The URL can be used to link to this page

Plans (24) PLM 2018 -00456 RECEIVED OCT 3 2018 CITY OF TIGARD BUILDING DIVi;_;!ON SHEET m I ‘z i 1 N �.._y Cl..„: ' GARD TACO BELL AT HWY 99W , . , . A o OF 7 5W PARK 9T / .., SCRAPE AND REBUILD a410: o g SW COOK IA 'f' 1 IP �A � � r � iii: 121u jes, la .Y.. : SW PARK ST SUl FAIRwaVEN ST S, 10./ z i LEGEND GENERAL CON5TRJCTION NOTES ENGINEER / SURVEYOR CLIENT e L • z �y o (� PROPERTY LINE I. ALL WORK AND MATERIAL SHALL CONFORM TO THESE PLANS, THE ,. .�k :•q. ¢ (�) < w o_ APPLICABLE PROVISIONS OF THE CITY'S DEVELOPMENT ORDINANCE, THE CITY'S ALL COUNTY PLANNERS 4 SURVEYORS, INC. WEBER COASTAL BELLS �" o a cam, Q (E) LOT LINE TECHNICAL SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION, THE MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE, THE MOST RECENT ATTN: RAY MOORE, P.E., P.L.S. ATTN: LINDSAY JOHNSTON \ • • co - - (E) EASEMENT LINE EDITION OF THE INTERNATIONAL BUILDING CODE AND APUJA STANDARDS. DAVE REICHERT, L.S.I.T. PO BOX 23408 \/ tx 5 i N 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES i i O A` - - -100- -- (E) 5' GROUND CONTOUR PRIOR TO STARTING CONSTRUCTION. P. O, BOX 955 EUGENE, OR 91402 TIGARD, OR _z- £ct .� 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF SUTHERLIN 4S HOURS PRIOR SANDY, OR 91055 (541) 681-S445 Oo N - - --101- - - - (E) P GROUND CONTOUR TO START OF CONSTRUCTION. (503) 668-3151 z O ////,/,/,/,//./. (E) BUILDING WALL 4. CONTRACTOR SHALL PROVIDE THE GOVERNING UTILITY DISTRICTS AT LEAST DAVEAALLCOUNT'T5URVEYORS,COM VICINITY MAP . , 24 HOURS NOTICE PRIOR TO REQUESTING TESTING OR INSPECTION SERVICES. v) y � ' �. Q - --- (E) BLDG OH 5. CONTRACTOR SHALL PROVIDE WRII 1c NOTICE TO ADJACENT RESIDENTS OF • , NTS i:71.,) 0/: �` Q� w - _ (� WALL CONSTRUCTION SCHEDULE. CONTRACTOR SHALL WORK IN A MANNER THAT /� � ui ALLOWS EMERGENCY VEHICLES AND ADJACENT RESIDENTS' ACCESS. La C (E) AC PAVEMENT 6. PRIVATE PARCEL WORK INCLUDING WAt N SERVICES, STORM DRAINAGE, ,` cc` Pio SANITARY SEWER LATERALS, GRADING AND EROSION CONTROL SHALL BE SHEET INDEX O 0 _ ":�"`•.,::., _. " `'=-= (E) SIDEWALK/CONCRETE SUBMITTED TO COUNTY BUILDING DEPARTMENT FOR REVIEW AND PERMITTING. _ - 1. THE CONTRACTOR SHALL MAKE NO CHANGES OR ALTERATIONS FROM THE w ;' K "� ''d (� GRAVEL APPROVED PLANS WITHOUT APPROVAL OF THE PROJECT ENGINEER AND THEeij9 A O\ . u Q T7 CONTROL POINT 5 07..,\Lii EZ = D?=ZWZ:<. (E) LANDSCAPING CITY OR GOVERNING UTILITY DISTRICT. C 1 COVER SHEET AND \*\ i _ co ,_ 8. THE CONTRACTOR SHALL PERFORM ALL WORK AND INCIDENTAL WORK i aaidEMSill (E) LANDSCAPING GRAVEL NECESSARY TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE PLANS AND EXISTING CONDITIONS 1•- Ec TRASH ( .... ,MAG NAIL SPECIFICATIONS. ANY INCIDENTAL WORK COST SHALL BE INCLUDED IN THE ENCLOSURE �' •• EL 222.39' edit f IV Q [L (E) CURB CONTRACT UNIT BID PRICES. PLAN . • �+ ~ (3 0 -x-x-x-z- 9. ANY INSPECTION BY THE GOVERNING UTILITY DISTRICT OR PROJECT I__ i. •'� . .- w 0 W CE) FENCE }. f' fist. `` > z J ENGINEER SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR FROM ANY C2 DEMOLITION PLAN , \ ..4. I\. : -:. �s -w. d w (E) WATER LINE OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLEz� [}E�!' PLANS, CODES, REGULATIONS, STANDARDS, AND PROJECT CONTRACT DOCUMENTS. lc. \ --.!../v- 1'... `.R" /990!V w Li r- O - SD SD - (E) STORM LINE 10. OREGON LAW REQUIRES CONTRACTORS TO FOLLOW RULES ADOPTED BY THE C3 SITE PLAN \ �� Q o W w `� OREGON UTILITY NOTIFICATION CENTER AS SET FORTH IN OAR 952-001-0010 �• t \ _ ``fiuec�a'� U J (n -" ss ss ss -_-- (E) SANITARY LINE THROUGH OAR 952-001-0100. THE OREGON UTILITY NOTIFICATION CENTER HAS ry.: -/ \ \ 1111`,...,.....±0 (n L� COPIES OF THE ADOP1 ED RULES AND IS AVAILABLE TO ANSWER QUESTIONS AT C4 GRADING PLAN •�" i ) Ex OIL TRAP $AN„ --- GAS--- CAS (E) GAS LINE 503-232-198 - THE CONTRACTOR SHALL NOTIFY THE CALL CENTER (800-332-2344) m� CATCH BASIN \ OR CONTACT ON THE INTERNET AT (DIGSAFELYOREGON.COM) AT LEAST TWO (2) �1O142'E 44J4' RIM = 2!936' \�� 1Y7 --T CFS TELEPHONE LINE BUSINESS DAYS, BUT NOT MORE THAN TEN (10) BUSINESS DAYS PRIOR TO C5 UTILITIES PLAN ,. ! I I COMMENCING EXCAVATION ACTIVITIES. -`' I �+ �+ (E) CABLE TV LINE 4*.r / \ II, EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND / ( A 1' ,, CO p p p (E) UNDERGROUND POWER LINE ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE LOCATIONS, DEPTHS, C6 DETAILS �- - .