EXISTING 10' WIDE PRIVATE UTILITY EASEMENT Q EXISTING 7' WIDE PUBLIC UTILITY EASEMENT II ` ❑ I{led CONCRETE RAMP � I L- - -- L------ pW QO O N I L=20.26 R=72.00 FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. a 41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION �, \ DETERMINED GRAPHIC SCALE W �^ I \20 0 10 20 40 80 O WELLHEAD PROTECTION o � � SITE IS LOCATED WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. ( IN FEET) Z i 1 inch = 20 ft. SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 SITE AND GRADING PLAN 3 UTILITY PLAN 4 DETAILS N 87'4315' w 5oA0' W a 0 z W w z a �^ o CL V) Y Ir LL_ 3 O U U a- E E� 169.45' 1 z NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ANY ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND THE FAVREAU GROUP, LLC DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS INCLUDING POTHOLING AND LOCATING EXISTING UNDERGROUND UTILITIES AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. ENGINEER'S NOTE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. � 9 2w es Z W W G J yp� J � P� EXPIRES DEC. 31, 2025 SHEET 1 OF 3 d' �N N O I � O �x Q E E� 169.45' 1 z NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ANY ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND THE FAVREAU GROUP, LLC DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS INCLUDING POTHOLING AND LOCATING EXISTING UNDERGROUND UTILITIES AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. ENGINEER'S NOTE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. � 9 2w es Z W W G J yp� J � P� EXPIRES DEC. 31, 2025 SHEET 1 OF 3 CONSTRICTION NOTES O CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK �2 CONSTRUCT 6" CURB AND GUTTER PER CITY STANDARD 3-5 O CONSTRUCT 6" CURB ONLY PER CITY STANDARD 3-5 G) CONSTRUCT CONCRETE WALK O CONSTRUCT 2' WIDE OPENING INTO STORMWATER FACILITY © SAWCUT EXISTING PAVEMENT TO SOLID AC O CONSTRUCT ADA RAMP ® CONSTRUCT 4" OPEN ROCK SPLASH PAD O9 TAPER CURB FROM 6" TO 0" IN 3 FEET 10 RETAINING WALL (UNDER SEPARATE PERMIT) CONCRETE CURB &GUTTER I EX. CURB & GUTTER EX. 5' CURBSIDE SIDEWALK - - - - - NORTH "A" STREET C-11 C4 Ex. SD --------------------- - - MWE�N �- - - - OI.-1 7' WIDE PUBLIC LE_ 507. � \ \ UTILITY EASEMENT LE: 557.38•(N) , p� �\ 53.82' ( R=125.00 \ �a CATAH 17.16- 1 51 .3 FS E�\\ a I 12.3 FS I I I 512.62 TC L \ 51 2.1 2 FL III --- ---- -- -- TAX LOT #2602 �. 4 II ; -----------4------ - -' 51 4.2 0 FF . 1) iI �2 I, - I �CQ I II MAP 34 • �i INI TAX LOT � . M.7«F° . 5 SINTARY SEWER12 :e i.. 5 TC RM: 57,.68• B I ;� '• _ � . +• ♦ •� 3 5 FS _ LE_ SM31•(E)M °aJP -'-� L4 24 JC_ ° I I • a 1 a �t z 7n rc SWAB - SEWER ►�, 5" ----------- EX. 1 WW , Qa as 51 4 FS I +� ---------------------- p 1\ 7 E III 513.05 TC + I I ' • ObT,55 FL W -I-----i-s- -- 4--- � C C as a_ --- -- 513. 513. N i TAX LOT #2600 Ir:NINI11►r0 QA EXISTING PUBLIC SIDEWALK AND EGRESS EASEMENT © EXISTING 24' WIDE PRIVATE INGRESS AND EGRESS EASEMENT Q EXISTING 5' WIDE PRIVATE STORM DRAIN EASEMENT EASEMENT Q EXISTING 25' WIDE PRIVATE SWALE EASEMENT EQ EXISTING 20' WIDE PUBLIC SANITARY SEWER EASEMENT EASEMENT Q EXISTING 198.20' X 10' PRIVATE SANITARY SEWER EASEMENT Q EXISTING 10' WIDE PRIVATE UTILITY EASEMENT Q EXISTING 7' WIDE PUBLIC UTILITY EASEMENT ESTIMATED EARTHWORK CUT = 2,000 C.Y. FILL = 2,000 C.Y. SOIL TYPES. SOIL GROUP C FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039CI134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION DETERMINED WELLHEAD PROTECTION SITE IS LOCATED WITHIN THE 99 YEAR TIME OF TRAVEL ZONE GROUNDWATER PROTECTION CONSTRUCTION NOTES Site is located in close proximity to municipal drinking water well. care shall be taken to prevent groundwater contamination.