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Plans Applicant 2/12/2024
ON 0 0 CD 1p N O N N in v Chad 'W Ridglejv 81vu RMTIJ K 0 n a m IN �p c Aq r O international Way 0 E Game Farm Rd .1 PROJECT SITE eltline Rd IR Colonial Dr 4 ro VICINITY MAP NOT TO SCALE N PROJECT DESCRIPTON THIS PROJECT CONSISTS OF CONSTRUCTING A CUTTING-EDGE SINGLE -STORY CAR WASH BUILDING SPANNING 4,999 SQUARE FEET. THE PROJECT ENCOMPASSES THREE ACCESS POINTS OFF THE SHARED DRIVEWAY, THE CREATION OF AN ASPHALT -PAVED PARKING LOT, THAT INCLUDES EMPLOYEE PARKING AND SERVICE VACUUM STATIONS. THE SCOPE ALSO INCLUDES THE INSTALLATION OF ESSENTIAL UNDERGROUND UTILITIES; SUCH AS WATER, SANITARY SEWER, ELECTRIC, GAS, AND COMMUNICATIONS INFRASTRUCTURE. TO ADDRESS ENVIRONMENTAL CONSIDERATIONS, STATE-OF-THE-ART STORMWATER TREATMENT FACILITIES WILL BE INTEGRATED, AS WELL AS WATER RECLAIM FOR THE CAR WASH. SITE LOCATION THIS PROJECT SITE IS LOCATED ON THE NORTH WEST SIDE OF GATEWAY STREET IN SPRINGFIELD OREGON. THE SITE HOLDS THE ADDRESS OF 3358 GATEWAY STREET IN SPRINGFIELD, OREGON 974777HE PROJECT SITE IS LOCATED ON TAX MAP 17032220 AND INLCUDES TAX LOT NUMBERS 001600 AND 001300 EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR REPLACED IN ACCORDANCE WITH OREGON REVISED STATUES 209.140-209.155 STRUCTURAL PERFORMANCE ENGINEERING 399 PERRY STREET, SUITE 204A CASTLE ROCK, CO 80104 (303) 721-3322 TSCHOTT@PERFORMANCESE.COM ATTN: TOM SCHOTT Nicholas Dr om Ethan �' 0 CIO 0 HAPPY'S CAR WASH - SPRINGFIELD BASIS OF BEARING OREGON SOUTH STATE PLANE COORDINATE SYSTEM NAD 83 (2011) BASED ON GPS OBSERVATIONS. DISTANCES SHOWN HEREON GROUND DISTANCES, INTERNATIONAL FEET, SCALED ABOUT A CENTRAL CONTROL POINT DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED ON NATIONAL GEODETIC SURVEY ONLINE POSITIONING SERVICE OPUS STATIC OBSERVATIONS. MEP ENGINEERS 3 CONSULTING ENGINEERS 1415 PARK AVE WEST DENVER, CO 80205 (720) 810-5714 BP@3CONSULTINGENGINEERS.COM ATTN: BRUCE PACHIKARA LANDSCAPE 3 CONSULTING ENGINEERS 1415 PARK AVE WEST DENVER, CO 80205 (720) 810-5714 BP@3CONSULTINGENGINEERS.COM ATTN: BRUCE PACHIKARA 3358 GATEWAY STREET, SPRINGFIELD, OR T T - 'T ST-ST—ST—ST—ST—ST—ST—ST—ST—ST—ST—ST RQWPApC BELTUNIE ST—ST—ST ------------i---�♦ I co I y ~ Ll WM,�3 I I I co III LST - ST=ST=ST=ST=ST �'IPASS OiNE' r :: '--t I' r GA�'J uLL0 GAS-G'G ASASFGAS GgS�u 2 sr°v' IM t u)� fM ��Fi _Wt I ccb ;�C" Lu ITr .' ui 6 i W¢ �m W r U) -U) j��'Q TIO IYA" W U) -Q I co -- I sS=SS—SSS ss—SS--§S—SS—SS—SS 1 0 11 Q i I �I Ir-==-=____________--� IT �m + -i» GAS' i v5 cn- W¢ I N .•r` � W.0 rn C7 4 ST—ST— � -�� iN' IM, � ST—ST—ST—ST ST— � y _ST,�ST�ST' ST F 'WI LL ` y°� �I i¢ -ST—QST—STJ /y2' I W O � o Im co J J aJ , <�Gti I WN O ' OW �h I LL W¢ M ILL Imo; • , co�� Io w- I co N `O F - LL - rw_, --w— —w— —w— —w— —w— —w --LL ——WOW 1--ww—w—WI `<0,? �I I ILL N oLLOLLoOLL?*T- T�—NISN 1. S- , IScn ui WuC^n ~ �T If �S '- I01 I I � l CO I Im 1 ——W—W—W—Wn-W—W—w W uj O =FO=O=E A.2 SS— SS=SS=SS=SS=SS—SS—SS �wr FOFOF0F0=EF0=EE =FOFO=� I —SS—SS—SS—S—SS—SS—SS—SS—SS—SS—SS _SS I^ SITE PLAN 15.U)- A.4 SITE PLAN ENLARGED M, A.5 ELEVATIONS ST—Som, -1 a LT—ST—ST—ST—ST—S i - -u), m r SS SS S S SS SS— — S S � .c �� � SS— ¢ SS- 35 'SS - _ . _.. .�r� A.6 SITE DETAILS w—w M 3t 11 171" - - r 000000 it r. l b E r n E — E E — E—E E— - E ,E . _r - ' E• w �A r v> cn_„ GF,� GAS rn 00000 a IM ELEVATIONS - COLOR `rn PROPO � D =cqs_ - � �� 4,961 �' G SFS u. AS GAS=GAS':GAS, GAS=GAS=GAS=GASWGAS Q ' j I " ' � "' ' -,' -. , ; '; ' ' - „ ' - ". ° •-.' , ' ' -GAS= ; _ _ GAS GAS`S AS -GAS,GAS GAS' -GAS== A GASZGAS GAS GAS G/I� Q GAS -GAS GAS GAS GAS GAS -GAS GAS GAS GAS GqS G E .E:4.E-�+E�E-� E�'-� *�=-E. �E W 1.7 - ' ", ,, ` Vlr 4 ASGgS GAS GAS -GAS GAS GA 'GAS GAS I UTILITY / CIVIL SITE PLAN „A,�,qs GE,g`�;gE`.GA�E;gS GAS GAS GAS GA's¢ y C.3 SITE GRADING & DRAINAGE PLAN ¢ H 9co I I Q o II F - co ------------------ SITE MAP SCALE: NTS CIVIL ENGINEERS 3 CONSULTING ENGINEERS 1415 PARK AVE WEST DENVER, CO 80205 (720) 810-5714 BP@3CONSULTINGENGINEERS.COM ATTN: BRUCE PACHIKARA SHEET NUMBER PLANNING A.1 SHEET NAME COVER SHEET SHEET INDEX CURRENT CURRENT REVISION CURRENT REVISION REVISION DATE DESCRIPTION A.2 EXISTING CONDITION PLAN A.3 SITE PLAN A.4 SITE PLAN ENLARGED A.5 ELEVATIONS A.6 SITE DETAILS A.7 SITE DETAILS A.8 ELEVATIONS - COLOR CA CIVIL COVER SHEET C.2 UTILITY / CIVIL SITE PLAN C.3 SITE GRADING & DRAINAGE PLAN A R C H I T F C T U R E ARCHITECTURE • PLANNING • DEVELOPMENT JAMES TROY KIRSCHMAN 383 INVERNESS PKWY, STE 175 ENGLEWOOD, CO 80112 (720) 773-2800 COPYRIGHT NOTICE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. ST ST ST ST ST ST ST ST ST ST ST ST ST ST RANDY PAPE BELTLINE —- ---- -- --- -- T] 577 - / S8i�3'46 E N32°56 1 90 / ✓ — _8.87' I �r/SIJ I T ELEC LINE ABANDONED PER 1987 SURVEY PER 27852 ELEC I TRANSFOR E� PL S AD SITE B 4P,478 SQ FT .1 ACRES III I I I I I III I I \ m IIII �—� I III I II II II I 194 4.j — I I LE HAPPY'S CAR WASH - SPRINGFIELD 3358 GATEWAY STREET, SPRINGFIELD, OR ST ST- ST ST ST ST ST ST ST ST ST — -- - ST ST ST ST ST— LANDSCAPI AREA _ _ w- O L FO FO FO FO E ; E EF _ — _ _ _ _ I LL / FO F --FO EFOEFO.-E _ F0=—FOF0--=—FO!:m SS SS_ SS SS SS SS / SNARED DRI V�j �4Y F E FO' ST 3� / ss ss SS S' s��ss --- s ss— ss --mss ss Ss �S� ss sS 5� I W -- m // LEASE LINE /� — - - -- — �� \ W m ` IGAS .m I V PROPERTY LINE�Q�' I Q I \ \ U) IIS I PAD SITE A v — v 65,884 SQ FT v _ vI co Q � I \ 1.51 ACRES SS SS t <=sS SS—SS \ —w w w w U)w wlU I 10' EASEMENT FOR SANITARY SEWER TO CITY OF I I I v, SPRINGFIELD ��1 m I cis ___ _ _ _ _ _ I I r" — — ' / / 10'X200' EASEMENT TO PACIFIC SpA POWER D —GAS GAS / I I U)I �\ I cn GAS GAS GA \ m =\ \ — — — — S GAS—GAS GAS GAS7__'GAS— AS J I I FI \ _ — — — — — — _ _ _ �/ / GAS GAS GAS GAS —GAS- — GAS" GAS�GAS GAS GAS GAS— - -GAS GAS ASI GA! � � \ \ 3Q I TRANSFORMER O AS GAS GAS GAS GAS—GAS GAS GAS GAS GAS g g pE — — v ON PL II ELEC GAS—GAS GAS GAS GAS -=GAS-- GAS GAS GAS GAS GqS E IGAS TRANSFORMGAS —GAS GAS�GA3 GAS—GAS GAS GAS ER r �� / ------------- ONPIL ❑ ---- - - -------- I ISI Q 247 GENERAL NOTES 1. THIS SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT. A 5 -YEAR TIME OF TRAVEL ZONE (TOTZ) TO DRINKING WATER WELLHEAD HAS BEEN DETERMINED FOR THIS SITE. DISPOSAL OF HAZARDOUS MATERIALS IS ANTICIPATED TO BE SIMILAR TO THOSE PRACTICES AT THE CHICK-FIL-A (CFA) PAD SITE. HAPPY CAR WASH USES CLEANING, SANITIZING THAT ARE EPA -REGISTERED PRODUCTS. CLEANING SOLVENTS, DEGREASERS AND OTHER CLEANING CHEMICALS ARE DISPOSED OF IN ACCORDANCE WITH THE MANUFACTURER'S LABEL, SAFETY DATA SHEETS, AND LOCAL, STATE AND FEDERAL REGULATIONS. THROUGH DAILY USE, CLEANING CHEMICALS ARE DISPOSED OF IN THE SANITARY SEWER IN DILUTED FORMS. SHOULD BULK CONTAINERS NEED TO BE DISPOSED OF, THE CONTAINERS WILL BE TAKEN TO A PERMITTED LOCAL HAZARDOUS WASTE RECYCLING FACILITY. 