--:11 \ • - -7-----s‘ - 0 �' SCALE . I" - 20' d1 N AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE COMPILED `+a _�1 117 , \ --16,... ., ,, svIN - -OH- - (E) OVERHEAD POWER LINE FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER AND EPSC1 EROSION PREVENTION �� Q \. \ \ FRANCHISE UTILITY COMPANIES DO NOT GUARAN f I"t THE ACCURACY OR THE EX. OIL TRAP 4.�, \ • ® (E) STORM MANHOLE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITY INFRASTRUCTURE NOT AND SEDIMENT �� CATCH BASIN i ``` _ - " ` \ o' la 20' 40' >- O CC SHOWN ON THE PLANS MAY EXIST WITHIN THE WORK AREA. V IIID (E) CATCH BASIN 12. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS CONTROL PLAN N� // - �r' / `�'` ® -""�� / CITY OF TIGARD 8 (E) AREA DRAIN BOTH VERTICALLY AND HORIZONTALLY PRIOR TO STARTING WORK (POTHOLE IF / 1 I'I I---\_/ \ oh �� ` A 'S'y+•. , n CI- NECESSARY). NEGESSARY). SHOULD CONFLICTS ARISE AND UTILITY REDESIGN OR I=! ! Q \ \ . ` ` 4 . ' ,0- Approved fes) J Er \ - CONTROL POINT 3 A • Q fE SANITARY SEWER MANHOLE RELOCATION BECOMES NECESSARY, IT SHALL BE PERFORMED AT THE / �? ,p i ` MAG NAIL Conditionally Approved [ I H / < CONTRACTOR'S EXPENSE PLAN CHANGES MUST BE APPROVED BY THE PROJECT See Letter to:Follow O 0 (E SANITARY SEWER CLEANOUT ENGINEER AND GOVERNING UTILITY DISTRICT IN ADVANCE OF THE WORK I / Ex OIL TRAP �, �` EL = 22024' • �► ] Z, r , \ ATCBAS1N • / /• Y Attached ] - 1- 13. THE CONTACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES TO 1=17 j c "° CONTROL POINT 1 Vv. '/� Q (E) TELEPHONE MANHOLRfM 22381 / pLWORK ON AND RELOCATE THEIR RESPECTIVE INFRASTRUCTURE AS REQUIRED. ©� TRASH b ( HUB AND TACK , / Permit Number. Maole,-0045 -] 1_�_l {--E s-.1E (E) WATER MtTER 14- THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING ENCLOSURE -1 k_ ` �' _ EL = 224.98Address,,,: ti33oS Safe/, Poe:�rc 6kr3�cua� f I UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. CONTRACTOR ° /~ ! \ I /� By: 4 Date: 10-(8-tq� j� a 11 1 0 (E) WATER VALVE SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER OF ANY CONSTRUCTION CAUSED ', 1 -,-j/17 PARKING \ -I I 1 .�I1 _ �.,. 1 :. . -� •' Ct 6 'alai\\� U DAMAGE I "w- STRIPING, \ I I (�/ -tl - _� 1 / / CQ (£) FIRE HYDRANT I5. THE CONTRACTOR SHALL CONTROL PROJECT SITE RIGHT-OF-WAY TRAFFIC fN .`O Q nP / :. ,.,.. :•\ f I y, :I I I �" ItiO LL (E) FIRE DEPARTMENT CONFORMANCE WITH THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC - • I P N CONNECTION CONTROL DEVICES", "OREGON SUPPLEMENTS", AND GOVERNING UTILITY DISTRICT 1 -I� a• • • " I��I . . / J / /• _ + r U A (E) POST INDICATOR VALVE REQUIREMENTS. AT ALL TIMES, THE CONTRACTOR SHALL ALLOW LOCAL RESIDENT /•1�``` I I ,� V.� ..•; • '• \ ic l' Q �, (� / / l /53315911W �I I ACCESS TO AND FROM THEIR HOMES. THE CONTRACTOR SHALL HAVE AVAILABLE �. 1 1 /; • • �f S33 15.1'ula. (E) MANHOLE ON SITE AND USE A GOVERNING UTILITY DISTRICT OR COUNTY APPROVED, �\ I � : g..-..--. • " '. '`STRIPING, ► .•'9': • •9." ''` I I - S s. -f� ' ,`! 15.44' < > \J _ _ Q� ,� IH ® PROJECT-SPECIFIC, TRAFFIC CONTROL PLAN \�� I I . I " v . t • :. TTP. j I ' a O © (E) POWER METER 16. THE CONTRACTOR SHALL PRESERVE ALL TEMPORARY SURVEY CONTROL 1 -1 ` 1 vL' - 'v j ( V' 7p I j �` POINTS, AND CONSTRUCTION STAKING AS LONG AS THEY ARE NFFnED FOR cPC { _ 'IT-7,-`�f , ` ! , � �` / c' .4) .°/4` i / -/ SEE DETAIL 1 TCj (E) TRANSFORMER CONSTRUCTION ACTIVITIES. O $ cy i- / III - Sa�A 1� \ O QI I I FOR PROPERTY 0 U �n t`- I -1 1� I I ry '��!{\ � '�/�/�Ir BEARINGS AND 0 V❑ CE7 UTILITY VAULT 17. At THE END OF EACH WORKDAY, THE GONtRAGtOR SHALL FILL IN ALL IP �I / ' •,' 24 J / \ O /\1 ??�r - Q / Qi DISTANCES �� - (('� EXCAVATED TRENCHES OR COVER THEM WITH STF TRAFFIC PLATES. 11 11) `� {�{�! V fy� O v �sr �� / q'� Nr36'4�'43' a ❑J (E) JUNCTION BOX 18. CONSTRUCTION CAUSED RIGHT-OF-WAY PAVEMENT DAMAGE SHALL BE I ISI I III CONTROL v -1 1`i f ��5// V I /f rr? r / \ (] (F� RISER TEMPORARILY REPAIRED THE DAY OF THE1 DAMAGE NS EGTORTIME PERIOD GOLD OR I III I I-Iy \ MAG NAIL F -11 I /` 4/s/ �- ' I Obl AGREED TO BY THE GOVERNING UTILITY D TR P I (E) UTILITY RISER, PEDISTAL HOT ASPHALT MIX. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN REPAIRED 1 1 I>y \ EL = 228.81 • :7 . • �' 0 ` `'/ 0) ® VAULT, JUNCTION BOX OR AREAS UNTIL THE FINAL REPAIR HAS OCCURRED. =1 -I11 • \ k .. 'Cl Cf) •Q" /i ' ' , / ,ryry�- �� ,� O TRANSFORMER 19. IF THE CONTRACTOR ENCOUNTERS GROUND WATER SPRINGS DURING III 41L1 \ Y \ 474 �� C� .At/ 14�'� �� U� © (E) GAS METER CONSTRUCTION, HE SHALL IMMEDIATELY CONTACT THE PROJECT ENGINEER. THE Vis- \ \ N\ 4•) •°/v.. '�_ / 7 �`� O PROJECT ENGINEER WILL DIRECT THE CONTRACTOR TO TAKE MEASURES TO l 1- ( • rj GV CE) GAS VALVE ENSURE THAT THE WATER IS NOT CONVEYED THROUGH PROJECT UTILITY I L I#/ �,, f . ; \\ \ :, \� `�/� // �.� // .� /// TRENCHES. THE NATURAL SPRING FLOW PATH SHALL BE ALTERED AS LITTLE AS EX. 0!L TRAP I I y ti E -, \ \ 'd 1 ^ J / - _Q.�� ,y OCE CEJ LIGHT POLE PRACTICAL RIM TC 23403N - _, 4 ---.. \ . yj) > `T DETAIL 1 (E) UTILITY POLE 20. ALL PLAN LENGTHS ARE HORIZONTAL DISTANCES AND SHALL BE - -F { ;' \ i / �\l� CONSIDERED APPROXIMATE PIPE LENGTHS ARE MEASURED FROM CENTER OF '�wl I j , i / 1' - , ¢ NOt TO SCALEEkc Ci(E) UTILITY POLE W/ LIGHT STRUCTURE (EG. MANHOLE) TO CENTER OF STRUCTURE SANITARY AND STORM I V_ I ! s , �, A I- e":7 '74.:71/kS CD c o PIPELINES SHALL BE INSTALLED ON A STRAIGHT ALIGNMENT AND ON A UNIFORM A 1_ T `fid • �' c (E) POLE W/ GUY WIRE GRADE BETWEEN STRUCTURES PER PLAN. PIPELINES SHALL BE INSTALLED SUCH I I \ / ,� y v °i a THAT THE PIPE BELL IS POSITIONED AT THE UPSTREAM END OF THE PIPE 0 r-- -230 �I \ 7()\ei \ w '- rr,I- ate, m OIr---...1. )-,Qi-k 0 (E) TRAFFIC SIGNAL POLE SEGMENT WITH THE PIPE SPIGOT POSITIONED AT THE DOWNSTREAM END OF THEEX STORM MH I P \ Cj _ •LPIPE RIM = 234.26' _I- ` *� I C •c m �� oo�- (E) SIGN H CON O OJEGT CONSTRUCTION DUST WITHIN THE IE 36" = 224.56' �� N./ `�� •i '��!- POINTS \ I e z = D21. CONTRACTORS ALL TR L PR ` BATACK `� � ABBREVIATIONS o.- ® (E) BUSINESS SIGN PROJECT LIMITS AND NOT ALLOW IT t0 DRIFT ONTO ADJACENT PROPERTIES. 13 C)/ EL = 22990 I `� d °'~ 4 7 �- ��' C� A CEJ EXISTING ori '7 22. CONTRACTOR SHALL RESTORE ALL CONSTRUCTION-DISTURBED AREAS TO 1' C i'� ' � ' 0 / `� /' r CONTROL POINT 1 CP) PROPOSED °� ci) -�� `,c O (E) BOLLARD MATCH EXISTING SURROUNDING LANDSCAPING UNLESS PLANS SPECIFY OTHERWISE. * / \ ? / u) , / Q ! A !,1 , C� MAG NAIL (N) NEW fn .c= en `•j' 23. THE CONTRACTOR SHALL HAVE EACH MA I Et•21AL SUPPLIER SUBMIT TO THE O /" \ \ / EL = 225.08' AC ASPHALT CONCRETE �- �`•� m 0 , i• -..- U (E) ADA STRIPING ENGINEER PROOF THAT ALL MATERIALS ARE TESTED IN ACCORDANCE WITH THE �� 1 i BOARD / I � ' f �� , AC. ACRES v o o o PROJECT SPECIFICATIONS. BY ACCEPTANCE TO CONSTRUCT THE PROJECT, THE i ' ~' J I I� ; - L.L. REPLACEMENT ADA PARKING 4,• e •� ��.. ~ AKA ALSO KNOWN AS o a m C O CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB SITE OR \ I I INCORPORATED INTO THE WORK MEETS OR EXCEEDS PROJECT SPECIFICATIONS. \/� `� SPEAKER �O� I I I! BLDG BUILDING IL (E) OR (P) PARKING STRIPING .. . �. { PID., � I I 4 CENTERLINE m q ANY MATERIALS NOT CONFORMING TO PROJECT SPECIFICATIONS SHALL BE ;., E ( -� �7 CB CATCH BASIN Nilk °- 0 §' ' REMOVED FROM THE JOB SITE At NO ADDITIONAL COST tO THE OWNER OR v. " . ' +� (E DECIDUOUS TREE W/ DBH .° � / � GL CENTERLINE x" GOVERNING UTILITY DISTRICT. , \ �' : v, t' CO CLEANOUT 1. 'C) I- (E) CONIFEROUS TREE WI DBH 24. CONTRACTOR SHALL CONTROL DRAINAGE THROUGH THE WORK ZONE SUCH . _ \ \ 4' \• ° .' --I / �` �� GONG CONCRETE Cl SURVEY NOTES �```` x I' 1) THIS 15 NOT A BOUNDARY SURVEY. NO THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING I �` DBH DfAMtltf� BREAST HEIGHT (E) LANDSCAPING BUSH SYSTEM ARE NOT ADVERSELY iMPAG1 i v. THE GOVERNING UTILITY DISTRICT OR • LIABILITY IS ASSUMED BY ALL COUNTY EL ELEVATION PROJECT ENGINEER MAY AT ANY TIME ORDER CORRECTIVE ACTION AND WORK S i- �- C� SURVEYORS AND PLANNERS FOR THE Ex. EXISTING BLDG HT OR FFE STOPPAGE TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL ` it / , f �) I t Q I / /. EXISTENCE OF ANY EASEMENTS, FDC FIRE DEPARTMENT CONNECTION ---L L.L_-•-1..