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. 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 materials/wastes, must not enter the soil or be washed into the storm water system. All chemicals should be stored in adequate secondary containment. 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. No fill materials containing hazardous materials shall be used on this site. 20 4 24 FL I 3 514.30 FF 4.28 FS •f .• • 514.5 TC 3 5141 TC 513.5 FS 15513.651 FS - n1 rr1 t I t x-77 3 R11 TC 513.97 TC J'`'•`O r9 Z A-7 rC` 513.26 510.7 4.07 C 3.57 `o 3 4.18 TC " 3 68 F�I 6 �i I TCI1 6 �2 F i� � 1113118 ' I I C6 6 I 11 10 14' F.c•t3.$8 E� F 514:22 FS `5a 3..90 'FS. 1 .75= a 513. 5 �� _ 51 X3'1S u1 . ' :. • I 3 514.0 TC 4 513.513 FS a n .513.t TC '' "� 513.37 FS r 573.. T ', T _ t' � I t /L� I 513.06 FS 3 513.69 TC I 51 .21 TC 512.95 F 51.3 1 q FS I 51 .711 FS Te \ ra 01z.06 r�) ryI 1 - - 513.28 TC 512.78 FS 513.E 513.1 ' 513.' 513.03:fiC 513.07 TC 513.( 512.53" FL, 512.52 FS - S 512.83; 7C 512.3,3' FS 2 512.7 FS 512.2,. 8 FS IN 90'00'00 W CONCRETE � - RAMP IIII 151 .53 C 512.8 i FS 151 .03 S \ �I I C4 l >z I --- - �� ---I- ----------- - L---�---- -512- I ' �--- 511\ ...,.. 510-° W 10°� D I Lx - JE . 8 SD o IF N 89'44'31' W 108.52' ( II C Cn i III II I I L=20.26 J R=72.00 N M \ L a GRAPHIC SCALE W 01 0 10 20 40 80 1 0 z { IN FEET } 1 inch = 20 ft. N 87'43'15' W 50,00' L=152.05' R=223.18 513- 97 TC� 51 .47 FS ; j� _ ❑ ""514.10 TC " 513.601 FS 010 513"67 TC 513.17 FS " TC 513.80 TC" - FS 513.30 FS i 513.79 TC . IL.LJ rL 51 3.16 TC 51 �y 512.86 ,'TC 513.24 TC I -----------� ----- - - - - - - W 117 Z Lj Lf C.7 � Z_ IL tY o V) V Y ac ILL. 3 O U �m U a - a LU Mi Z 0 01 Z w z0 W %o 0 LU E 00 1 0 N C N m 12 9 EXPIRES DEC. 31, 2025 SHEET 2 OF 3 ON N O I F- 0 X Q X Q a LU Mi Z 0 01 Z w z0 W %o 0 LU E 00 1 0 N C N m 12 9 EXPIRES DEC. 31, 2025 SHEET 2 OF 3 CONSTRUCTION NOTES 17 INSTALL OIL/WATER SEPARATOR INLET 18 INSTALL 4" DIA. PVC SDR35 DRAIN PIPE 19 INSTALL 6" DIA. PVC SDR35 DRAIN PIPE 20 INSTALL 8" DIA. PVC SDR35 DRAIN PIPE 21 INSTALL 8" DIA. PERFORATED PVC SDR35 DRAIN PIPE 22 INSTALL 4" DIA. PERFORATED PVC SDR35 DRAIN PIPE 23 INSTALL CLEANOUT 24 INSTALL 12" INLET 25 CONNECT TO EXISTING STORM DRAIN PIPE, VERIFY PIPE LOCATION PRIOR TO CONSTRUCTION 26 CONSTRUCT CURBSIDE FILTRATION PLANTER PER DETAIL A HEREON 27 CONSTRUCT CURBSIDE FILTRATION PLANTER PER DETAIL B HEREON 28 INSTALL 3" DIA. PVS DRAIN PIPE 29 INSTALL 5' X 5' X 0.5' DEEP RIP RAP APRON. 