3. ALL DEMOLITION WORK TO BE PERFORMED UNDER A SEPARATE PERMIT. PREVIOUS DEMOLITION REMOVED EXISTING HOTEL AND RESTUARANT. ANY REMAINING DEMOLITION IS EXPECTED TO BE MINIMAL INCLUDING PAVING AND MONUMENT SIGNAGE REMAINING. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE REMOVAL OF ANY UNDERGROUND STRUCTURES AND ANY ASSOCIATED STRUCTURES ENCOUNTERED DURING EXCAVATION OR CONTRUCTION. 5. THE CFA PAD SITE IS AHEAD OF HAPPY'S CAR WASH IN THE REVIEW PROCESS AND IS THE LEAD DEVELOPER OF THIS SITE. SHARED SITE WORK IS EXPECTED TO BE COMPLETED BY THE TIME CONSTRUCTION BEINGS FOR HAPPY'S PAD SITE INCLUDING ANY SHARED UTILITIES AND CONNECTIONS TO SERVICES IN GATEWAY STREET. LINE LEGEND -- PROPERTY SITE LINE HW HW HOT WATER LINE - - - - - - - - - PROPERTY EASEMENT —OHE OHE OVERHEAD ELECTRIC LINE PROPERTY BUFFER Ss Ss SANITARY LINE ----------- PROPERTY SETBACK —ST—ST—STORM LINE —E—E— ELECTRIC LINE T T TELEPHONE LINE —FIRE FIRE— FIRE LINE w w WATER LINE —GAS As— GAS LINE —X —X— FENCE SYMBOL LEGEND ADA RAMP ADA SYMBOL ® AUTO CASHIER ISLAND 7 CANOPY CANISTER VACUUM ISLAND 4 CROSSWALK DROP ARM BARRIER ELECTRIC VEHICLE SYMBOL FIRE HYDRANT ISLAND PAYSTATION MENU SIGN PARKING SPACE sl rn PAYSTATION LANE O PIPE BIKE RACK PIPE BOLLARD o UNDERGROUND TANK ® SANITARY MAN HOLE STREET LAMP ❑T TRANSFORMER TRASH ENCLOSURE VACUUM ENCLOSURE VACUUM PRODUCER VACUUM STANCHION t WITH CANOPY ® WATER METER ® WHEEL STOP DATE: 01/25/2024 SCALE: 1" = 30'-0" DRAWN BY: YG CHECKED BY: PEW HOVER A R C H I T E C T U R E 383 INVERNESS PKWY, STE 175 ENGLEW OOD, CO 80112 (720)773-2800 C O P Y R I G H T NO T I C E THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. PROJECT NUMBER 230022.00 SHEET A.2 EXISTING CONDITION PLAN i 1 " = 30'-0" HAPPY'S CAR WASH - SPRINGFIELD 3358 GATEWAY STREET, SPRINGFIELD, OR RANDY PAPE BELTLINE - r --- I ----- -------------------------- II -- ----- ------------------------------------ ------------ --------------- __-___--------- N�Q=41 LL I I I � II I I I I ill � �♦ 11 I I i II I I I co ❑ I I w U I 1 U I I I � I � w I � I I I cf. ❑STS ST--- ST ----ST -- -� k:D I I 1 � \1-- STST ST ST � ------------- _ ----w 3 I z B`PPASS-LANE- — ' -E \-------- i -GAS❑ w0 E F0 E FO—�-E S� E GAS\AS—GAS�GASr—GAS c � � II I 1 1 I I I I 1 I I I i PROPERTY LINE 1 UME -PROP mw ,,.EASE WNE W PAD SITE B 497478 SQ FT 1.14 ACRES TOTAL LOT 194,822 SQ FT 4.47 ACRES LEASE LINE FOR EXISTING ADJACENT BUSINESS I f I I CFA PAD SITE 79,460 SQ FT 1.82 ACRES I I I I N I I 1 I�ln Z_ST 11 ST—ST—ST —ST - 0 O O O '01'33 I 49.61' ST i----------L--—� -- ❑E — F — W W _ w ___EfXI_S-flNG13-JSikES ACiESS�DR�E W �I N -�F E- - E- - E- - E- - F- _ w -V' m ❑ rn A�AILABLEF�,REAFCJ��--Fo FO FO EFO E FO E FO E -f-F-_-F - -E - -E - - - -G_ - WATER RETENTION ° FO Fo Fo E SS SS - SS SS C� to FO n -,�-- -=-= - SS SS Sr0 F01 -SS SS Sg SS SS� I C mf, V ❑ ' ' �%_- - 'w." - w,- - y ' SS SS SS SS SS gS ` -- �- 0 i _ _ = PAD SITE A�sT ST ST sT-ST 65,884 SQ FT ❑ sr - ��>,- ws �— ❑� ,m, `; SS SS SS SS SS SS— SS'; ;I� '-_'SS 1.51 ACRES I -, = o -'N, • �W W W w WW �� _ -_ _ - d _ _ _- _ ® ® 3 -m; T o - ❑ w ®®'. �. GAS. GAS _ ❑ ` 4,! 61 SF da I_:'•; Q �r GAS GAS— GAS 'GAS GAS, GAS' GA ❑" - - - - - - - - - - - - - - -- S-- =GAS - - - - - - - - - - - - - - - - - GAS GA:: GAS -GAS G - AS GAS GAS— - 1 71 - -GAS -GAS—GAS—GAS—GAS— GAS GAS D GA S GA E - - - S co ASHG •, • ,• `, � , � • : - - • E� - - - - _ - AS� E• E- EXISTING BUSINESS ACCESS GAS GAS GAS -',GASB. •GAS.,•",.;GAS• GAS . " 'GASB= GAS • E ,E :' < Ems= w=E S DRIVE w GAS, GAS --GAS'. GAS GAS',-•GAS�YGAST"=_&T : GAS- - ❑'. -GAS AVAILABLE AREA FOR_co- - -- - T I WATER RETENTION I I co I (7 I L ------------------------------------------------------------ -- _--_---_--_ -- --- -- -- -- --------------------------------- - N I I I I LEGEND 4Lu 10 HW cn � a OVERHEAD ELECTRIC LINE I ss o I � I I, O LL ❑ E E ELECTRIC LINE N I �1 v I w J ai 1 a ' O LL -v'i LL X I FENCE 1 ai I � � I ,lLL AS- 3:Q I cn � 1 i----------L--—� -- ❑E — F — W W _ w ___EfXI_S-flNG13-JSikES ACiESS�DR�E W �I N -�F E- - E- - E- - E- - F- _ w -V' m ❑ rn A�AILABLEF�,REAFCJ��--Fo FO FO EFO E FO E FO E -f-F-_-F - -E - -E - - - -G_ - WATER RETENTION ° FO Fo Fo E SS SS - SS SS C� to FO n -,�-- -=-= - SS SS Sr0 F01 -SS SS Sg SS SS� I C mf, V ❑ ' ' �%_- - 'w." - w,- - y ' SS SS SS SS SS gS ` -- �- 0 i _ _ = PAD SITE A�sT ST ST sT-ST 65,884 SQ FT ❑ sr - ��>,- ws �— ❑� ,m, `; SS SS SS SS SS SS— SS'; ;I� '-_'SS 1.51 ACRES I -, = o -'N, • �W W W w WW �� _ -_ _ - d _ _ _- _ ® ® 3 -m; T o - ❑ w ®®'. �. GAS. GAS _ ❑ ` 4,! 61 SF da I_:'•; Q �r GAS GAS— GAS 'GAS GAS, GAS' GA ❑" - - - - - - - - - - - - - - -- S-- =GAS - - - - - - - - - - - - - - - - - GAS GA:: GAS -GAS G - AS GAS GAS— - 1 71 - -GAS -GAS—GAS—GAS—GAS— GAS GAS D GA S GA E - - - S co ASHG •, • ,• `, � , � • : - - • E� - - - - _ - AS� E• E- EXISTING BUSINESS ACCESS GAS GAS GAS -',GASB. •GAS.,•",.;GAS• GAS . " 'GASB= GAS • E ,E :' < Ems= w=E S DRIVE w GAS, GAS --GAS'. GAS GAS',-•GAS�YGAST"=_&T : GAS- - ❑'. -GAS AVAILABLE AREA FOR_co- - -- - T I WATER RETENTION I I co I (7 I L ------------------------------------------------------------ -- _--_---_--_ -- --- -- -- -- --------------------------------- - N I I I I LINE LEGEND c 10 HW II � a OVERHEAD ELECTRIC LINE — — — PROPERTY BUFFER ss o Iw ----------- PROPERTY SETBACK ST ST ai E E ELECTRIC LINE T 0 TELEPHONE LINE f1 w J w__W_WATER LL 3 �I LINE LEGEND -- PROPERTY SITE LINE HW HW HOT WATER LINE _-- - - - - -_ PROPERTY EASEMENT -OHE OHE- OVERHEAD ELECTRIC LINE — — — PROPERTY BUFFER ss ss SANITARY LINE ----------- PROPERTY SETBACK ST ST STORM LINE E E ELECTRIC LINE T T TELEPHONE LINE -FIRE FIRE- FIRE LINE w__W_WATER LINE -GAS GAS- GAS LINE X X FENCE SYMBOL LEGEND ❑ ADA RAMP I ADA SYMBOL ® AUTO CASHIER ISLAND ❑ CANOPY Re CANISTER VACUUM ISLAND CROSSWALK DROP ARM BARRIER FoRl ELECTRIC VEHICLE SYMBOL • FIRE HYDRANT ISLAND PAYSTATION MENU SIGN PARKING SPACE PAYSTATION LANE PIPE BIKE RACK PIPE BOLLARD UNDERGROUND TANK ® SANITARY MAN HOLE ;. STREET LAMP T TRANSFORMER ,❑,` TRASH ENCLOSURE VACUUM ENCLOSURE VACUUM PRODUCER VACUUM STANCHION WITH CANOPY ® WATER METER ® WHEEL STOP DATE: 01/25/2024 SCALE: 1" = 30'-0" DRAWN BY: JAL CHECKED BY: PEW OVER A R C H I T E C T U R E 383 INVERNESS PKWY, STE 175 ENGLEW OOD, CO 80112 (720)773-2800 C O P Y R I G H T N O T I C E THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HOVER ARCHITECTURE AND MAY NOT BE DUPLICATED DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. PROJECT NUMBER 230022.00 SHEET A.3 SITE PLAN HAPPY'S CAR WASH - SPRINGFIELD 3358 GATEWAY STREET, SPRINGFIELD, OR w w w w 1 w w w w w E-- - 16'-0" 16 -0' FO FO E E --7-E- -4 - , 16'-0" FO E E _E - - - - - - 71'-6" _ EXISTIN INtg&ACCESS DRIVE -F° E E - - E- - -==E - - - m 5'-0" 5'-0" - 28' 15'-0" FO F E - - - - - - -- -- � O O FO FO E = 32.906 _ - _ . '' - _ s SS S ----------------- O 192'-9 1/2., FO S ----- SS SS S FC. s s -SS 10'-3 1/2" 13'-6„ ss ss -- - -- -- -- - --- -- -_--- - - --- -- -- 32.810 s c� ss s { - - s l-° 00 - s _ O f: - - -- - --- - - - - - - - - - - - - - - - - - - - - - - - - - .