- 1, ---' f ENCUMBRANCES AND DISCREPANCIES IN FFE FINISH FLOOR ELEVATION 4 SURVEY CONTROL POINT 25. THE CONTRACTOR SHALL REMOVE PER PLAN ALL TREES, STUMPS, BRUSH, CONTROL POINT 4 1 j ((\ BOUNDARY OR TITLE DEFECTS. THE FH FIRE HYDRANT ROOTS, TOPSOIL AND OTHER MAIEKIAL AND DISPOSE THEM PER APPLICABLE EMA23 b ' BOUNDARY LINES, BEARINGS AND GUT GUTTER ELEVATION 0-' NEW OR REPLACEMENT CURB REGULATIONS. �;i �d,QO - DISTANCES SHOWN HEREON ARE BASED Htt HUB t TACK NEW OR REPLACEMENT 26. ROCKS LARGER THAN 12 INCHES IN DIAMETER, ROOTS, BRUSH AND REFUSE OF DCESTING c Com, SOLELY ON WASHINGTON COUNTY RECORD HG HANDICAP SIDEWALK / CONCRETE ANY KIND SHALL BE EXPORTED AND LEGALLY DISPOSED OF BY THE EASEMENT �. Q SURVEY DATA AND THE LOCATED HT HEIGHT W (N) RAMP CONTRACTOR, UNI E55 OTHERWISE DIRECTED BY THE ENGINEER, AT NO EXTRA I - I MONUMENTS SHOWN ON THIS SURVEY. IE INVERT ELEVATION Q COST TO THE OWNER. ,, CO LF LINEAL 1 L.L f '' . . :;;pn -^�:; REPLACEMENT AG „\ / ® : /' / 2) UNDERGROUND UTILITIES SHOWN ON THIS L5 LANDSCAPING `6s Cal PRIVATE STORM. SANITARY SEWER AND WATERliOTES / / EXISTING SURVEY ARE LIMITED TO THOSE ITEMS MH MANHOLE SAWCUT LINE \��\ 1 * 0\�N• /� EASEMENT VISIBLE BY SURFACE INSPECTION AND NTS NOT TO SCALE ALL ON-SITE (NOT WITHIN THE PUBLIC RIGHT OF WAY) STORM, SANITARY AND • PUBLIC RIGHT-OF-WAY LOCATES PAINTED ON THE GROUND AS OF OB ORDER BOARD J an CNJ BUILDING LINE WATER LINES ARE PRIVATE LINES AND ARE SUBJECT TO THE UPC (UNIFORM 1 THE DATE OF THIS SURVEY. SUBSURFACE OH OVERHANG .n PLUMBING CODE). ALL STORM AND SANITARY SEWER PIPE WITHIN 5' OF A 7QC7//.7 STRUCTURES, IF ANY, ARE NOT SHOWN. OSP ORDER SPEAKER PEDISTAL QV (N) BUILDING DOOR BUILDING SHALL BE CONSTRUCTED OF MA1 ERIALS APPROVED PER UPC TABLE ', TAX LOT 1800 PB PUSH TO WALK BUTTON 014-L f�/ /(5 3) UNDERGROUND UTILITY LOCATIONS MUST PED PEDISTAL (f) 0 1- CO (N) 5' FINISH CONTOUR / � d r ALL STORM AND SANITARY SEWER PIPE GREA1tk THAN 5' FROM A BUILDING1 $ BE POTHOLED AND VERIFIED PRIOR TO ROW RIGHT OF WAY Q cel 0l 1- (N) I' FINISH CONTOUR SHALL BE ASTM D-3034 SDR 35 PVC OR APPROVED EQUAL, UNLESS OTHERWISE81 0 \ ,,,/ CONSTRUCTION. RRT RAILROAD IN 0 J IE SS (N) SANITARY LINE \ / U "1- SD STORM DRAIN NOTED HEREON Q 4) THE ELEVATION DATUM IS PER SF SQUARE i S A IN / ,Z. „G3 WASHINGTON COUNTY, HOLDING SP PARKING SPACES J X O O (N) CLEANOUT THE CONTRACTOR SHALL INSTALL CLEANOUTS EVERY 100' OR 135' CHANGE e �� BENCHMARK NUMBER 223 AS HAYING AN SS SANITARY SEWER W111 DIRECTION AS REQUIRED BY THE UPC. CLEANOUT PIPE, FITTINGS AND JOINTS / \ • 6. ELEVATION OF 214.00'. S TRASH ENCLOSURE W m W 111 SD (N) STORM LINE SHALL BE THE SAME SPECIFICATIONS AS FOR PIPE ' / / TC TOP OF CURB ELEVATION m 0 Z Know what's below. j 5) THIS FIELD SURVEY WAS COMPLETED ON Fes, ® (N) CATCH BASIN ALL ON-SITE WATER LINES SHALL BE of THE SIZE AND TYPE NOTED ON THE Call before you dig. x-5-11 INCHES LU L a PLANS. W (N) WATER LINE a_ J U SHEET CONSTRUCTION m I NOTES C2 DEMOLITION a OF 7 D. PRE YE 4 PROTECT (£) IMPROVEMENTS ( , ` OR VEGETATION 1 D2 DEMOLISH (E) BUILDING �' 1 • r \ D3 SAWCUT t REMOVE (E) ASPHALT PAVEMENT ,, / J' I DEMOLISH t ERMANi=NtLY REMOI/E C� L� . �' '� _.-'y '' / .� \,,---c\„--if 1 D4 CONCRETE WALKWAY I Q Q (Y / / / \ l O I t -" / / ` / \ ,--"\V"\\ 1 \ 5 DEM LSH REPLACE (� CONCRETE o O \\„7.2.. / / ' ' ---,V"/ 1 r): WALKWAY z �� / /r \' �\ \ ! 1 „tr�1 DEMOLISW t PERMANENTLY REMOVE (E) a n /� ' /� ` /� / \ / \.._, DE; MONOLITNIG CURB 31Di=t11ALK w z Y O rx \ \\...-\ ��/ -�" , \\\ 1 \ .� DEMOLISHtREPLACER3=MOVE (E) cn ¢ w/ . \\/ / *Iv- � / \� • �� \\,....-- r► / ' � - ��/ MONOLITN[C CURB SIDEWALK o o o = • 4(I\� ;77 \\\_,,,----(,\-\\ / / � \/E - . . a a . ' 0. \�L�� \\,\_� _ It I`I�\� ir��3� �� l DS (� CONCRETE t0 REMAIN m \ V.7- \ \ �\ i i V REUSE t RELOCATE CFS HANDICAP SIGNS IF Q+�- �' . . ,,-•-) .„,,„ f .rr / ✓A ' \ 1\\\ )\."/-2‹.'-'7"- \. .--- -'•<" -\• -. ". - / -�\4101 �'r=x-�x s / fdr' �' REMOVE REPIAGE CE) DRIVE ?i-IRU t�\iQ` �d c�.i / a / P P DIO z 1 _ s r o / • .s " . P , P F' P ' // ELEMENTS a o f III_ __ t E _� P Q 4 A t l _ _. - / --� �- ,� �� -' DI 1 SAWGUt t REMOVE CE) AG, O B a_ c� -i �¢ 1 I c / \ • /:. / 12 PRESER�CE) LITYR P PINCs A3 MUGN A3/ v> Q� G d .. � / / D 13 PRACTICAL FOR Ri=EstABLING (N) �f w •:II Fp- 1.1.1 CONNECTIONS t0 (T�ll EiIIILDlNCs Z / ° Q / , > / • / PRESERVE t PROTECT (E) GREASE • - p • A Dl3 INTERCEPTOR AND REESTABLISH 'f I .