4" DIA. ROCK MIN. 30 INSTALL 6" DIA. PVC SDR35 WASTEWATER PIPE 31 CONNECT TO EXISTING WASTEWATER WITH CLEANOUT 32 INSTALL 6" DIA. INLET 40 INSTALL 1" WATER SERVICE AND METER 6" CONCRETE WALL. 2.5' - 3.5' TALL ADD 6" CONCRETE ADJACENT TO PARKING 4" OPENINGS SPLASH PAD. EVERY 6' 6" CURB MIN. PER PLAN & GUTTER 12" INLET 4„ 2" MIN. 4„ FREEBOARD 6' SIDEWALK 2% MA 511.40 BOTTOM BATTER 1:6 BATTER 1:6 OPENING PER PLAN 8" PIPE TO EXISTING STORM DRAIN (VERIFY 12" (3/4" TO 2-1/2") LOCATION PRIOR TO CONSTRUCTION) WASHED DRAIN ROCK 4" PERFORATED PIPE 10' ON CENTER THE FILITRATION PLANTERS WILL BE FILLED WITH 12" OF TOPSOIL (3 -WAY MIX). EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY CAREX OBNUPTA 4" POTS 399* EA JUNCUS PATENS 4" POTS 399* EA. * BASED ON ONE PLANT PER SQUARE FOOT (798 SQUARE FOOT PLANTER) �CUBSIDE FILTRATION PLANTER SECTION DETAIL B NO SCALE ADD 6" CONCRETE 6" CONCRETE WALL. ' - 3.5' TALL ADJACENT TO PARKING 1.5 SPLASH PAD, 6" CURB MIN. PER PLAN & GUTTER 12" INLET 4„ 2" MIN. FREEBOARD 6 512.45 BOTTOM BATTER 1:6 BATTER 1:6 OPENING PER PLAN 8" PIPE TO EXISTING STORM DRAIN (VERIFY 12" (3/4" TO 2-1/2") LOCATION PRIOR TO CONSTRUCTION) WASHED DRAIN ROCK 4" PERFORATED PIPE 10' ON CENTER THE FILITRATION PLANTERS WILL BE FILLED WITH 12" OF TOPSOIL (3 -WAY MIX). EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY CAREX OBNUPTA 4" POTS 399* EA JUNCUS PATENS 4" POTS 399* EA. * BASED ON ONE PLANT PER SQUARE FOOT (798 SQUARE FOOT PLANTER) CUBSIDE FILTRATION PLANTER SECTION DETAIL A NO SCALE ADJACENT BUILDING OR EDGE OF PLANT BED SPACING 'D" ROW "A" 3' Q.C. 2.6" 6' O.C. 5.2' 9" Q.C. 7.8" 12' O.C. 10.4' 15' O.C. 13.0' SPACING 'D" ROW 'A' 18" O.C. 15.6" 24" O.C. 20.8" 30" Q.C. 26.0' 36' O.C. 30.0' 48' O.C. 41.5' GROUNDCOVER SPACING DIAGRAM NO SCALE a CONCRETE WRH & WTTER ' - NORTH A STREET 1 -------------- �DRAIN 7' WIDE PUBLIC L Em.," UTILITY EASEMENT LE: 507.8r S TAX LOT #2602 d Mrrmv SEWER SM ---- i ---------- C 11 I I° C C a II A1► I CONCRETE CURB & GUTTER f o III TAX LOT #2600 I Z I II I I �I EASEM EN TS ® EXISTING PUBLIC SIDEWALK AND EGRESS EASEMENT © EXISTING 24' WIDE PRIVATE INGRESS AND EGRESS EASEMENT © EXISTING 5' WIDE PRIVATE STORM DRAIN EASEMENT EASEMENT DQ EXISTING 25' WIDE PRIVATE SWALE EASEMENT EQ EXISTING 20' WIDE PUBLIC SANITARY SEWER EASEMENT EASEMENT FQ EXISTING 198.20' X 10' PRIVATE SANITARY SEWER EASEMENT © EXISTING 10' WIDE PRIVATE UTILITY EASEMENT HQ EXISTING 7' WIDE PUBLIC UTILITY EASEMENT Vegetation shall not become overgrown and shall be managed to include controlling noxious or invasive vegetation. At the end of the first year and again at the end of the 2 -year warranty period, all plants that do not survive must be replaced by developer. Establishment procedures, such as control of invasive weeds, animal and vandal damage, mulching, re-staldng, watering, and mesh or tube protection replacement, shall be implemented to the extent needed to ensure plant survival by developer. Vegetation management after the warranty period is the responsibility of the property owner. EX. CURB & GUTTER -- y EX. 5' CURBSIDE SIDEWALK - - EX. SD ----------------------( L=98.17' \ '1 " E 53.82' R=125.00 \ EX. 8„ W \ 41 512.00 512.20 CIA INV. 18 INV. � \ 27 L \ 512.20 18 0\ INV. 5r3� 512.10 \ S I � 23 25!x' 512.00 ° INV. 18 --5A2 18 a • ti w I 511.75 •� I \ _ INV. /'j G L 511.50 •' \ =152.05' \` ' 511.60 , INV. INV. < \ \ R=223.18 19 18 te. II I 20 --�� ----------- _______--- ------------------------ LL- 19 (19 b --- I ' I----------- --- e' • . F -------- .. e _ I 21 . .. �o G I ° .•' • VA I I I W $� 3�! 22 i1 22 ' I 31 30 509.0 INV. 32 26 90*01TOOM W f, IA.