- - C-, - - - A 0 O O „ - b- 1 - • 1 - - - 2' 0 32.810 = 03.151 43.110 " - P q 32.220 T_ ST sT 43.111 N 1 32.900 32.906 ST „.- 32.904 - 45- 011 - 7'-6" 13'-8„ • .- -.-. �, � � - p ':� 32.700_- 11'-6" 16'-0" 1 6) ss r - - 32.906 p� ;•''m_, `_' :`; _ I _- 19-10' 15'-0" 15'-3 1/2„ N L --SSS-�-mss-ATO ss s� ss `L W 32.902 32.901 --- - - 144'-0„_ - - - L - J Ss SS ss ss 0 32.907 3 n 21'-31/2" 14'-0" r J - 32.902 O a ' _ °' - A.7 43.103 w w ' -w w w 4 - O o b 4 O P,1 0 1 - 43.114 5'-0 5 - - o I A.6 N o rn S O m O - 0 5 rn ,A I'. „ 2 O,. I 12 -0 00 _ o Pa �-., � O o �- a P - _ � -- - _ _ _ - d - - - cel • - o Zco a - P O - - - - - Pd - - - - N P� o. �J - - - E E 0 E . E ° r 2. - \ - - - - -- 3 908 -- O E=a ® b- „ a a < a °a - - - - 32.905E \ E P d a - - E ' E O d - - - - 03.130 _ a c - 43.107 _ - - 9 - W 0 fn . „ - GAS GAS P - CD - a� O „ , 0 1/ 16 80 - 32.810 N _ 1_ 32.810 = 03.130- -- - - S - - -- --- - -- -- -- -- - --- -- - - - - ^ftp - - -- --- -- - - -- - -- - - - - - �° ° °-4 ,`- -. - -` - -- - --- - - - - -- S q - S - -- - - - -GAS, -ui - - - - -- G G A- G f, � 3 0 -- G - - A <v ' - S •-G S G AS GAS , G IP � - -GAS- S' •GAS - GAS 3 1 GA 1 s` o - .E -- - AS , GA _ �,,� � i w w, d� ,,„w ,w w „-w • w.,�','w';.'.,*i%;;'•< '' .'y,,: -:�, w ,-,w,;,,',rw.,,,,_.�_ ''y„: ,;i,,. +�, o � v.-„� ��' w� �,�... S GAS GAS - w, ': ��''' �� - ��� ' , �• ;-`- - -- GAS GA S 4S E O G AS E, G - W A S E� E _ X S i T N G � E U SI O N S G S �- A - C A C S = E E , S`. S , DRIVE V E E - S. A .G G A G cn A S- - E_ S GA GA� S" AS f - S E. GAS' E G - Al S 1 GAS 'GAS T ,w - � - GAS'----�--r-GA S �-GAS� .¢ - �GAS GA i GAS 5 0 2 _ - � 00 E O - _ S M - -_ - - - 'EASEMENT E - - - - - - - - - - - -`�.- - - - - - SMT - - - - - - - - - - co Q N Q N m N LINE LEGEND -- PROPERTY SITE LINE KEYNOTES VALUE KEYNOTE TEXT 03.130 CONCRETE CURB, RE: CIVIL 03.151 4" CONCRETE SIDEWALK, RE: STRUCTURAL. 22.120 PREFABRICATED TRENCH DRAIN, SLOPE FLOOR TO DRAIN, RE: PLUMBING. 32.210 CONCRETE PAVING, RE: CIVIL. 32.220 ASPHALT PAVING, RE: CIVIL. 32.700 MANHOLE, RE: CIVIL. 32.810 GRASSY AREA, RE: LANDSCAPE PLANS. 32.900 PARKING 32.901 ACCESSIBLE PARKING AISLE 32.902 ACCESSIBLE PARKING STALL 32.904 LANE DIVISION STRIPING 32.905 CROSS WALK STRIPING 32.906 DIRECTIONAL DRIVE ARROWS 32.907 PRECAST CONC. WHEELSTOP 32.908 TRUNCATED DOME TACTILE WARNING TILE 43.103 VACUUM STANCHION, REFER TO EQUIPMENT CUT SHEETS. 43.106 TRASH ENCLOSURE, REFER TO SITE DETAILS ON Al -2. 43.107 PAY STATION, REFER TO EQUIPMENT CUT SHEETS. 43.108 BIKE RACK @ INTERIOR OF EQUIPMENT ROOM FOR EMPLOYEES ONLY 43.110 CAR WASH RECLAIM TANK, RE: EQUIPMENT. 43.111 SAND OIL INTERCEPTOR, RE: EQUIPMENT. 43.114 VACUUM PRODUCER, RE: EQUIPMENT. LINE LEGEND -- PROPERTY SITE LINE Hw Hw HOT WATER LINE - - - - - - - - - PROPERTY EASEMENT OHE OHE OVERHEAD ELECTRIC LINE - - PROPERTY BUFFER ss ss SANITARY LINE ----------- PROPERTY SETBACK -S-1---ST- R0 STORM LINE E E ELECTRIC LINE _T_T_ TELEPHONE LINE -FIRE FIRE FIRE LINE -W-W- DROP ARM BARRIER WATER LINE -GAS-GAS-GAS LINE -X-X- FIRE HYDRANT FENCE SYMBOL LEGEND O ADA RAMP I ADA SYMBOL ® AUTO CASHIER ISLAND 7 CANOPY CANISTER VACUUM ISLAND R0 fl0 fl l0 CROSSWALK DROP ARM BARRIER ELECTRIC VEHICLE SYMBOL • FIRE HYDRANT ISLAND PAYSTATION MENU SIGN PARKING SPACE PAYSTATION LANE O PIPE BIKE RACK PIPE BOLLARD OUNDERGROUND TANK ® SANITARY MAN HOLE STREET LAMP OT TRANSFORMER ` TRASH ENCLOSURE VACUUM ENCLOSURE VACUUM PRODUCER VACUUM STANCHION WITH CANOPY ® WATER METER ® WHEEL STOP DATE: 01/25/2024 SCALE: As indicated DRAWN BY: JAL CHECKED BY: PEW OVER A R C H I T E C T U R E 383 INVERNESS PKWY, STE 175 ENGLEW OOD, CO 80112 (720)773-2800 C O P Y R I G H T NO T I C E THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. PROJECT NUMBER 230022.00 SHEET A.4 SITE PLAN ENLARGED i WALL SIDING, PANELIZED, WS -2 8" NOMINAL SPLIT FACED CMU; CMU -2, RE: STRUCTURAL PRE -FINISHED METAL COPIN T.O. TOWER 1. EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 EXTERIOR INSULATING FINISH o 0 0 SYSTEM, EIFS-1 Lk T.O. WALL 2 T.O. WALL 1 EXPOSED CMU FINISH, PAINT EPT-3 E9 EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 FLOOR 1 0" 1/8" = 1'-0" WALL SIDING, PANELIZED, WS -2 EXTERIOR BUSINESS BY OWNER T.O. TOWER 28'-0" EXTERIOR INSULATIN SYSTEM, EIFS-2 EXTERIOR INSULATIN SYSTEM, EIFS-3 Ljk T.O. WALL 2 — _ 18'-0" T.O. WALL 1 WT 15'-4" PRE -FINISHED METAL DOWNSPOUT, MTL-1 EXTERIOR INSULATIN SYSTEM, EIFS-1 EXTERIOR INSULATIN SYSTEM, EIFS-2 jkl FLOOR 1 v 0" EXTERIOR ALUMINUM STOREFRONT WINDO SYSTEM WITH 1" INSL GLASS, SF -1 1/8" = 1'-0" HAPPY'S CAR WASH - SPRINGFIELD EXTERIOR BUSINESS SIGNAGE BY OWNER EXTERIOR INSULATING FINISH SYSTEM, EIFS-3 PRE -FINISHED METAL COILING DOOR, PAINT TO MATCH EPT-3. "RE -FINISHED METAL COPING VALL SIDING, PANELIZED, VS -2 XTERIOR BUSINESS SIGNAGE 3Y OWNER 'RE -FINISHED METAL LASHING. TO MATCH ROOF 'ANEL, EPT-2 VALL SIDING, PANELIZED, 1/S-3 'RE -FINISHED METAL TRELLIS, 'AINT TO MATCH EPT-4 'RE -FINISHED METAL )OWNSPOUT, MTL-1 I" NOMINAL SPLIT FACED CMU; ;MU -2, RE: STRUCTURAL 'RE -FINISHED METAL COILING JOOR, PAINT TO MATCH EPT-3. 3358 GATEWAY STREET, SPRINGFIELD, OR PRE -FINISHED METAL DOWNSPOUT, MTL-1 PRE -FINISHED METAL OVERFLOW SCUPPER, MTL-1 EXTERIOR WALL PACK, RE: ELECTRICAL. PRE -FINISHED METAL COP'n" WALL SIDING, PANELIZED WS -2 EXTERIOR BUSINESS SIGP BY OWNER jk T.O. TOWER 28'-0" PRE -FINISHED METAL FLASHING. TO MATCH ROS PANEL, EPT-2 WALL SIDING, PANELIZED, WS -3 LA T.O. WALL 2 18'-0" LA T.O. WALL 1 15'-4" 8" NOMINAL SMOOTH FAC CMU; CMU -1, RE: STRUCTI 8" NOMINAL SPLIT FACED CMU -2, RE: STRUCTURAL FLOOR 1 V 0,. 1/8" = 1'-0" 8" NOMINAL SPLIT FACED CMU; CMU -2, RE: STRUCTURAL 8" NOMINAL SMOOTH FACED CMU; CMU -1, RE: STRUCTURAL PRE -FINISHED METAL COPING EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 EXTERIOR INSULATING FINISH / SYSTEM, EIFS-1 EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 EXTERIOR ALUMINUM STOREFRONT WINDOW SYSTEM WITH 1" INSULATED GLASS, SF -1 XTERIOR BUSINESS SIGNAGE 3Y OWNER XTERIOR INSULATING FINISH )YSTEM, EIFS-2 XTERIOR INSULATING FINISH )YSTEM, EIFS-1 'RE -FINISHED METAL COPING XTERIOR INSULATING FINISH 'YSTEM, EIFS-3 'RE -FINISHED METAL )OWNSPOUT, MTL-1 MERGENCY WALL SCONCE IGHT, RE: ELECTRICAL. XTERIOR WALL PACK, RE: LECTRICAL. XTERIOR INSULATING FINISH SYSTEM. EIFS-2 WALL SIDING, PANELIZED, WS -2 8" NOMINAL SPLIT FACED CMU; CMU -2, RE: STRUCTURAL PRE -FINISHED METAL FLASHING. TO MATCH ROOF PANEL, EPT-2 T.O. TOWE 28'-0" WALL SIDING, PANELIZED, WS -3 EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 EXTERIOR INSULATING FINISH SYSTEM, EIFS-1 EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 8" NOMINAL SMOOTH FACED CMU; CMU -1, RE: STRUCTURAL EXTERIOR FINISH SCHEDULE MARK DESCRIPTION MFR MODEUCOLOR REMARKS MISC EPT-1 EXTERIOR PAINT SHERWIN PANTONE NAVY 7463C CUSTOM MANUAL WILLIAMS MATCH EPT-2 EXTERIOR PAINT BEHR EXOTIC BLOSSOM P240-6 EPT-3 EXTERIOR PAINT SHERWIN SW 9556 INTREPID GREY WILLIAMS EPT-4 EXTERIOR PAINT SHERWIN SW 9554 GOING GREY WILLIAMS MTL-1 METAL PANEL MBCI SLATE GRAY SF -1 STOREFRONT ASSEMBLY KAWNEER 451T, ALUMINUM STOREFRONT WITH CLEAR FRAMING, ANODIZED CLEAR INSULATED GLASS SF -2 STOREFRONT ASSEMBLY KAWNEER 451T, ALUMINUM STOREFRONT WITH SPANDREL i. PRE -FINISHED METAL COP'n" WALL SIDING, PANELIZED WS -2 EXTERIOR BUSINESS SIGP BY OWNER jk T.O. TOWER 28'-0" PRE -FINISHED METAL FLASHING. TO MATCH ROS PANEL, EPT-2 WALL SIDING, PANELIZED, WS -3 LA T.O. WALL 2 18'-0" LA T.O. WALL 1 15'-4" 8" NOMINAL SMOOTH FAC CMU; CMU -1, RE: STRUCTI 8" NOMINAL SPLIT FACED CMU -2, RE: STRUCTURAL FLOOR 1 V 0,. 