---7-C-: � ,�,/ / I CONNECTION TO (N) BUILDING w A J ° 7 014 REMOVE EXISTING TREE �? z DEMOLISH t REMOVE (E) CATCH BAS[N f ,� 1)15 PRESERVE AS MUCH I CE) STORM DRAIN -21 - T D? -� I PIPING A3 IS PRAGtICAL TO MAKE (N) . cv m J N ,. .... ..._. .• CONNECTION TO RAIN GARDEN OVERFLOW • IV Ql Q a I / / / / f / PIPING. Q C� LIJo / t l / / Dl6 DRi AY APPROACH NCREtE >I o A • / / // / / VEw • 4 / I �`' ��} Dil DEMOLISH CE) CURB w Imo- r' o / 1ry '. / J Q V r / / Q o J w / / Lr / / Dl F cn / / / / I / / DI / f ;r fCNI f s / E } / 'j ©3 / / N / CC i i ,,.. �� - z / : /..., —0— \ i,..._. Fr: lit , -Ai/ ‹ cc d ,,.„.- / \,.... Y \ i r` DI / 015 D14/, / • 1 ate6 _,. .. � � 1 D3 I�� n • / till f .,.5 • f D3 l Dl ; 111 '11' Ir:4 __ S ..� ir ,� �p / `. s / D3I 1 ' , G O /_: A i / atakit— 1 L ' 11A , 4 G 4 ♦ ; sn - Ly.,�tam_ :disk sDi ."1/4sr• D6 '' Dil ''A \/ ,S. \ U / Ile \\ - • A . ID .d G ?� !� DS q t1 t.,.. por a j �g V—; �� a ° D9 I �: SCALE = 1" = Io' } :1;:::2°I.°C;4: \:„...),, „,,,,:zr,1„, , . ., • A \ 11 / p \ / / A .. . s• ��. ” .. O 5 10 20H LU ♦ J0 \\\ Q . \ s \ / DI <7:L7-\- .\ \ / \? Z D • \ / \ / " '-'72'-' ",,,,,.,\, 1 / \ A \ 1 D SSD SD SD SD SD SD SD -- "� N.°\r ... 4.� / /�/ A I GAS _�i • \ 1 0 `l / 1 / I D12iff 1 AI Ilk 1 / 1 li / / iiri / ti <� \ 1 l / \ r J C I / •AD4 4 I / ,�--/ —-- — -- — —'I"" ry I I I EXISTING TACO D5 , \ o v eon,l r/ I D4 I SELL RESTAURANT Q • �' ,� f� �_ I / / I p2 2,020 SF • �,M r. T -' l..--- v1 II ry` ' 0.2,. • 'A � p I. . • 1� C =_ CO a �' r F. • r' I ) �nf 4 f C \\:;E; � ,.. y D10It. I AIL. • ;Ito,` P / I P ,. < ',i D12 pl2 I Li f 1 m °a Ai \ ;1: a ° _ N\--7-\ / • • \ DS �� ! D3 1)1 -- 3 144E—,.,•"') ‘ \ :\ DI Di D3 D12 I, D12 s n' DS Dll Di ` / Dia - - / r )�� Dl�l D4 D! 0 milIN 1 41.114 11111111 7- V \ i ‘(' ," '7\ \ \\ _,-- 7\ - -\,--r.--7. \<11 1 ' 7'- "V \•\- -' \\\-"'‹ -111IL% 7\\\ \\\_..,,,7\\. V> z,\-Z7\, ;. -'<-F5 - . i; \.,'-' -------\'''Vr:Z\7---.-V"Z"\\Z_. ..Z:....,\ \ \\_.-'77,,,V\ . C"/"- \fe .\.\_z_<-_\. D3 D3 D1 I ,- // _ I D1 p -_____ .-ter-_' -- .__. . _ - f "w -- Film in A ---17•71 r, 0 _�_____ P P P }� . T r I I. i -- �H ----- OH D1Z _ :x,, P D11 r - H 0 •H -- OH 0_,H„,-----'--- .0 I 11 r T T ------ T —� -� r _ _ -- —I in CV 's W _._ Av yt� _._... --D 1 -W• -----W- f -- - W W - 1 W .� W D4 -' -3LW " 0 --�- •- O H �H 0 H~ 0 OH -- 0 }� 1 � • (13 D16 • �Q 4 p16 . A '4. / a ° i1 / Q ._ A • I •,._ DS A a A 7 ° - 4 A' 4 ..-..-"' ' O J (Y �4 Gtr GA5 • GAS 5 -- • GA • GAS • GASS GAS �.'<' t(GAS � a .GAS. °GAS n Q I. / A. 4 ° Q ,, .o AX O , 4.. D16 • A DS • / 4 Q 1 GAS Q GA5 GAS G,$S GAS GA G S GA5 GAS GAS GAS~ G V <� 7. T T I T T T T111. T T T T T T - T T T _ - T --- __ T T-...-7.-- T T T T T W 0WZ D3 41)' Di i D3 T T W Z g D1� W !L SW PACIFIC 1-41G1-1UJAY 1-4WY 99WLi V i SHEET m 1 CONSTRUCTION NOTES • C3 1 (901--)„,„9. SITE PL,4N : o OF 7 C SI PAINT "EXIT ONLY" WITH I' TALL WHITE LETTERS. to , i1" n S2 (E) STRIPING TO REMAIN. REPLACE AS NEEDED W/ STANDARD 4" WIDE WHITE PARKING STRIPEINSTALL SIGN WITH 'VAN _ ,% Pwl ' 4. 53 INSTALL BOLLARDS. SEE ARCHITECTURALS. ACCESSIBLE" AND THE �� INSTALL SIGNS WITH THE _ (1 < E E INTERNATIONAL SYMBOL OF INItkNATIONAL SYMBOL OF u�w ' 54 INSTALL 2 ADA PARKING SPACES W/ FAINTED ACCESSIBILITY MOUNTEL) ON ACCESSIBILITY MOUNTED ON PARKING CURRENTSYMADA AND DETAIL I/c3 AND I q q BUILDING, PER LATEST ADA POLE PER LATEST ADA 61 MOST REQUIREMENTS 1� 1 INSTALL PORTAL AND APPURTENANCES. SCC 6 I REQUIREMENTS. REQUIREMENTS. 410 \` S5 z ARCHITE:CHTURALS. o 6 0 Ki. INSTALL MENU BOARD AND APPURTENANCES. SCC G, S�' ARCHITECHTURALS. �� c� U /� < 1\ ��f`�� SCALE : I" = 20' 51 INSTALL BICYCLE PARKING PER DETAIL 2/C3 a U ¢ n 4 14 . O' 10' 20' 40' O�A� • ` 1220,.