- - - - - i I CONCRETE f - - - - - - - - - - - - B RAMP 1 / 1 \ C4 \ 510.801 i 1511.051 X I / INV. I I 1 INV. U-' I I - 510:50 19 19 ---- - - - - - - - - - - - - - V �I W X. 10" 29 50 29 E . 8 SD Q I c'� N 89'44'31 W 108.52' �II C I I M 7 I L=20.26 NOTICE TO CONTRACTOR 0 R=72.00 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO M M PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS r N \ 'a} a �s GRAPHIC SCALE W �► 20 0 10 20 40 80 QQ Y lO i z ( IN FEET ) 1 inch = 20 ft. d N 8x43'15" W RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES, ANY ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND THE FAVREAU GROUP, p' LLC DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. Q THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS INCLUDING POTHOLING AND LOCATING EXISTING LL UNDERGROUND UTILITIES AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. M ENGINEER'S NOTE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LLI w E: C- ry(Z_yy Q � N V Y LL. 3 O U Imo- m U nom. d 4. I 4 -----------------------�I II 4 ----------------------1 a .4 I SMTARY SEWER a - ------------------------- ______________________MANHOLE MANHOLE a. W. sn.se N LE- WMV(Ei(W) ' ------ ----------LI O ---- i ---------- C 11 I I° C C a II A1► I CONCRETE CURB & GUTTER f o III TAX LOT #2600 I Z I II I I �I EASEM EN TS ® EXISTING PUBLIC SIDEWALK AND EGRESS EASEMENT © EXISTING 24' WIDE PRIVATE INGRESS AND EGRESS EASEMENT © EXISTING 5' WIDE PRIVATE STORM DRAIN EASEMENT EASEMENT DQ EXISTING 25' WIDE PRIVATE SWALE EASEMENT EQ EXISTING 20' WIDE PUBLIC SANITARY SEWER EASEMENT EASEMENT FQ EXISTING 198.20' X 10' PRIVATE SANITARY SEWER EASEMENT © EXISTING 10' WIDE PRIVATE UTILITY EASEMENT HQ EXISTING 7' WIDE PUBLIC UTILITY EASEMENT Vegetation shall not become overgrown and shall be managed to include controlling noxious or invasive vegetation. At the end of the first year and again at the end of the 2 -year warranty period, all plants that do not survive must be replaced by developer. Establishment procedures, such as control of invasive weeds, animal and vandal damage, mulching, re-staldng, watering, and mesh or tube protection replacement, shall be implemented to the extent needed to ensure plant survival by developer. Vegetation management after the warranty period is the responsibility of the property owner. EX. CURB & GUTTER -- y EX. 5' CURBSIDE SIDEWALK - - EX. SD ----------------------( L=98.17' \ '1 " E 53.82' R=125.00 \ EX. 8„ W \ 41 512.00 512.20 CIA INV. 18 INV. � \ 27 L \ 512.20 18 0\ INV. 5r3� 512.10 \ S I � 23 25!x' 512.00 ° INV. 18 --5A2 18 a • ti w I 511.75 •� I \ _ INV. /'j G L 511.50 •' \ =152.05' \` ' 511.60 , INV. INV. < \ \ R=223.18 19 18 te. II I 20 --�� ----------- _______--- ------------------------ LL- 19 (19 b --- I ' I----------- --- e' • . F -------- .. e _ I 21 . .. �o G I ° .•' • VA I I I W $� 3�! 22 i1 22 ' I 31 30 509.0 INV. 32 26 90*01TOOM W f, IA.- - - - - i I CONCRETE f - - - - - - - - - - - - B RAMP 1 / 1 \ C4 \ 510.801 i 1511.051 X I / INV. I I 1 INV. U-' I I - 510:50 19 19 ---- - - - - - - - - - - - - - V �I W X. 10" 29 50 29 E . 