1/8" = 1'-0" 8" NOMINAL SPLIT FACED CMU; CMU -2, RE: STRUCTURAL 8" NOMINAL SMOOTH FACED CMU; CMU -1, RE: STRUCTURAL PRE -FINISHED METAL COPING EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 EXTERIOR INSULATING FINISH / SYSTEM, EIFS-1 EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 EXTERIOR ALUMINUM STOREFRONT WINDOW SYSTEM WITH 1" INSULATED GLASS, SF -1 XTERIOR BUSINESS SIGNAGE 3Y OWNER XTERIOR INSULATING FINISH )YSTEM, EIFS-2 XTERIOR INSULATING FINISH )YSTEM, EIFS-1 'RE -FINISHED METAL COPING XTERIOR INSULATING FINISH 'YSTEM, EIFS-3 'RE -FINISHED METAL )OWNSPOUT, MTL-1 MERGENCY WALL SCONCE IGHT, RE: ELECTRICAL. XTERIOR WALL PACK, RE: LECTRICAL. XTERIOR INSULATING FINISH SYSTEM. EIFS-2 WALL SIDING, PANELIZED, WS -2 8" NOMINAL SPLIT FACED CMU; CMU -2, RE: STRUCTURAL PRE -FINISHED METAL FLASHING. TO MATCH ROOF PANEL, EPT-2 T.O. TOWE 28'-0" WALL SIDING, PANELIZED, WS -3 EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 EXTERIOR INSULATING FINISH SYSTEM, EIFS-1 EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 8" NOMINAL SMOOTH FACED CMU; CMU -1, RE: STRUCTURAL EXTERIOR FINISH SCHEDULE MARK DESCRIPTION MFR MODEUCOLOR REMARKS MISC EPT-1 EXTERIOR PAINT SHERWIN PANTONE NAVY 7463C CUSTOM MANUAL WILLIAMS MATCH EPT-2 EXTERIOR PAINT BEHR EXOTIC BLOSSOM P240-6 EPT-3 EXTERIOR PAINT SHERWIN SW 9556 INTREPID GREY WILLIAMS EPT-4 EXTERIOR PAINT SHERWIN SW 9554 GOING GREY WILLIAMS MTL-1 METAL PANEL MBCI SLATE GRAY SF -1 STOREFRONT ASSEMBLY KAWNEER 451T, ALUMINUM STOREFRONT WITH CLEAR FRAMING, ANODIZED CLEAR INSULATED GLASS SF -2 STOREFRONT ASSEMBLY KAWNEER 451T, ALUMINUM STOREFRONT WITH SPANDREL FRAMING, ANODIZED CLEAR PANEL ROOF R-1 ROOF MEMBRANE FIRESTONE 60 MIL MECH ATTACHED FLAT ROOF AND CRICKETS WALL CMU -1 CONCRETE MASONRY UNITS BEST BLOCK SMOOTH FACED 8X8X16 #97 CLASSIC WHITE CMU -2 CONCRETE MASONRY UNITS BEST BLOCK SPLIT FACED 8X8X16, #838 CHARCOAL GREY EIFS-1 EXTERIOR INSUALTION FINISH DRYVIT SANDBLAST FINISH, PAINTED SYSTEM EPT-3 EIFS-2 EXTERIOR INSUALTION FINISH DRYVIT SANDPEBBLE FINISH, PAINTED SYSTEM EPT-4 EIFS-3 EXTERIOR INSUALTION FINISH DRYVIT SANDBLAST FINISH, PAINTED EPT SYSTEM -1 WS -2 WALL SIDING JAMES HARDIE ARCHITECTURAL COLLECTION PANELIZED FIBER FINE SAND, PAINTED EPT -1 CEMENT BOARD WS -3 WALL SIDING JAMES HARDIE ARCHITECTURAL COLLECTION PANELIZED FIBER FINE SAND, PAINTED EPT -2 ICEMENTBOARD DATE: 01/25/2024 SCALE: 1/8" = 1'-0" DRAWN BY: JDE CHECKED BY: PEW HOVER A R C H I T E C T U R E 383 INVERNESS PKWY, STE 175 ENGLEW OOD, CO 80112 (720)773-2800 C O P Y R I G H T N O T I C E THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. PROJECT NUMBER 230022.00 SHEET A.5 ELEVATIONS HAPPY'S CAR WASH - SPRINGFIELD 3358 GATEWAY STREET, SPRINGFIELD, OR 14'-8" DATE: 01/25/2024 14'-0" SCALE: As indicated 10'-2" 1/4" CAP PLATES TYPICAL 6" DIAMETER X 4' HIGH STANDING SEAM METAL 1' - 6" 5' - 2" 5' - 2" 1' - 6" AND GRIND SMOOTH CONCRETE -FILLED PIPE ROOF BOLLARD. (TYP. OF 5) 6" DIA. PAINTED STEEL PIPE STANDING SEAM METAL 00 x 6'-0" FILL W/ CONCRETE C CHANNEL FASCIA ROOF CHECKED BY: PEW CL RANCE REQUIREMEN J 77777777 -- PAINTED TO MATCH MTL-1, 11 N o ` Al -3 DOWNSPOUT 0 8" SMOOTH FACE CMU; o SIGN BY OWNER bo CMU -1 OVER 6" REINFORCED 8" SMOOTH FACE CMU; �� 4" X 4" STEEL TUBE PAINT ti CONCRETE WITH #4S CMU -1 BLACK M +1" A R C H I T E C T U R E AT 12" OC EACH WAY FOUR 3/4" DIA. ANCHOR 10'-0" 8" SPLIT FACE CMU; BOLTS �- 1-° bo cv CMU - 2 383 INVERNESS PKWY, STE 175 FINISH GRADE °a 9 IN io ENGLEWOOD-2800 12 (720)773-2800 SINGLE FLOOR DRAIN W/ ASPHALTIC PAINT PRIOR 8' 8-8" 8" TO SETTING IN CONCRETE .-. o0 ROUTED BACK TO - 4X10X16 NOM. SOLID CMU :..- CV C E WELD PER STRUCTURAL 2 - 10" #5 BARS WELDED _ = THESE PLANS NSARREANIC'NSTRIU ENT OF3EROVICEANDARE — - _ = I 1 DRAWINGS SANITARY, _ TO SIDE OF PIPE 12' - $" 4" X 4" X 1/4 STEEL POST WALL CAP WITHBUILDING THE PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE Q a 16" DIA x 3'-6" DEEP * EMBEDDED 2'-0" MIN. IN b WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. LL CONCRETE BASE TO CONCRETE _ RE: PLUMBING I I CONCRETE FOUNDATION CHAMFERED EDGES NOTE: PAINT ALL EXPOSED STEEL FOOTING. WELD PLATE 1 3/4" X 1 3/4" X 1/4" STEEL oc V-011 ` ON TOP, MAKE WATER- ANGLE FRAMING. PAINT PROJECT NUMBER w TIGHT AND PAINT EPT - 3 EPT - 3 230022.00 CLEARANCE BAR 9 PIPE BOLLARD 6 TRASH ENCLOSURE REAR ELEVATION - CMU 3 TRASH ENCLOSURE SIDE ELEVATION - CMU 1/4" = 1'-0" A.6 1/2" = 1'-0" A.6 1/4" = 1'-0" A.6 1/4" = V-0" APPLY 2 COATS OF 8" KNOCK -OUT, 10'-0" SHEET REINFORCED A-6 00 SITE DETAILS WATERPROOFING REINFORCED BOND BEAM CONCRETE SLAB -ON- _ w COATING TO ALL ri 0 SOLID CMU WALL CAP GRADE EXPOSED CMU AND A.6 WITH CHAMFERED, a + - � � � CMU GROUT JOINTS EDGES 4" 4" X 4" X 1/4" STEEL POST HORIZONTAL REINFORCING CMU WALL, RE: ELEV. TRASH TRASH EMBEDDED 2'-0" MIN. IN TO 8" GROUND FACE eo w CONTAINER (BY OWNER) CONTAINER (BY OWNER) 2" CONCRETE FOOTING. WELD 8" CMU WITH STEEL CMU; CMU - 1 0 4" p.1 PLATE ON TOP, MAKE REINFORCING AND GROUT cn 2" 12' - 4" WATER -TIGHT AND PAINT o CONCRETE SLAB. RE: CIVIL 8" SPLIT FACE CMU; 2" 2"� CMU WITH �� 3" TRASH ENCLOSURE GATES a ° CONCRETE FOUNDATION & CMU -2 4„ 4" ` CONCAVE 3 \ TO BE 1 1/2" STEEL DECKING " REINFORCING, RE: 3'-0" TOOLED WELDED TO 1 3/4" X 1 3/4" X 7 T� . STRUCTURAL 00 iv _ JOINTS / \ 1/4" STEEL ANGLE FRAMING. �a" — - 6" DIAMETER X 4' HIGH / \ PAINT EPT - 3 -,; / o„ CONCRETE -FILLED PIPE \ a a, NOTE: GROUT SOLID ALL / BOLLARD. (TYP. OF 4) MASONRY COURSES \ 6" REINFORCED CONCRETE BELOW GRADE 3" 3" METAL PANEL GATE —APRON WITH #4S AT 12" OC 1 11 10" 11 13'-0" 10" 1 IT EACH WAY 2'-0" 4'-0" 4'-0" 10 ENCLOSURE WALL SECTION 7 EQUIPMENT ENCLOSURE REAR ELEVATION -CMU 4 EQUIPMENT ENCLOSURE PLAN - CMU 1 TRASH ENCLOSURE PLAN - CMU A.63/8" = 1'-0" A.6 1/4" = 1'-0" A.6 3/16" = V-0" A.6 1/4" = 1'-0" STANDING SEAM METAL SOLID CMU WALL CAP ROOF WITH CHAMFERED EDGES 8" SMOOTH FACE C CHANNEL FASCIA, VERTICAL REINFORCING CMU; CMU - 1 PAINTED TO MATCH MTL-1, PER STRUCTURAL 4" X 4" X 1/4" STEEL RE: STRUCT. DRAWINGS _ POST EMBEDDED 2'-0" 8" SMOOTH FACE CMU; 2" 4" 10 SOLID CMU WALL CAP WITH MIN. IN TO CONCRETE CMU -1 GROUT CELLS SOLID A.6 CHAMFERED EDGES FOOTING. WELD PLATE ON TOP, MAKE iv 4" X 4" X 1/4" STEEL POST WATER -TIGHT AND60 EMBEDDED 2'-0" MIN. IN TO PAINT EPT - 3CO _' CONCRETE