` . FOR ADDITIONAL CONSTRUCTION C \ GRADING NOTES, SEE SWEETS C4 t C5 c`4 4,�` Z s ,0�$ N_ ` tet \ \\ C Z 2 a_ p c; A. –1 �2:6 MAXIMUM SLOPE \\ - y� /��' 1, a IN ANY DIRECTION `- \ `- �P 4" WIDE BLUE/ \ ��i �� STRIPE, TYP. (ACCESS AREA) VISION TRIANGLE 35' x 35' •-,. LIJ �?, 2% MAXIMUM SLOPE 2% MAXIMUM SLOPE \ - 19 IN ANY DIRECTION IN ANY DIRECTION N. `jam l La cv z - 3' .. •••_ .. a < II 7 " -N. \ 1 D? 36 X 36 BLUE STENCILED 4" WIDE PAINTED \ `, / I •• cw 0 _,l SIGN PER LATEST ADA STRIPES (TYP) \ / 'd-: is N Q? Q c� REC JIMTNT3 WITH BLUE OUTLINE \ ,•••- Ai a Q Ca (INTERNATIONAL SYMBOL \ ( °. j z 0 La OF ACCESSIBILTI' — ----1 O s i r /may^ / } _i H ("Ni t.\,.. Ns..N.... CI Li (ALIGN) I.. t • \ LLI "' / — U J (J] T (...... i L.1: ,:\... . EQUAL—EQUAL. 8' - ' 9' 1 • ' 1. ..\Y. ° ail • r- -- - _ - J -. [-•••,,— 9' ' ~- - °w.— `656'44'43''E 160.30'— -- -- -- , "� 7 y M r01 „(- - -- ..-. _. - w \ 1 1 Oil EDADA PARKING REQUIRE LENTS N.T.S. y t ,,f 1 -,..-1-s- 1: 31.1' \ V \ ‘1-t-> N Ci I CC ? N gs --... . , ° H k\tc , I N (-------------vi , _.,'" Eg i _72:2c) \ •., i A OS lel 1261 I 21'5°1% \ 1 \ \ II a I / I283' il t y �9 ' '� 1 \ t >- w a I -- ,,ry '%,. li 'N, • ---. IN U..1 1 1 4 •,' = II- 0 1— � , 54 I - •' . � U a ` N R 0I- , , t t U\ :I ,\ • S 1I N.` V :r. - i � ° rEil \ .� 0 `: i 4 114 0 _,t t5 H o 14 P 4114. 1 . j fi .. IL I4'1* mo'..'-.�'.=' ! . :•, , �- 53 , , \N t I ''V + �� -- 24.2` \` " ,' 111 In \ �� r' I f tt C n � 6 1\ \ � on 0 _ 13 R4 —1--- 1 1 ,i d file ;co -- 6' MATERIALS LIST \ 2 ��. �- - -' 16.2' I ' \ � -Li ..v n (IJ TUBING - 2 3/8" X .154" WALL STEEL TUBING , \ 1 56 �I 2 :tl \ a 0 •a)(j x o •xx O 2,5' o( ? ( `MO' 5:7.5 © (2) SURFACE PLATE - M 1/2" X 1/4" THICK STEEL t` rs \\ „ `�IIID I T 7 a PLATE WITH THREE X9/16 hiOUNTINCs HOLES TOP VIEW QS7.5 (3) M 4 \ r r `2L- _/ . • ° { . .t^ o 4 ;kg OUN1Eu WITH SIX 1/2" X 4�" STAINLESS '� ----- '-.-- .---' tp ,s, , ., 5 2 STEEL ANCHOR BOLTS (CUSTOMER SUPPLIED) A I re I � O �d2.387 _ __ --- ao n \� 1 JP :\ \` 1 ° (-1 \ \wz r t f e ii----� r—� ,,\ S56,4314�E \108.0O' I \ \ 11.111N 3_ i BIKE BIKE BIKE BIKE BIKE9 2 3 4 5 /. \ ` ` - ,� l \ � <11LI Elm g13 \;. N. \ i\ \\ \ I.. I ___)) _i... N to '7 L3.5" RIGHT SIDE VIEW • j ....; :N f r' I 36J CO FRONT VIEW / \:• : I®I• 0 J " (K UJx O VISION TRIANGLE 35' x 351_ W O 111 Ln CCmcpz W 0 ILI 1-1-1 M 0. 00 BICYCLE PARKING DETAIL W w a N.Y.S. .716 u SHEET m I --Sidewalk width ,r--- 4� M _ CONSTRUCTION NOTES ..al, C4 (See genual ante 5} ,. 4 Driveway pay limit "Zone to match extg.driveway _ r/. TM `"; c (if monolithic,Include adjacent curb} Length varies air (See general note 6) GRADING PLAN CD OF 7 :''':+a •":S`.•r+,-- /r /�. .tea g , el INSTALL ASPHALT PAYEM TIT PER DETAIL 5/C6 () • ':•:-;•:-:_-:,....„7,m,,+,6,,.......,,*".......--„_.. i. a� �; ,,:.,:,..�aaa •r• aa+aa• a+:ar+••- •t' a + q,+� �. 20'"landing area. - .', ':7'-``.'.:'•i•i `it.'T •+ a 4•� .♦♦«•r •a•f a r iPR r /. «.- 'Ca .•. as « . .a► . .•.raa. .:..a. ..� CONSTRUCT CURB PER DETAIL 3/G6 :':::::-''=' -:;' •••af4 A Rr •.r•••r•♦ri.+1•C•::•ai«•ra'r••:• . rarer• ..`.i•O r' ... f--0 R Use max,tRridth feedbie •:'.a +1 4.4,6•1 1A ❖.r rv1*•••••o.R•Y'r+r i. xr�r+a•a •*.....aa4rraa•1`rra� f r 2 a �• 1..7.0 a`.•••a r�ai .... :.:. �,...:.•n+��r�a.�y.•.•ai+i•: f'••airr• i4�,if '. 'vrs'Y Driveway (See general note SI R5' prtt + ----;L....1.'4`.•a,�«r•+�:'!� :;.+; ;;•.:: :`',.._.•+ ;:,:; ``;: +4,:;•q4��s: 4 � "'.;�;�. ;',�,: +`* am exposure Cx3 LEAVE I' WIDE GAP IN CURB, FOR DRAINAGE TO RAIN r! , - _ .."'"41441::.::::** ` ..�r ar.•4. .4;4.- • "4�•aa �« • f yk' lie exf osure` �/ t 4• aa+rasrr a" /✓ •� •a•�ai++s4+•a aaa►rr•a.r• ,�'••. . _() norm. •' Thl'ilt1I'f,�rltl 'NdI�C _ SIO�I �'2°rh'iktAFFYI, - IrllaJr C±dr $ GARDEN (TyP,} •r«a•••a. :•R' Rte'':•:+.'•❖a•i•s:::: a+ ,, tea. i..- ��Maf•:......as•1.s4`+�•4• �Gt°lTi:i�•4y,'arl:i«A.i''i •`*� (Y'a max,) . (±.4%maxi)' 'iti slope 0;1 Q' (L a.+K+:*.• i:•l11:i ♦•+!'iai r`a4 or+J+1 ;° & S 4-,,,,,---41.--/-4,----,./....,________ +- a•'V a . ra•a il..ar ear"a•a*. - + Intervals(SAC) Q /� « !«• •r iia•: 7t M Slope 1.5%a max, i 1-1 a.� `•❖0,, ••':t::•:•:•' • p C34 CONSTRUCT SIDEWALK PER DETAIL 8/C6 IV' * ....a Finish a tes5 tlyTl 77, ..4°l�flnlhed#4r.` 4Ipl-•1� 5iop mal sidewalk crass slope}' .'rt�r ' grade 6�fi desirable . . . See general nate 7 rr/ rnax. (iS O 1 o g .xr. ma%� }_ _ CONSTRUCT ADA RAMP PER DETAIL 1/G6 Z - ...:,:;:44:-.....-,,,,,,:•:-:-,,,- jyg -t Slope varies \•-r- (12 - -fi max, w tail 7 cs, a• i..a«aaaaito i s�s L T - - Z Z Y O rq .X.X.:4X5,4.