8 SD Q I c'� N 89'44'31 W 108.52' �II C I I M 7 I L=20.26 NOTICE TO CONTRACTOR 0 R=72.00 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO M M PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS r N \ 'a} a �s GRAPHIC SCALE W �► 20 0 10 20 40 80 QQ Y lO i z ( IN FEET ) 1 inch = 20 ft. d N 8x43'15" W RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES, ANY ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND THE FAVREAU GROUP, p' LLC DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. Q THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS INCLUDING POTHOLING AND LOCATING EXISTING LL UNDERGROUND UTILITIES AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. M ENGINEER'S NOTE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LLI w E: C- ry(Z_yy Q � N V Y LL. 3 O U Imo- m U nom. a a z a r7• 'v� IUUI o w 6 L1 0 > W �J W EXPIRES DEC. 31. 2025 SHEET 3 OF 3 04 d- 04 N N O 1 O X QF- X E . i N N N a a z a r7• 'v� IUUI o w 6 L1 0 > W �J W EXPIRES DEC. 31. 2025 SHEET 3 OF 3 K11nDTL.J "All CTQCCT 7' WIDE PUBLIC TAX LOT #2602 ('BUDGET BLINDS' BUILDING) TAX LOT #2600 X �A EXISTING PUBLIC SIDEWALK AND EGRESS EASEMENT © EXISTING 24' WIDE PRIVATE INGRESS AND EGRESS EASEMENT © EXISTING 5' WIDE PRIVATE STORM DRAIN EASEMENT EASEMENT OD EXISTING 25' WIDE PRIVATE SWALE EASEMENT aE EXISTING 20' WIDE PUBLIC SANITARY SEWER EASEMENT EASEMENT �F EXISTING 198.20'X 10' PRIVATE SANITARY SEWER EASEMENT ( EXISTING 10' WIDE PRIVATE UTILITY EASEMENT ® EXISTING 7' WIDE PUBLIC UTILITY EASEMENT as w l' CS l II o C;I, � 1� ---------------- F11111111111W (E) PARIDNG ON ADJACENT LOT S 89058'14" E L=98.17' IN;.,R=125.00 1=1114111JATL STORI- WATER 108.52' N 8744'31" W SITE AREA5 SCALE: 1" = 50' PROPOSED 51TE PLAN S CA L P: 1/10" = 1'-0" NOTE: BUILDING B TO BE FIRE SPRINKLED MAP $ TAX LOT. 17-02-3432-00-202 Springfield Development Coverage Standards - Neighborhood Commercial (NC): Building Maximum: 35D/o =14,315 ParkingNehicular Circ. Max.: 45% =18,405 Landscaping SF: 13,077 SF Building 'B' Footprint: 5,962 Parkina Footprint: 13.727 Note: Site SF, minimum, and maximum totals exclude the existing Ingress/Egress Easements. Arbor South Architecture 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-3443332 arborsouth.com PROJECT Thurston Life Center - Building 'A' [Approx.] 5842 Main St Springfield, OR INDEX SITE PLAN JOB NO. 2310 DATE 02 July 2024 DRAWN BY Ryan R., Ryan W., Tyler, Nick CHECKED BY Dan REVISION 0 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A.01 ®Arbor South Architecture, P.C. Thurston Life Foundation - 2310 I IV✓L.. LfILLf ' 25-0, 0-0" 24'-0" 20'-O" 16-0" 1 2 3 4 AL5 E BUILDING 'A' - FLOOR PLA N F.F.E. 514.20' AREA: 3,738 5F - BUILDING A Arbor South Architecture 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-3443332 arborsouth.com PROJECT Thurston Life Center - Building 'A' [Approx.] 5842 Main St Springfield, OR INDEX FLOOR PLAN - BLDG A JOB NO. 2310 DATE 02 July 2024 DRAWN BY Ryan R., Ryan W., Tyler, Nick CHECKED BY Dan REVISION MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO I A.05 1 ©Arbor South Architecture, P.C. Thurston Life Foundation - 2310 FLAT ROOF: SHED ROOF (COUNSELING CENTER): 5.P.1" i. METAL ROOFING TO BE DETERMINED 1/2" COVERBOARD @ WALKWAYS W.R.B. TAPERED INSULATION 5/60,53. OR PER 5TRUCT. R-30 ABOVE DECK RIGID 1 5.2" RIGID INSULATION (R-30 MIN.) 2 INSULATION 14"5/8" O.S.B. OR PER 5TRUCT. 