FOOTING. WELD 00 WELD HINGE TO 8" GROUND FACE c : - 8" SPLIT FACE CMU; zo _ LATE ON TOP MAKE P -TIGHT AND PAINT WATER r�i POST AND GATE CMU; CMU - 1 ti CMU -2 EPT-3 a 6" DIAMETER X 4' N o co HIGH CONCRETE- _ 8" SPLIT FACE CMU; `° 8" SPLIT FACE CMU; FILLED PIPE 2' - 8" CMU -2 BOLLARD. (TYP. OF 5) ALIGN CMU - 2 z EQUIP. ENCLOSURE 1 1/4" GATE PULLS 6" DIAMETER X4' HIGH �` GATE ASSEMBLY AS 10-0 �� GATES TO BE 1 1/2" CONCRETE -FILLED PIPE Q IDENTIFIED STEEL DECKING HASP LOCK BOLLARD. (TYP. OF 5) NOTE: PAINT ALL EXPOSED STEEL WELDED TO 1 3/4" X 1 3/4" EMBED STEEL POST IN 14'-8" X 1/4" STEEL ANGLE 1/2" DIA x 24" CANE BOLT TRASH ENCLOSURE GATES CONCRETE FOUNDATION FRAMING. PAINT EPT - 3 TO BE 1 1/2" STEEL DECKING 6" DIAMETER CONCRETE- 2' DEPTH MIN. NOTE: PAINT ALL EXPOSED STEEL WELDED TO 1 3/4" X 1 3/4" X1/4" FILLED PIPE BOLLARD. STEEL ANGLE FRAMING. PAINT EPT - 3 11 TRASH ENCLOSURE GATE DETAIL -CMU $ EQUIPMENT ENCLOSURE SIDE ELEVATION -CMU 5 EQUIPMENT ENCLOSURE FRONT ELEVATION - CMU 2 TRASH ENCLOSURE FRONT ELEVATION - CMU A.6 1 1 /2" = 1'-0" A.6 1 /4" = 1'-0" A.6 1/4" = 1'-0" A.6 1/4" = V-0" DATE: 01/25/2024 14'-0" SCALE: As indicated 10'-2" 1/4" CAP PLATES TYPICAL AT ALL TUBE ENDS. BEVEL STANDING SEAM METAL DRAWN BY: YG AND GRIND SMOOTH ROOF 6" DIA. PAINTED STEEL PIPE STANDING SEAM METAL x 6'-0" FILL W/ CONCRETE C CHANNEL FASCIA ROOF CHECKED BY: PEW CL RANCE REQUIREMEN AND MOUND TOP -- PAINTED TO MATCH MTL-1, -- RE: STRUCT. ` CHAINS BY OWNER DOWNSPOUT 8" SMOOTH FACE CMU; o SIGN BY OWNER CMU -1 OVER 8" SMOOTH FACE CMU; o 4" X 4" STEEL TUBE PAINT ti CMU -1 BLACK 8" SPLIT FACE CMU; A R C H I T E C T U R E FOUR 3/4" DIA. ANCHOR CMU -2 8" SPLIT FACE CMU; BOLTS �- 1-° bo cv CMU - 2 383 INVERNESS PKWY, STE 175 FINISH GRADE °a 9 COAT ALL EXPOSED STEEL io ENGLEWOOD-2800 12 (720)773-2800 W/ ASPHALTIC PAINT PRIOR TO SETTING IN CONCRETE .-. o0 :..- CV C E WELD PER STRUCTURAL 2 - 10" #5 BARS WELDED _ = THESE PLANS NSARREANIC'NSTRIU ENT OF3EROVICEANDARE — - _ = I 1 DRAWINGS _ TO SIDE OF PIPE 12' - $" 4" X 4" X 1/4 STEEL POST TRASH ENCLOSURE SIDE THE PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE Q a 16" DIA x 3'-6" DEEP * EMBEDDED 2'-0" MIN. IN GATE GATE TO BE 1 1/2" WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. o CONCRETE BASE TO CONCRETE _ STEEL DECKING WELDED TO I I CONCRETE FOUNDATION a �- NOTE: PAINT ALL EXPOSED STEEL FOOTING. WELD PLATE 1 3/4" X 1 3/4" X 1/4" STEEL V-011 ` ON TOP, MAKE WATER- ANGLE FRAMING. PAINT PROJECT NUMBER TIGHT AND PAINT EPT - 3 EPT - 3 230022.00 CLEARANCE BAR 9 PIPE BOLLARD 6 TRASH ENCLOSURE REAR ELEVATION - CMU 3 TRASH ENCLOSURE SIDE ELEVATION - CMU 1/4" = 1'-0" A.6 1/2" = 1'-0" A.6 1/4" = 1'-0" A.6 1/4" = V-0" SHEET A-6 SITE DETAILS 1/2" = 1'-0" a -r 9._r"' ELEVATION VIEW PRODUCT: UX190-IG(SF,SG) DESCRIPTION: 'U' BIKE RACK 2BIKE, SURFACE OR IN GROUND MOUNT 1-7/8" OD TUBING HAPPY'S CAR WASH - SPRINGFIELD ACCESSIBLE PARKING SIGN CONCRETE - WHEEL STOP co 4" WIDE WHITE PAINTED STRIPE. TYPICAL 4" WIDE WHITE PAINTED CROSS - STRIPES AT 24" 00 OC UNIVERSAL ACCESSIBILITY SYMBOL. PAINT WITH 4" WIDE STRIPING 3358 GATEWAY STREET, SPRINGFIELD, OR 8'-0" 12'-0" 1 9'-0" A.- �6 8 BLUE FIELD WHITE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WHITE PAINTED 8" STRIPING FULL CUT-OFF LIGHT FIXTURE & POLE RE: ELECTRICAL DWGS BLACK ARM AND 0 HOUSING o0 T WATERPROOF = N RECEPTACLE ------------- BASE COVER HANDHOLE a co BASE PLATE SET � IN NON -SHRINK GROUT GROUND LUG 4 io -1 I�II II=1I1=1I1=1II— FINISH GRADE CONDUIT LOCATED -- 24" BELOW GRADE CONCRETE BASE — aa; _IGHT POLE 1/2" = V-0" 1/2" = V-0" BLUE FIELD COLOR NO. 15090 IN FEDERAL STANDARD 599B REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR / EQUAL BLUE FIELD COLOR NO. 15090 IN FEDERAL STANDARD 599B 2" DIA GALVANIZED PIPE 9 SET IN CONCRETE 18" BELOW GRADE 12" WHITE BORDER, - SYMBOLAND LETTERING RESERVED PARKING N VAN A(:�FSSIRI F � o = N a co � WHITE LETTERING FINISH GRADE CONCRETE FOOTING DATE: 01/25/2024 SCALE: As indicated DRAWN BY: YG CHECKED BY: PEW HOVER A R C H I T E C T U R E 383 INVERNESS PKWY, STE 175 ENGLEW OOD, CO 80112 (720)773-2800 C O P Y R I G H T N O T I C E THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. PROJECT NUMBER 230022.00 SHEET A.7 SITE DETAILS i CD N O N N WALL SIDING, PANELIZED, WS -2 8" NOMINAL SPLIT FACES CMU -2, RE: STRUCTURAL PRE -FINISHED METAL CC T.O. TO' 28'-0" EXTERIOR INSULATING F SYSTEM, EIFS-1 T.O. WA 18'-0" T.O. WF 15'-4" HM INSULATED EXTERIOR DOOR, PAINT EPT-3 EXTERIOR INSULATING FIP SYSTEM, EIFS-2 FLOOR 0" HAPPY'S CAR WASH - SPRINGFIELD 3358 GATEWAY STREET, SPRINGFIELD, OR 1 ELEVATION A.8 1/8" = 1'-0" EXTERIOR BUSINESS BY OWNER i T.O. TOWEF / 28'-0" EXTERIOR INSULATINI SYSTEM, EIFS-2 EXTERIOR INSULATINI SYSTEM, EIFS-3 T.O. WALL 2 18'-0" T.O. WALL 1 15'-4" PRE -FINISHED METAL DOWNSPOUT, MTL-1 EXTERIOR INSULATINI SYSTEM, EIFS-1 EXTERIOR INSULATINI SYSTEM, EIFS-2 i FLOOR 1 0" EXTERIOR ALUMINUM STOREFRONT WINDOvv SYSTEM WITH 1" INSULATED GLASS, SF -1 EPT-3. _ v DOOR, PAINT EPT-3 r'RE-FINISHED METAL COPING PRE -FINISHED METAL COPIN 2 ELEVATION A.8 1/8" = 1'-0" _. 28'-C PRE -FINISHED METAL COF PRE -FINISHED METAL FLASHING. TO MATCH RO( PANEL, EPT-2 T.O. 18' -C -C T.O. WALL 1 15'-4" EXTERIOR INSULATING FII` SYSTEM, EIFS-2 EXTERIOR INSULATING FIP SYSTEM, EIFS-1 WALL SIDING, PANELIZED, WS -3 EXTERIOR INSULATING FIP SYSTEM, EIFS-2 r- jk FLOOF o° 4 ELEVATION A.8 1/8" = 1'-0" I vlx�l i vv i i i a of- J I KUU I UK/ -\L GLAZING, SF -1. VALL SIDING, PANELIZED, WALL SIDING, PANELIZED, \ EXTERIOR BUSINESS SIGNAGE VS -2 WS -2 BY OWNER EXTERIOR BUSINESS SIGNAGE :XTERIOR BUSINESS SIGNAGE BY OWNER 4Y OWNER � T.O. TOWER 28' -0" - 'RE -FINISHED METAL PRE -FINISHED METAL LASHING. TO MATCH ROOF FLASHING. TO MATCH ROOF 'ANEL, EPT-2 PANEL, EPT-2 WALL SIDING, PANELIZED, VALL SIDING, PANELIZED, WS -3 VS -3 T.O. WALL 2 11111-) 18'-0" T.O. WALL 1 15'-4" 'RE -FINISHED METAL TRELLIS, 8" NOMINAL SMOOTH FACED 'AINT TO MATCH EPT-4 CMU; CMU -1, RE: STRUCTURAL 8" NOMINAL SPLIT FACED CMU; CMU -2, RE: STRUCTURAL 'RE -FINISHED METAL )OWNSPOUT, MTL-1 U; RE: FLOOR 1 0" 3 ELEVATION A.8 1 /8" = 1'-0" 8X8X16 NOMINAL CMU; RE: STRUCTURAL 8" NOMINAL SPLIT FACED CMU; CMU -2, RE: STRUCTURAL 8" NOMINAL SMOOTH FACED CMU; CMU -1, RE: STRUCTURAL PRE -FINISHED METAL COPING EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 EXTERIOR INSULATING FINISH SYSTEM, EIFS-1 EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 JMINUM WINDOW SYSTEM WITH 1" INSULATED GLASS, SF -1 EXTERIOR BUSINESS SIGNAGE BY OWNER EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 EXTERIOR INSULATING FINISH SYSTEM, EIFS-1 PRE -FINISHED METAL COPING EXTERIOR INSULATING FINISH SYSTEM, EIFS-3 PRE -FINISHED METAL DOWNSPOUT, MTL-1 EMERGENCY WALL SCONCE LIGHT, RE: ELECTRICAL. WALL SIDING, PANELIZED, WS -2 8" NOMINAL SPLIT FACED CMU; CMU -2. RE: STRUCTURAL PRE -FINISHED METAL FLASHING. TO MATCH ROOF PANEL, EPT-2 WALL SIDING, PANELIZED, WS -3 EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 EXTERIOR INSULATING FINISH SYSTEM, EIFS-1 EXTERIOR INSULATING FINISH SYSTEM, EIFS-2 ;MOOTH FACED RE: STRUCTURAL ;PLIT FACED CMU; CMU -2, RE: STRUCTURAL DATE: 01/25/2024 SCALE: 1/8" = 1'-0" DRAWN BY: JAL CHECKED BY: PEW HOVER A R C H I T E C T U R E 383 INVERNESS PKWY, STE 175 ENGLEWOOD, CO 80112 (720) 773-2800 C O P Y R I G H T N O T I C E THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. PROJECT NUMBER 230022.00 SHEET A-8 ELEVATIONS - COLOR GENERAL NOTES A. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT—OF—WAY OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS "STANDARD CONSTRUCTION SPECIFICATIONS, 1994" AS AMENDED IN 1998 (OR CURRENT ADDITION), IN ADDITION TO THESE PLANS. B. OREGON LAW REQUIRES THE CON TRA C TOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (800) 332-2344. C. LOCATION AND/OR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES A T LEAST 48 HOURS PRIOR TO EXCAVATING OR "POTHOLING". THE "ONE—CALL" NUMBER (800) 332-2344 D. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES ON THE TIMING OF INSTALLATION OF THEIR FACIL I TIES. E. SPRINGFIELD CODE 10.2.1 REQUIRES NOTIFICATION OF OPEN TRENCHING FOR THE PROJECT TO ALLOW POSSIBLE AT&T CABLE INSTALLATION. F. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGH WA YS (MU TCD), CURRENT EDITION, AS SUPPLEMENTED AND AMENDED BY THE OREGON SUPPLEMENTS. FLAGGING SHALL BE PERFORMED A S SHO WN IN THE OREGON S TA TE HIGH WA Y DI VISION HANDBOOK, "SIGNING AND FLAGGING STANDARDS FOR SHORT— TERM WORK ZONES" CURRENT EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN A T THE PRE—CONSTRUCTION CONFERENCE FOR CITY REVIEW AND APPROVAL. G. ALL SANITARY AND STORM SEWER CONNECTIONS TO EXISTING CITY OWNED FACILITIES (PIPE, CATCH BASINS, MANHOLES, ETC.) SHALL BE INSPECTED BY THE CONTRACTOR AND THE CITY'S PUBLIC WORKS MAINTENANCE DEPARTMENT PRIOR TO HOOKING UP TO THEM. CONTACT KEITH MI YA TA (726-3615) OR RON SA THER (726-2240) NO LESS THAN 48 HOURS PRIOR TO DESIRED INSPECTION TIME. H. BEFORE BACK—FILLING THE END OF A MAINLINE PIPE. NOT ENDING AT A MANHOLE OR A CLEAN OUT, THE CONTRACTOR SHALL PERFORM THE TV INSPECTION AS REQUIRED BY THE STANDARD SPECIFICATIONS AND ALLOW THE CONSULTING ENGINEER TO DETERMINE THE EXACT L OCA TION AND ELEVATION OF THE END OF THE PIPE. I. WHERE CONNECTING TO AN EXISTING PIPE. THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION, CONDITION, AND POSI TI VE FLOW BEFORE LAYING ANY NEW PIPE ON THAT SYSTEM. J. THE SEWER GRADE SHALL BE PER THE PLANS SPECIFICATIONS AND WITH THE MINIMUM COVER AS SHOWN ON THE PLANS K. THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPECT THE SEWER AFTER ALL BACKFILL AND BEFORE THE FINAL LIFT OF ASPHALT PAVING. THE CON TRA C TOR SHALL SUPPLY THE CITY WITH A WRITTEN TV REPORT AND VIDEO TAPE FOR CITY APPROVAL AT LEAST 2 WORKING DAYS BEFORE THE PRE—PAVING MEETING. L. CONTRACTOR TO SCHEDULE A PRE—PAVING CONFERENCE 24 HOURS PRIOR TO PAVING. CONTACT RON SA THER (726-2240). M. ALL JOINTS BETWEEN EXISTING and NEW ASPHALT PAVING SHALL BE SEALED WITH POLYMERIZED ASPHALT AND SANDED TO PREVENT PICK UP. N. COMPA C TION REQUIREMENTS: LA YER RA TE TEST SUBGRADE 95% T99 CRUSHED ROCK 95% T180 ASPHALT (LOCAL) 90% RICE ASPHALT (COLLECTOR/ARTERIAL) 92% RICE 0. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI): CONCRETE USE FIELD LABORATORY SIDEWALK/ADA RAMPS 3000 3450 CURBS/GUTTERS 3500 4025 DRI VEWA YS 3500 4025 PA VEMEN T 4000 4600 CONTACT INFORMATION ENGINEER. CITY OF SPRINGFIELD: SEWER COMPANY.• ANTHONY BAKKE, P.E. CLAYTON MCEACHERN XXXXXXXXXXXXXX C.E.C., INC. ENGINEERING DEPT. METROPOLITAN WASTEWATER 132 W. MAIN ST., SUITE 103 225 FIFTH STREET MANAGEMENT COMMISSION MEDFORD, OR 97501 SPRINGFIELD, OR 97477 225 FIFTH STREET (541) 779-5268 (541) 726-3753 SPRINGFIELD, OR 97477 STORM DRAIN (541) XXX—XXXX SURVEYOR: WATER COMPANY.• GAS COMPANY.• JERED MCGRA TH, P.L.S. XXXXXXXXXXXXXXX XXXXXXXXXXXX S&F LAND SERVICES SPRINGFIELD UTILITY BOARD NW NATURAL 4905 SW SCHOLLS FERRY ROAD, 202 SOUTH 18TH STREET USINESS PA PORTLAND, OR 97225 SPRINGFIELD, OR 97477 MEDFOR , 504 (503) 345-0328 (541) XXX—XXXX 55-473 DEVELOPER. ELECTRIC COMPANY: ALEX DZYUBA DAVID KANDLE HAPPY'S DRI VE— THRU SPRINGFIELD UTILITY BOARD CAR WASH, INC. 1001 MAIN STREET 5330 OLD REDWOOD HWY., SPRINGFIELD, OR 97477 STE C (541) 736-3296 PETALUMA, CA 97952 (503) 705-3995 P. THIS PROJECT SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT REQUIREMENTS SUCH AS INCORPORATION OF DESIGN CRITERIA FOR HANDICAP RAMPS, MAXIMUM PROFILE AND CROSS SECTION SLOPES FOR SIDEWALKS, UPGRADING EXISTING HANDICAP FACILITIES WHERE MAJOR CONSTRUCTION IS OCCURRING, AND BUILDING WARNING FOR OBJECTS IN SIDEWALK SUCH AS CURBING OR LANDSCAPING AROUND MAILBOXES. Q. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER AGENCIES WITH JURISDICTIONS SUCH AS LANE COUNTY, OREGON DEPARTMENT OF TRANSPORTATION, OREGON DIVISION OF STATE LANDS, THE ARMY CORPS OF ENGINEERS, OR THE DEPARTMENT OF ENVIRONMENTAL QUALITY. R. ALL IMPROVEMENTS THAT WILL BE PRI VA TEL Y OWNED AND MAINTAINED WILL BE BOUND BY THE CURRENT REQUIREMENTS OF THE STATE OF OREGON STRUCTURAL SPECIALTY CODE, PLUMBING SPECIALTY CODE, AND/OR CITY OF SPRINGFIELD BUILDING DIVISION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER CITY DEPARTMENT PRIOR TO DOING PRIVATE WORK.Section 11 — DRAFTING STANDARDS 9 — 5 EDSP 2002 S. EARTHWORK OUTSIDE THE RIGHT OF WAY AND PUBLIC EASEMENTS IN EXCESS OF 50 CUBIC YARDS REQUIRES A LAND AND DRAINAGE AL TERA TION PERMIT (LDAP) T. STREET TREES SHALL BE SELECTED FROM THE APPROVED LIST OF STREET TREES IN THE SPRINGFIELD DEVELOPMENT CODE. ONLY STREET TREES WITH A MINIMUM TRUCK CALIPER OF 2 /N. MEASURED 6" ABOVE THE ROOT STEM SHALL BE SELECTED FOR PLANTING. U. A PRE—CONSTRUCTION CONFERENCE IS REQUIRED BEFORE START OF CONSTRUCTION. ALL UTILITIES, CONTRACTORS and CITY REPRESEN TA TI VES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS A T LEAST 5 WORKING DA YS PRIOR TO THE PRE CONSTRUCTION CONFERENCE. V. THE ENGINEER AND/OR CITY HAVE THE RIGHT TO REQUIRE ADDITIONAL WORK NOT SHOWN HEREIN BUT NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. W. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY PRIOR TO IMPLEMENTATION. X. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WITH THE STANDARD SPECIFICATION TO THE CITY FOR APPROVAL PRIOR TO BEGINNING WORK. Y. CONTRACTOR SHALL BE AWARE IF PAVING IS NOT SCHEDULED OR DOES NOT OCCUR PRIOR TO OCTOBER 157H, WET WEATHER PROVISIONS INCLUDED ADDITIONAL ROCK SUBSTRUCTURE AND GEOTEXTILE FABRIC SHALL USED. REFER TO STANDARD SPECIFICATION SECTION 301.1.01 AND THE TYPICAL CROSS SECTIONS CONTAINED HEREIN FOR DETAILS. TOPOGRAPHIC SURVEY NOTES 1. BASIS OF BEARING: OREGON SOUTH STATE PLANE COORDINATE SYSTEM NAD 83 (2011) BASED ON GPS OBSERVATIONS. DISTANCES SHOWN HEREON ARE GROUND DISTANCES, INTERNATIONAL FEET, SCALED ABOUT A CENTRAL CONTROL POINT. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED ON NATIONAL GEODETIC SURVEY ONLINE POSITIONING SERVICE OPUS STATIC OBSERVATIONS. ABBREVIATIONS WA TER ELECTRICAL ARV AIR RELEASE VALVE BV BUTTERFLY VALVE DP DEFLECTION POINT FH FIRE HYDRANT G V GA TE VAL VE MJ MECHANICAL JOINT TB THRUST BLOCK W WA TER STORM DRAIN CB CA TCH BASIN SD STORM DRAIN SDCI STORM DRAIN CURB INLET SDCO STORM DRAIN CLEANOUT SDMH STORM DRAIN MANHOLE SEWER SS SA NI TAR Y SEWER SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE DRY UTILITIES E ELECTRICAL FOL FIBER—OPTIC LINE G GAS PP POWER POLE TEL TELEPHONE I IKICC GENERAL CIVIL IMPROVEMENT PLANS HAPPY'S DRIVE-THRU CARWASH LOCATED IN SECTION 22, T. 17 S., R. 3 W., W.M. TAX LOT 1600 CITY OF SPRINGFIELD LANE COUNTY, OREGON AC PA VEMEN T TBR SIDEWALK XX"SD STORM DRAIN XX "SS SEWER XX"W WA TER — — R/W CIL PROPERTY LINE P/L CENTER LINE CURB RETURN PUE EG CURB & GUTTER X — DI TCH GENERAL CIVIL IMPROVEMENT PLANS HAPPY'S DRIVE-THRU CARWASH LOCATED IN SECTION 22, T. 17 S., R. 3 W., W.M. TAX LOT 1600 CITY OF SPRINGFIELD LANE COUNTY, OREGON AC ASPHAL T CONCRETE TBR BW BOTTOM OF WALL TC C & G CURB & GUTTER TOB C or CONC CONCRETE O.A.E. CIL CENTERLINE P/L CR CURB RETURN PC EG EXISTING GROUND PCC ELEV ELEVA TION PRC FG FINISH GRADE PT FL FL O WL INE TOE GB GRADE BREAK TW HP HIGH POINT VC INV INVERT EXISTING LF LINEAR FOOT LP LOW POINT - — —x — — LT LEFT FENCE PUE PUBLIC UTILITY EASEMENT P VM T PA VEMEN T HAPPY'S DRIVE-THRU CARWASH R/W RIGHT—OF— WA Y W RT RIGHT S./. STREET INTERSECTION S TA STA TION SW SIDEWALK v LEGEND EX XX"SD EXISTING STORM EX XX "SS EXISTING SEWER EX XX"W EXISTING WA TER G— — — — — EXISTING GAS P— — oHP — — — ❑HP EXISTING POWER - T— — — — — EXISTING PHONE T�— EXISTING Tv 1i CA TCH/L YNCH BASIN Rr'1CTA11 'L EXISTING P VM T ---------- 0 EXISTING C & G m EXISTING SIDEWALK EXISTING DITCH - — —x — — —x — — —x - EXISTING FENCE PROJECT BOUNDARY TO BE REMO VED = TOP OF CURB TOP OF BANK OR APPROVED EQUAL PROPERTY LINE P 0/N T OF CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE POINT OF TANGENT TOE OF SLOPE TOP OF WALL VERTICAL CURVE SEWER MANHOLE CLEAN-OUT WA TER SERVICE FIRE HYDRANT WATER VALVE FITTING &, T.B. DRAINAGE FLOW AIR VALVE CURB INLET SEWER SER VICE STORM SER VICE EX/STIN -------------------- - BVSINESS q CCESS ROAD C) - 12A 13B s Randy Pa p6 Belt€ine E Randy Pap6 6eltline E Randy Pa0_BW €rne E 360 PROJECT LOCATION NORTH SPRINGFIELD VICINITY MAP 1 1 1 JLLJ ' Lu' ISE V Q w� QI Z I V� W I I I r L, NORTH GRAPHIC SCALE 22 0 15 30 60 120 ( IN FEET ) 1 inch 30 ft. SHEET INDEX N0. REVISION know what's below. Call before you dig. DATE BY J I I DV LJ c OO STORM MANHOLE O SITE & UTILITY PLAN............................................................ C.3 0 0 o PRIVATE AREA DRAIN ® m ti ti ti ti ti ti o CA TCH/L YNCH BASIN Rr'1CTA11 0 0 0 0 0 0 m UTILITY POLE/GUY WIRE-- a DATE BY J I I DV LJ COVER SHEET.................................................................... C.I OO STORM MANHOLE O SITE & UTILITY PLAN............................................................ C.3 0 0 o PRIVATE AREA DRAIN ® m ti ti ti ti ti ti o CA TCH/L YNCH BASIN Rr'1CTA11 0 0 0 0 0 0 DATE BY J I I DV LJ COVER SHEET.................................................................... C.I OO STORM MANHOLE O SITE & UTILITY PLAN............................................................ C.3 Q o PRIVATE AREA DRAIN ® m GRADING PLAN................................................................. CA u PIPE PLUGLi o CA TCH/L YNCH BASIN Rr'1CTA11 ��..................................................................... � DITCH INLET ❑® m UTILITY POLE/GUY WIRE-- a CONSTRUCTION ENGINEERING CONSULTANTS, INC. - STREET LIGHT m TELEPHONE PEDESTAL HAPPY'S DRIVE-THRU CARWASH — Q) W CIVIL IMPROVEMENTS DRAWING NO. POWER SWITCHGEAR ❑S v COVER SHEET GAS VALVE Q� C. 7 REVIEWED CITY ENGINEER: DA TE.• o v Q Q Q Q DATE BY J I I DV LJ COVER SHEET.................................................................... C.I OO STORM MANHOLE O SITE & UTILITY PLAN............................................................ C.3 o PRIVATE AREA DRAIN ® m GRADING PLAN................................................................. CA u PIPE PLUGLi EROSION & SEDIMENT CONTROL PLANS .................................. CLJtCCT CA TCH/L YNCH BASIN Rr'1CTA11 ��..................................................................... DITCH INLET ❑® UTILITY POLE/GUY WIRE-- CONSTRUCTION ENGINEERING CONSULTANTS, INC. - STREET LIGHT PROJECT NO. TELEPHONE PEDESTAL HAPPY'S DRIVE-THRU CARWASH — n POWER TRANSFORMER 2 CIVIL IMPROVEMENTS DRAWING NO. POWER SWITCHGEAR ❑S COVER SHEET GAS VALVE C. 7 REVIEWED CITY ENGINEER: DA TE.• NAME. A.1 HAP SPR—C0VER.dwq PROJ.: 2-5-40 P101 OAI1 . 7/4/ 4 1 I I Il EX HYDRANT I, I PROJECT/L 0 T BOUNDARY --- --- G --r ------------------ G----------- NO TE. - ALL PRI VA TE WATER, SEWER, AND STORM DRAIN SHALL BE INSTALLED PER THE OREGON PLUMBING SPECIALTY CODE (OPSC). NO TE. - EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY CON TRA C TOR IS TO POTHOLE AND LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. Know what's below. Call before you dig, G EXISTING - TRANSFORMER WATER SVC __�_ ---- --- LATERAL x2 -------------- ______________ PROPOSED C- 900 WA TER - G E E 11 G G C EX jST/NG BUSINESS CCESS R OA GENERAL NOTES: 1. PROPOSED POWER/DRY UTILITIES SHOWN FOR REFERENCE ONL Y. SEE UTILITY COMPANY PLANS FOR REQUIREMENTS. 2. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SITE SPECIFIC IMPROVEMENTS. 3. SEE ARCHITECTURAL PLANS FOR PROPOSED SITE LIGHTING, SIGNAGE, STRIPING DETAILS, REQUIREMENTS AND SPECIFICA TIONS. 4. SEE ARCHITECTURE SITE PLAN FOR HORIZONTAL CONTROL/EXACT LOCATIONS OF ALL PROPOSED SITE IMPRO VEMEN TS. 5. COORDINATE LOCATION OF SIDEWALKS, CARPORTS, TRASH ENCLOSURES, ETC. WITH ARCHITECT'S PLAN. NO TE. - PROPOSED SS & SD INVERT ELEVATIONS BASED ON EXISTING INVERT ELEVATION PROVIDED BY CONTRACTOR. CON TRA C TOR TO VERIFY IN VER T EL E VA TIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF CONFLICT OCCURS. NO TE.• ALL PRI VA TE STORM SYSTEM PIPES SHALL HAVE A MINIMUM SLOPE OF 1.09 AND 2' MINIMUM COVER. UNLESS NOTED 0 THER WISE. DRAWN B Y.• BRO DA TE.- 01/24 CHECKED BY. MWK, AMB DA TE.- 01/24 APPROVED R VS: DA TE.• APPRO VED: DA TE.- E.•APPROVED: APPROVED: DA TE.- E.•APPROVED: APPROVED: DA TE.- SITEWORK CONSTRUCTION NOTES i Ol CONSTRUCT PAVING SECTION, PER SECTION SHEET C.2. O2 CONSTRUCT STANDARD CURB; E=6'; PER OREGON STD DWG RD700. O3 CONSTRUCT CURB AND GUTTER; E=671 PER OREGON STD DWG RD700. O4 CONSTRUCT CONCRETE SIDEWALK PER OREGON STD DWG RD720. O INSTALL ADA SIGNAGE AND STRIPING AT ADA SPACE. COORDINATE WITH ARCHITECT FOR FINAL STRIPING EX PUE LOCA TION & DIMENSIONS. OINSTALL PAVEMENT MARKING WHERE SHOWN. COORDINATE WITH ARCHITECT FOR PAINTING SPECIFICATIONS & EXA C T L OCA TIONS. W OSAWCUT & REMOVE EXISTING AC PAVEMENT ONLY AND OVERLAY AS NEEDED TO PROVIDE A SMOOTH TRANSITION FROM EXISTING AC PAVING. TACK COAT & SAND SEAL FOLLOWING FINAL AC PAVING. O INSTALL PVC IRRIGATION SLEEVE (SCH40); 2' MIN. COVER. LOCATIONS SHOWN ARE FOR SCHEMATIC PORPOSES _ ONLY, CONTRACTOR TO COORDINATE WITH THE LANDSCAPE ARCHITECT FOR SIZE, QUANTITY AND PLACEMENT OF CONDUIT SLEEVING TO ALL LANDSCAPE AREAS. CONSTRUCT TRASH ENCLOSURE PER ARCHITECT, SEE ARCHITECTURAL PLANS. 