*:4: +.4*,.,..,<<' E Slope norma i:r 7k INSTALL TRUNCATED DOME DETECTABLE WARNING PAD. aR• a♦a Y'i' V.".%•.•« -• Ii� See:geticraE note [7Ej w () a+iri•ra*re�i•• a•«`a•A1�3i NV."a'•iai♦iaia•••�aai•ri i r r G CC 41.4:6aa:••a44.:IVA a.teg'F'aaaas• i.•••a+s••:.•a•.•::4$ '.:•:: r-.. 9 a'S �..�+ sa•,rb••rr4••.sr`r.+.•.'.: a•.•aorr.•:•:ra•..y::,.;:;. "preformed s U31= APPLICA6L3= SPECIFICATIONS PER DETAIL I/G6 � ate © s a+:av• 4..w4�.• +'rraa 4a 1f.r• a.«•.a4r - r: - 8%max,change— ♦a a•a.r'a• r.a•. sa Ns a ee4.i•.•at,r•.s •x.:.,, ., ... rw� = P- %I� •a rr r1 a41�aT.♦•� Vir t rJ ci o Q .74 P- ull OPTION .ra•«4:',Waa4•aaaa4s r r s ::::::ra::'i:°a'a.�T{� 4 r r4•a. ze 1 n slope 0 1 Gi CONSTRUCT EXTRUDED CURB PER DETAIL 1/C6 4 ' ! F .a-Wil as+wire a4.... `.o.4..rs.o 4....0, . r•►-*.a4a� •a••a.•aairs�i�•rr►i•,a s• I^ - Intervals�(CRES' 2� c a;•♦.aa4a•aaraa«a, PARTIALLY LOWERED SIDEWALl� ,�.�� ~"a"•• ''•*a•`+•••*•+ Curb rP.C.carcrete driveway, SECTION A-A 7• s ..nils_,:.• type vat, min,thkn,as shown, �8 CONSTRUCT CURB BUILDING PER DETAIL 6/G6 G� ��\Q�� `r/i�r, 5e general note 4} cu.as dlr. (tiP �rrr/g 4 - G9 INSTALL CONCRETE PAVEMENT PER DETAIL 4/C6 ��te \��`: �4.' �/� �, d$ N ALTERNATE SLOPE CONSTRUCTION 1]ETAIL z 0 r CONSTRUCT DRIVEWAY APPROACH PER ODOT -- a) • , J W Sidewalk width ri' „" CY10 STANDARD DETAIL RD1351G4 ,�,� y /�� o (See general note 5)- /`-~ -•- ,, y;,n Zone to match extg,driveway SCALE : I" = 10' ��~ a >eF (See general note 6)• REINSTALLT SECTIONT PAVEMENT. MATCH EXISTING �`�, (�� P w J o Length varies CTI IV lib,. , �i 5 mlrs,between dwys. f` / ' �vFz ..-:-:•:-:-:•:-:•;-%,..4.:-K--,••„74:4,-;•,..,,,,,•,.` ' e / G Driveway .t 20,. ., / / 7 'landing'area / tv / s"• I i exposure - v' -- -i•.r.••a a:a a.`a•+•w•O••+ / c`. ,I ,- ' }-�: « i•1a a a'a'.• . • ..� �" ' / af. C1�norm, .�` - .. 1,��max:-change 0' �✓� 10' 20' LY_ a•.••.•• ,.a+r.• .,r•"ti*.» _ r Driveway payIlmlt Slope norm, 9 a..'. .4aa'i+e'«s`•:rL+a'a• .. I sE' , if '.•a * ••••ir .A.•..suer�j4•r.a+ .0.,,ga .� s. { ,�"max.) `In slope -.�� •ii`«'i .9`•r:•i•" «:da:�st7 a'l ••'dr •s ii•'a:`4i 4•e�s `"' / -- - (if monolithic, (_.4%max.) ''''''-:•:-.-:::...'.r4«4:,.rraaa+a aa4.sr.Tarr ar ir•+•ra•i r . ••°:a'•+r aa•,. • ♦a -... w e to intervals:(SAC) ........... , • .-.• r.'•r. •• e•arti•r •a+•i:«aa4a Tri*5'.,.•r•••iir4Y:a#"r•aa4 �a�l+4•��a+a•�aw+ias'a••""""' •�' ..;... F&CI4J{JudeadjacentLllrb.� . . - • �„•.aa�aR. a�•r.+:*0.4•♦ roti ar••.a•af saa .1y+�la•s r.ara+Qa« --V_ FInalsI'1 �1ap�` �e S max. - _ - mm s� aR, Ra«R•!•R .,4.or .•e•+srrr•rwral�r NI W.•.•IV.O.Vw<w + .._ ... ... . : ..... .. r _ �r 01 s}4• t••••••.•$••••••••ra: *.�.+•r•�r'O:.:'«a.'i:•s'.°ab•* Tits'i+.+sarirr•«•sraaar�i+a•.a. . j / Q • 4o. . rraa wr•+r «a.•+r+a+are•a;a leas•..+a•a4ar«•er ♦4. r'yw v.v... gF. L�' (Max, .�.`�finished5L1rf Ce5Et7(}2'J 1_. ) :./-• • .-� ..:•`. Q II , •r a a rra4a•si0•i.•salr+r+r'+:'r'Y:'a+:• a.• `.ria••..eass•ir•aai•♦•ra.ai:•:•4 • •ia♦` 4,_1Tid ---°- I - ' ra++: •.a.:aar•.a..r,aa+ a :a+.a•aa♦ :: rraa •a r R 4y�r. . Normal sidewalk crossslo e). �3 r : :. CO .saa:;«..««.++s4 �.a a•.�.••'aasfa+r••ra+i'rria La'•00`i•Or„ r a!•.rs 4 •a r4rarla r. i r. �r _._��- "� J ' - •,� a«• «a4: .++'+'+'rs'ra .••:•.•art! a4• ► +r•ra: •:::::• I j �f. z - ..�r.r r•r o. a.r a• `aa :..• •1r 510 varies _ f.,'t Cc .. .. _ ..... "�.,-^.�-..._..,, - _ ... _.... .. ..._ - 44_, . a ♦a r•a•:•> ,.. '•' ♦►4 r Oa•'••i•i wawa l♦ r•r"r+r+ ♦ O.rrtaaa'!ai'at•:: ':::::= .1 _ --� +- :+♦.Xtra•• ars+a, arR ri• a♦ ••Rrrr ofd"_,,..•:•;.-.'.' .'.• . ^., �1 ,,.. •r-.+ raa r 4 ,1e•ar•a�a•••r«oa««+4a • « •f • .•.--•.:•:. .:•.•rr:.•.• -a • - 6i{�$ w."asaaa a . +awe a•r• ••ra.•a +.•4!•a• amax. 1 i -�I as : :*a:R.6.40vteras4.•a*r4ri'4•:.•r•a4r4•♦%.,'i 0, •,•..•Q'..::^:':-:...'.'..._:};.•.: hi. l%normal - - - / - .. ...... . . - . . _ - R• a-a*r.aa.4aaa«•r.a4.aaaaa s.1 :- .._ .. (' ( !�.3/,'' .'a, r+'sara«r•aa.ra.rraa. ♦ . a�' j /:�� m � ..•raaaarasaar4 • ••••a a« ,r• -. ...._ 1 /f ••x.44*aa�4�•.4raaa4•raa*r a. .._, od general,i note 7 r •.•.V46: • r -.. k"preformed filler See general note 7 <Y_ ..-.