5/8" O.S.B. PER 5TRUCT. O.H. OPEN -WEB TRUSSES PER 5TRUCT. P.E. TRUSSES PER MANUF. a 3 DROPPED T -BAR CEILING A?3 A21 PARAPET @ FLAT ROOF CUSTOM METAL- AWNING ETALAWNING u n W STOREFRONT, TYP. s -1c �al C � 1111�il�ll a� MTL CANOPY: HEAVY GAUGE METAL ROOFING (T.B.D.) METAL FRAMING PER 5TRUCT. 4 Al 101A TYP. SHED ROOF. METAL ROOFING TO BE DETERMINED W.R.B. 5/8" O.S.B. OR PER 5TRUCT. 5 5.2" RIGID INSULATION (R-30 MIN.) 5/8'O.S.B. OR PER 5TRUCT., PAINT BLACK OPEN -WEB TRUSSES PER 5TRUCT, F1 t Arbor South Architecture U F--- TYP. FASGOV13ARGE: J SOUTH ELEVATION — BUILDING 'A' .ri a Arai -raw i i irk �r�w rr^r_r]�� Cw 1717/ GIGA I WEST ELEVATION — BUILDING 'A' sGALE 114 _ ,_o 511)ING LEGEND [Approx.] 5842 S�-iX : HORIZONTAL LAP SIDING - 6" REVEAL Main St 1A PAINT. SHERWIN WIH IAMS "XXX" Springfield, OR 1C PAINT. SHERWIN WILLIAMS "XXX" o� u, @ HORIZONTAL $ VERTICAL SEAMS : HARDIE BOARD $ BATTEN W/ RANDOM SPACING, COORDINATE W/ FINAL PATTERN INDEX : HARDIE BOARD $ BATTEN W/ ELEVATIONS - UNIFORM SPACING fO" MAIN FLOOR F.FE. BLDG A 51420'BUILDING A FFE. 511)ING LEGEND S�-iX : HORIZONTAL LAP SIDING - 6" REVEAL 1A PAINT. SHERWIN WIH IAMS "XXX" 1B PAINT: SHERWIN WILLIAMS "XXX" 1C PAINT. SHERWIN WILLIAMS "XXX" PANEL 51DING W/ TAMLYN TRIM REVEALS @ HORIZONTAL $ VERTICAL SEAMS : HARDIE BOARD $ BATTEN W/ RANDOM SPACING, COORDINATE W/ FINAL PATTERN W/ ARCHITECT : HARDIE BOARD $ BATTEN W/ UNIFORM SPACING JOB NO. 2310 DATE 02 July 2024 DRAWN BY Ryan R., Ryan W., Tyler, Nick CHECKED BY Dan REVISION 0 APA&A ®� e, �o�-- QF MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A.11 ©Arbor South Architecture, P.C. Thurston L'rfe Foundation - 2310 STOREFRONT, TYP. iO.H. 4 0 H, O.H. A23 12 :=nI,z.r 1 'THURSTON LIFE CENTER" ENTRY SIGN, BACKLIT, COORDINATE W/ EL -EC. F "YL" YOUNG LIFE ENTRY SIGN, BAGKLIT, COORDINATE W/ TENANT �t ELEG. MTL CANOPY: HEAVY GAUGE METAL. ROOFING (T.B.D.) METAL FRAMING PER STRUCT. CAST -IN-PLACE CONCRETE BENCH, COORDINATE W/ STRUCT. G TYP. SHED ROOF: METAL ROOFING TO BE DETERMINED W.R.B. 5/60.5.13. OR PER STRUCT. 5.2" RIGID INSULATION (R-30 MIN.) 5/8" O.S.B. OR PER STRUCT., PAINT BLACK OPEN -WEB TRUSSES PER STRUCT. 1/2" COVERBOARD @ WALKWAYS TAPERED INSULATIONSHED ROOF (COUNSELING CENTER): R-30 ABOVE DECK RIGID INSULATION 3 2 METAL ROOFING TO BE DETERMINED 2'-C 5/8" O.S.B. PER STRUCT. W.R.B. O.H. P.E. TRUSSES PER MANUF. r3 5/8" O.S.B. OR PER STRUCT. T5.2" RIGID INSULATION (R-30 MIN.) 5/8"0.5,13. OR PER STRUCT. O.H. OPEN -WEB TRUSSES PER STRUCT. PPARAP,ET V F , RJF I DROPPED T -BAR CEILING A A A I I I 7 I I L— — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — '- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� NORTH ELEVATION -BUILDING 'A' scene. va - r -o. 5-2 M INTERIOR FLOOR, TYP.: ' FLOORING PER FINISH FLOOR PLANS 4' GONCRETE SLAB ON GRADE W/ #4 REBAR E.W, @ 24" O.G. VAPOR BARRIER COMPACTED CRUSHED ROCK BASE 24:'P--15 INSUL. @ EXTERIOR EDGES 5-3 S -1G 5-1 5-2 ©1111mmiam — — — — — — — — — — — — L- — — — — — — — — — — — — — — — — — — — — — —� — — — — —� — — — — — — — — — — — — — — — — -- EAST- EAST ELEVATION -BUILDING 'A' scnLe. na = r - o. IRRIGATION CONTROL BOX TYP. EXTERIOR WALL: SIDING PER ELEVATIONS WRB TO BE DETERMINED OR PER SHEARWALL SPEC. 2X6 STUDS @ 16" O.G. -5-1/2'R-23 B.I.B. INSULATION 