2 `gyp�� 10 INSTALL TRUNCATED DOME DETECTABLE WARNING SURFACE PER OREGON STD DWG RD904. PROTECT EXISTING ITEM IN PLACE. 12 ADJUST RIM AS NEEDED TO MATCH FINISH GRADE PER CITY OF SPRINGFIELD STANDARDS. �0 3 13 NOT USED THIS SHEET 14 CONSTRUCT VALLEY GUTTER PER OREGON STD DWG RD700, SEE SHEET C.4 FOR ELEVATIONS AND GRADING. � � O ii SDC'; i 15 CONSTRUCT VACUUM ENCLOSURE PER ARCHITECT, SEE ARCHITECTURAL PLANS. - INSTALL TRENCH DRAIN AS SHOWN, SEE ARCHITECTURAL PLANS FOR EXACT LOCATION, SIZE AND TYPE. SEE 11 16 SHEET C.4 FOR ELEVATIONS AND GRADING. 13 EX 12 17 INSTALL BOLLARD WHERE SHOWN. SEE ARCHITECTUAL PLANS FOR DETAIL. vr72 � WATER NOTES ❑1 INSTALL 1" IRRIGATION METER AND BACKFLOW DEVICE PER OPSC AND SUB STANDARDS. INSTALL PRIVATE 2" WATER SERVICE LINE FROM BACKFLOW DEVICE TO BUILDING AS SHOWN PER THE OPSC. PIPE MATERIAL TO BE DETERMINED BY PLUMBER. MAINTAIN 24" MIN. COVER TO FINISHED GRADE OVER SERVICE LINE. COORDINATE WITH MECHANICAL PLANS AND ARCHITECTURAL PLANS FOR SERVICE TERMINATION POINT AT BUILDING. ❑3 NOT USED THIS SHEET ❑4 INSTALL IRRIGATION WATER SUPPLY STUB FROM BACKFLOW DEVICE. COORDINATE WITH ARCHITECTUAL AND LANDSCAPE PLANS FOR EXACT LOCATION AND CONNECTION POINT. NO TES.- PRI ES:PRI VA TE DOMESTIC WA TER SERVICE SIZING TO BE VERIFIED BY MECHANICAL ENGINEER/PROJECT PLUMBER PRIOR TO CONSTRUCTION. SIZE OF EXISTING WA TER METER TO BE DETERMINED AND VERIFIED ADEQUA TE B Y MECHANICAL ENGINEER/PROJECT PLUMBER PRIOR TO CONSTRUCTION. -_- -_=-� SANITARY SEWER CONSTRUCTION NOTES Q G 1 CONNECT TO EXISTING SANITARY SEWER STUB PER OPSC & CITY OF SPRINGFIELD STANDARDS. CONTRACTOR 11 TO VERIFY LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH TV ENGINEER IF CONFLICT OCCURS. INSTALL SAND & 0/L SEPARATOR. CONTRACTOR TO VERIFY FINAL LOCATION, TYPE, & MODEL WITH G G q O ARCHITECT PRIOR TO INSTALLATION. INSTALL PER MANUFACTURERS SPECIFICATIONS. 0 3 INSTALL 4" SEWER SERVICE STUB TO BUILDING PER OPSC & CITY OF SPRINGFIELD STANDARDS. 4 INSTALL 6" SEWER SERVICE TO SAND & OIL INTERCEPTOR PER OPSC & CITY OF SPRINGFIELD STANDARDS. 11 I - O INSTALL WATER RECLAIMA TION TANK. CONTRACTOR TO VERIFY FINAL LOCATION, TYPE, & MODEL WITH q 5 ARCHITECT PRIOR TO INSTALLATION. INSTALL PER MANUFACTURERS SPECIFICATIONS. I STORM DRAIN CONSTRUCTION NOTES NORTH GRAPHIC SCALE 20 0 0 20 40 NO. I REVISION ( IN FEET ) 1 inch — 20 ft. O INSTALL XXX LF OF 8" PVC SD PIPE © S=2.09 MIN. INSTALL CLEANOUTS AS REQUIRED BY OPSC. O INSTALL XXX LF OF 8" PVC SD PIPE © S=2.09 MIN. INSTALL CLEANOUTS AS REQUIRED BY OPSC. O3 INSTALL XXX LF OF 8" PVC SD PIPE © S=2.09' MIN. INSTALL CLEANOUTS AS REQUIRED BY OPSC. OINSTALL STEEL LYNCH BASIN WITH 6" SD PIPE OUTLET CONNECTED TO 8" STORM DRAIN LINE AS SHOWN. SEE LYNCH BASIN DETAIL, SHEET C. 3. OINSTALL 4" PVC STORM PIPE FROM 8" SD TO BUILDING FOR ROOF & FOOTING DRAINS @ S=29' MIN. SLOPE PER THE OPSC O6 CONNECT TO EXISTING 12" STORMDRA/N PER THE OPSC. INV=XXXf FRANCHISE UTILITY CONSTRUCTION NOTES CONNECT TO EXISTING TRANSFORMER AND INSTALL CONDUIT(S) TO BUILDING. CONTRACTOR TO COORDINATE 0 WITH PUD FOR QUANTITIES, MATERIALS, SPECIFICATIONS, ETC. 80 O 5' UTILITY TRENCH FOR FRANCHISE UTILITY INSTALLATION. CONTRACTOR SHALL COORDINATE WITH EACH UTILITY FOR CONDUIT QUANTITY, SIZE, ETC. INSTALL CONDUIT PER UTILITY COMPANY STANDARDS. O STUB FRANCHISE UTILITY WITHIN 5' OF BUILDING ENVELOPE. DATE BY CONSTRUCTION ENGINEERING CONSULTANTS, INC. PROJECT NO. HAPPY'S DRIVE-THRU CARWASH _ CIVIL IMPROVEMENTS UTILITY / CIVIL SITE PLAN DRAWING NO. C. 3 NAME. C.3—HAP—SPR—UTIL.dwg PROD.: 2.3-40 PLOT DATE: 7/24/24 WV V V V G � G \G � R 435 U 0 436 \ - 7 e� G G G G EG� E - / — — - -X- X— LGE Cl G EX STI N ❑ 0 \ -- � q CCESS ROgp ---------= GENERAL NOTES: 1. STORM DRAIN LINES SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. SEE SITE & UTILITY SHEET FOR DETAIL INFORMA TION. 2. PROPOSED CONTOURS SHOWN REPRESENT FINISHED GRADES IN ROAD AREAS. PROPOSED CONTOURS SHOWN IN ALL OTHER AREAS REPRESENT APPROXIMATE GRADING PRIOR TO CONSTRUCTION OF BUILDINGS. FINISHED GRADING AFTER COMPLETION OF BUILDING CONSTRUCTION MAY VARY FROM THE PROPOSED CONTOURS SHOWN ON THIS DRAWING. J. EXCESS SPOILS SHALL BE REMOVED FROM THE PROJECT AS NEEDED UNLESS OTHERWISE COORDINATED WITH THE PROJECT ENGINEER. MATCH EXISTING GRADES AT ADJACENT PROPERTY LINES & MAINTAIN EXISTING DRAINAGE DIRECTION. DO NOT BLOCK ANY OFF SITE DRAINAGE PATHS. GEOTECHNICAL NOTES I S 3 1 WV I I I I I EX SDM I I q I I EXISTING � PROPERTY LINE I �q II I 14/sTING SS W I I I I 1. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE GEOTECH REPORT PREPARED BY THE PROJECT GEOTECHNICAL ENGINEER AND FOLLOW ALL OF THE RECOMMENDATIONS CONTAINED WITHIN THE REPORT. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE PROJECT GEOTECHNICAL ENGINEER FOR REQUIRED REMEDIATION. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR REQUIRED SITE OBSERVATIONS AND TESTING OF ALL EARTHWORK OPERATIONS. CONTOURS CONTOUR INTERVAL = 1' INDEX INTERVAL = 5' EXISTING GROUND ELEV FINISHED GROUND ELEV LEGEND: HARDSCAPE DRAINAGE DIRECTION SURFACE DRAINAGE DIRECTION GRADE BREAK GB INDICA TES REQUIRED LANDING &/OR TURNING SPACE (1.5% SLOPE MAX, ANY DIRECTION) FINISHED GRADE ELEVA TION 50.00 FG ASPHALT ELEVATION 50.00 AC TOP OF CURB ELEVATION 50.00 TC CONCRETE ELEVATION — 50.00 C SIDEWALK ELEVA TION 50.00 SW FLOWLINE ELEVATION 50.00 FL STRUCTURE GRATE ELEVATION- GR TA E HIGH POINT ELEVATION 50.00 HP LOW POINT ELEVATION -50.00 L CONSTRUCTION NOTES: ADA PARKING SPACES AND ACCESS AISLES ARE DESIGNED WITH A MAXIMUM (DADA SLOPE OF 1.57 IN ANY DIRECTION. THE CONTRACTOR IS RESPONSIBLE TO NOT EXCEED A FINAL CONSTRUCTED SLOPE OF 2.07 IN ANY DIRECTION. Q TRANSITION FROM CURB & GUTTER TO STANDARD CURB. Q NOT USED THIS SHEET ® TAPER CURB TO MATCH EXISTING NOTE: ADA ALL FLAT WORK, SIDEWALKS AND RAMPS ARE DESIGNED WITH A MAXIMUM CROSS SLOPE OF 1.5% THE CONTRACTOR IS RESPONSIBLE TO NOT EXCEED A FINAL CONSTRUCTED CROSS SLOPE OF 2.09. ALL ACCESSIBLE PATHS SHALL ADHERE TO THE CURRENT ADA STANDARDS FOR ACCESSIBILITY. -'111� NORTH GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 DRAWN BY.• BRO DATE.• 01/24 N0. REVISION DATE BY 11 ii 11 ft— CONTRUCTION ENGINEERING CONSULTANTS, INC T e CHECKED BY. MWK, AMB DA TE.- 01/24 'd 9 PROJECT NO. ENGINEERING APPROVED RV5. DA TE.- 3"7 � HAPPY'S DRIVE-THRU CARWASH _ APPROVED: DATE.• GONCIVIL IMPROVEMENTS `� oO w DRAWING NO. Know what's below. APPROVED: DATE.• I'11,`�°�PX1724^EDF 9 750-1 1 SITE GRADING &DRAINAGE PLAN Call before you dig. PH. (541) 779-5268 APPROVED: DA TE.- ONY M.B� �5 xAl h'ES 12 �'3 - C. 4 NAME. C. 4 -HAP -SPR- GRAD. dwg PROD.: 2.3-40 PLOT DATE. 712412