5/8" GYP. BOARD W/ PLASTER FINISH SIDING LEGEND HORIZONTAL LAP SIDING - 6" REVEAL 1A PAINT: SHERWIN WILLIAMS "XXX" 1B PAINT. SHERWIN WILLIAMS "XXX" 1C PAINT: SHERWIN WILLIAMS "XXX" : PANEL SIDING W/ TAMLYN TRIM REVEALS @ HORIZONTAL $ VERTICAL SEAMS : HARDIE BOARD lt BATTEN W/ RANDOM SPACING, COORDINATE W/ FINAL PATTERN W/ ARCHITECT ® : HARDIE BOARD � BATTEN W/ UNIFORM SPACING Arbor South Architecture 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 arborsouth.com PROJECT Thurston Life Center - Building 'A' [Approx.] 5842 Main St Springfield, OR INDEX ELEVATIONS - BLDG A JOB NO. 2310 DATE 02 July 2024 DRAWN BY Ryan R., Ryan W., Tyler, Nick CHECKED BY Dan REVISION MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A.12 C Arbor South Architecture, R C. Thurston Life Foundation - 2310 ------------------ - ---------------- — — — — — — — I � I op I P <i r -:.4fi tea+'.x- ` M '�'���•�+. '„fir..,., �'�' ..:.' '"!.�,,�rx,x� .���.x.' 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VINYL ,^ VESTIBULE / eA ^. ,. . 97 0 mm- esr � as ` �,er ; € .�• �: � ��/aY .r�}�:�.'., ��$" .,: ��?o-M�' "�r�s�"�a:"r"�r' I .a COVE12ECb PATI20 O �. .SAND FINISH GONG OS t BUILDING 'Bt FLOOR PLAN F.F.E. 514.25' rS- GALE : 1/4" _ 1' - O " NOTE: BUILDING B TO BE FIRE SPRINKLED AREA 5,093 5F BUILDING 'B' Arbor South Architecture 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 arborsouth.com PROJECT Thurston Life Center - Building B' [Approx.] 5842 Main St Springfield, OR INDEX FLOOR PLAN - BLDG B JOB NO. 2310 DATE 02 July 2024 DRAWN BY Ryan R., Ryan W., Tyler, Nick CHECKED BY Dan REVISION 0 A&A �0 - ®OF 4 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A.031 © Arbor South Architecture, P.C. Thurston Urfa Foundation - 2A — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — — BUILDING 'Bt FLOOR PLAN F.F.E. 514.25' rS- GALE : 1/4" _ 1' - O " NOTE: BUILDING B TO BE FIRE SPRINKLED AREA 5,093 5F BUILDING 'B' Arbor South Architecture 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 arborsouth.com PROJECT Thurston Life Center - Building B' [Approx.] 5842 Main St Springfield, OR INDEX FLOOR PLAN - BLDG B JOB NO. 2310 DATE 02 July 2024 DRAWN BY Ryan R., Ryan W., Tyler, Nick CHECKED BY Dan REVISION 0 A&A �0 - ®OF 4 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A.031 © Arbor South Architecture, P.C. Thurston Urfa Foundation - 2A 5 LEGEND q.. PARAPET @ : HORIZONTAL LAP SIDING - 6" REVEAL FLAT ROOF: FLAT ROOF S.P.M. 1G PAINT: SHERWIN WI1-LAM5 "XXX" 1/2" COVERBOARD 4 : PANEL 51DING W/ TAMLYN TRIM REVEALS WALKWAYS : HARDIE BOARD �t BATTEN W/ RANDOM TAPERED INSULATIO SPACING, COORDINATE W/ FINAL PATTERN R-30 ABOVE DECK IGID ® 9 INSULATION 5/8" O.S.B. PER STRUT. UNIFORM SPACING P.E. TRU55ES PER MANUF, MTL CANOPY. HEAVY GAUGE METAL ROOFING (T.B.D.) METAL FRAMING PER STRUCT. S-2 12 1.5 F-- r�e r 0 COMMUNITY CENTER SIGN, BACKLIT, COORDINATE W/ ELEG. O.H. TYP. SHED ROOF. METAL ROOFING TO BE DETERMINED W.R.B. 5/8" O.S.B. OR PER STRUCT. 5.2" RIGID INSULATION (R-30 MIN.) 5/8" O.S.B. OR PER STRUCT., PAINT BLACK OPEN -WEB TRUSSES PER STRUCT. F, 1 LEGEND 1i;:1 -X1 : HORIZONTAL LAP SIDING - 6" REVEAL O.H. 3 1G PAINT: SHERWIN WI1-LAM5 "XXX" A.23 : PANEL 51DING W/ TAMLYN TRIM REVEALS @ HORIZONTAL $ VERTICAL SEAMS : HARDIE BOARD �t BATTEN W/ RANDOM 4 SPACING, COORDINATE W/ FINAL PATTERN W/ ARCHITECT ® : HARDIE BOARD $-: BATTEN W/ UNIFORM SPACING A.23 III IIINIIII 4 w TYP. FASCIA/BARGE: MTL FASCIA LVL SUB -FASCIA, SIZE TBD "GEDARMILL' HARDIE SOFFIT PANEL — TYP. EXTERIOR WALL SIDING PER ELEVATIONS S-2 WRB TO BE DETERMINED P 1/2" O.S.B. OR PER SHEARWALL SPEC, 2X6 STUDS C, 5-1/2" R-23 B.I.B. INSULATION 5/8" GYP. BOARD W/ PLASTER FINISH .5. I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� 2 9 5 A18 AM a18 STOREFRONT, TYP. A18 INTERIOR FLOOR, TYP.: FLOORING PER FIN15H FLOOR PLANS 4' GONGRETE SLAB ON GRADE W/ #4 REBAR E.W. @ 24" O.G. VAPOR BARRIER COMPACTED CRUSHED ROCK BASE 24:'R-15 INSUL. 0 EXTERIOR EDGES NORTH ELEVATION - BUILDING 'B' scnLe va r -o. SEATING CANOPY. METAL ROOFING (T.B.D.) W.R.B. 5/8" O.S.B. OR PER STRUCT. 2x RAFTER FRAMING @ 24" O.G. HARDI SOFFIT PANEL S✓' D IS -1B0 S-3 S-2 1111111111mml 0 A I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- L — — — — — — — — — — — — —� CAST -IN-PLACE CONCRETE BENCH, COORDINATE W/ STRUCT. EAST ELEVATION - BUILDING '8' SCALE: 1,4 1-o BUILDING ADDRESS SIGN 'TRACK TOWN" ENTRY SIGN, BACKLIT, COORDINATE W/ ELEC. MTL CANOPY: HEAVY GAUGE METAL ROOFING (T.B.D.) METAL FRAMING PER STRUCT. SIDING LEGEND 1i;:1 -X1 : HORIZONTAL LAP SIDING - 6" REVEAL 1A PAINT: SHERWIN WILLIAMS "XXX" 1B PAINT: SHERWIN WILLIAMS "XXX" 1G PAINT: SHERWIN WI1-LAM5 "XXX" : PANEL 51DING W/ TAMLYN TRIM REVEALS @ HORIZONTAL $ VERTICAL SEAMS : HARDIE BOARD �t BATTEN W/ RANDOM SPACING, COORDINATE W/ FINAL PATTERN W/ ARCHITECT ® : HARDIE BOARD $-: BATTEN W/ UNIFORM SPACING Arbor South Architecture 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-344-3332 arborsouth.com PROJECT Thurston Life Center - Building 1131 [Approx.] 5842 Main St Springfield, OR INDEX ELEVATIONS - BLDG B JOB NO. 2310 DATE 02 July 2024 DRAWN BY Ryan R., Ryan W., Tyler, Nick CHECKED BY Dan REVISION 0 ®� Go '0 OF 4 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO I A.091 ©Arbor South Architecture, P.C. Thurston Life Foundation - 2310 SOUTH ELEVATION -BUILDING 'B' scnie. vn = 1'-0" COMMUNITY CENTER SIGN, BACKLIT, COORDINATE W/ ELEC. FLOORING PER FINISH FLOOR PLANS COORDINATE W/ STRUCT. 4" CONCRETE SLAB ON GRADE W/ #4 REBAR E.W. V 24 O.G. VAPOR BARRIER COMPACTED CRUSHED ROG< BASE 24:'R-15 IN5UL. V EXTERIOR EDGES S-2 0 S-1 B 5-2 I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — — — — — — — — — — — — — — — — — — J WEST ELEVATION - BUILDING 'B' SCA LE: II4 = 1'-0' SIDING LEGEND HORIZONTAL LAP SIDING - 6" REVEAL 1A PAINT: SHERWIN WILLIAMS 'XXX" 1B PAINT. SHERWIN WILLIAMS 'XXX" 1C PAINT. SHERWIN WILLAMS 'XXX' : PANEL SIDING W/ TAMLYN TRIM REVEALS @ HORIZONTAL �r VERTICAL 5F—AMS : HARDIE BOARD �t BATTEN W/ RANDOM SPACING, COORDINATE W/ FINAL PATTERN W/ ARCHITECT : HARDIE BOARD $ BATTEN W/ UNIFORM SPACING 11! Arbor South Architecture 380 Lincoln Street Eugene, Oregon 97401 Phone: 541-3443332 arborsouth.com PROJECT Thurston Life Center - Building 1131 [Approx.] 5842 Main St Springfield, OR INDEX ELEVATIONS - BLDG B JOB NO. 2310 DATE 02 July 2024 DRAWN BY Ryan R., Ryan W., Tyler, Nick CHECKED BY Dan REVISION 0 O 40 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A010 Arbor South Architecture, P.C. Thurston Life Foundation - 2310