�, $ ::_.:-::: y s ... .. N * ,, / CC w0 O a W ao� "--'-____-•-•'-- �: ;'. t- in slope. t0' f e / / > 2 J OPTION G "' 0'r E/ ��`"s I. Curb type var, E'.C,concrete drivcy;aY, Intervals(CREST) / ,/ / / / O min.thin",as shown, (See general nate ) or as dir, J �' / , z FULLY LOWERED SIDEWALK �f SECTION B-B / ' I- r o / ny j ,, U lel c,u[.too*: o. SIA aASttttie xlioxt GATE. z5' lr2(l17 N l r' J Q GENERAL,NOTES FOR ALL DETAILS: _' Sidewalk , / j 1, Q J W 1. Entails are based ar.united States Aeeess Board Standards, ' a o-rc, AU tnxlertai Arlo R:u-atnarsfilp i all tos Im•tcat,Esncr*dal f. / /� tJl Driveway a limit ! / r r. Gr:l y use details allowed by JurisdiclEon. , � y f� y lir a.4a�s:ax,dant4gacl[leaclra,s 1 i . width, wru driveway II •'• (If monoilthlcr include curia). on dans or as directed!driveway width,driveway slope,sidewalk wl crtrb ear Y F adjacents / / 3r The faEiowing dlrc�enslans areas shown pY Y p ! project arcs for details net shown) 7h selection and use of this / nr.: / exposure,landing area ler gth and width.See proper plans for details not shown. (Seep J pfIOREGON STANDARD DRAWINGS n ,,, p gStandard Drawing, while de- s f / / / 4. Curb.gutter,and sidewalk types varies,see plans, Slopae t,S%mut, signed in Accordance with` j v; / Sec 5ld,bws�s. R177gt7&Rt37()fi kr curb details. l7CURB UNE SIDEWALK DRIVEWAYS 6rdeta s (Max,2.016 finished surface slope} / generally accepted engineer-see Std,Dwg, RD720 for sidewalk. El f [Normal sidewalk cross slope} 9 �' W 3 OR ALLEYS (OPTIONS F &G) , • ® .. / CO S. r:•unobstructed clear passage with slope 1,57 max,(hoax,2.0%finished surface slope)Is required behind driveway apron, ung principles and practices, f / :S7 F, Where existingdriveway is In good condition,and meets slope requirements,construct only as MAI az moulted for satisfactory connection slope As%max, ODIDT HIGHWAYS r j is the sale responsibility°, / CV Q with new work., (Max. 8:35 finished surface slope) S�•[,, 7, Cheek the gutter flan'depth at drlvcavay locations to assure that the design flood does not overtopthe fuck of sidewalk at driveway, ' the user and should not be / / `� y (Ramp length 15 max„measured 2(318 f • • ut if overtopping occurs place an inlet at upstream side of driveway or perform other approved design mitigation, along finished surface slope) uStad without consulting a _ Rr;lslau ra suit nate \ / / / // / V 8, Tooled Joints ate required at all driveway slope break lines,. Registered Professional en- ! f 9, 15'min,of the driveway behind She sidewalk should be surfaced to prevent tracking of gravel onto the sidewalk, W Width of driveway sneer. / 10, Monolithic curb&sidewalk shall retain thickened edge through lowered profile;to accomodate driveway use, See Std,Dwg,R0720 for details, E Curia exposure .i[ / G2 vi=rib O RD735 �'�' { I ! .f, f� Effective Date; December 1 , 2417 - May 31 , 2018 li,� i _ 1 \1 JI , ii /1 < 6 , / i 1—, Ira , _i / ) , i / < P sr�,� i • r l •• - #i j i BTM of 0_ ! � // ! / 11 f ® POND EL = • .. rill) as cs • A 1El w r, 1 — � � y I ��i �•� _ A 4 A-loot ' • 4 —� ~ �., a U \\ . / /\/ A ° � ® 1 U a N ./ i kly .., \ ) 1;iill' \ ',. / .• / \ / - SEE SHEET '' y 2,, u-' \ / C5 FOR RAIN . / Ill C34 GARDEN co / ,�.` �� \\ E ,. GONSTRUGTION . 0 in / If r \ / \ \ / \ / \ �) D SD / - SD SD . .._ . SD - SD SD E v :C) "ft o 1 64 G4 1 if \ / / / •s / \ / l - , ; `� / \ 1/ l/ I 4. W i , / \ / n / e u) t / O _ - n f \�.�a l� I / (N) "EXPLORER LITE n 0., ^ �, ` t �' ,f 4 / j MEDIUM 40111 0" 0(19 c c= ori' N. co 1 `'' / I / 1 TACO SELL RESTAURANT c •v w :1 4 - -' �- _ _ - .-- ti -' ,, i // F<_ = 226. 3 a0) v) �.. o / OM , / ° /I I °� �w ,� o U \\ o,i v I / / Ln \7c\\,,,.\ am\ • , p .. .,,,K. / \\ _-- '--. . 0 V) 0 CL ° ® /\` a A-. . : �. — _ _ — Sid1.,. �1 SU..:..... SU sD \V;Z'1",//711 Q �E .A - G8 G8 \-FCTI (It-) -..,,D 1 0 m'l''' , - - \ A d • +<°�-.- .�^'"� '""• 4 LLL 'y !' r Q r \ p / -I C39 �� A \ - . 7 , n A e,7'`,.. / 4 . 4 \*A n ''\ /\\\ \ Z''''. A 1 al • • ' :7\ „.„,\ iii _ � .- � \\..--- � - •1. inj ��%� .�\\,,,\ \\ .. 1_�\ �\\�\\T .7\ - �'�\� � L_ ` �..Zs-�\f. \., \ . \ice --"" W / I— to .,------ - --_ l- '- " ' 11It.lw __ _ y ........ _ _ ,...„ % / f — / — r ^" r 11 r ,— GI Cx1 f - If J 1 J — Q � � Cal e _ s'el / _ - _ -� — ._ ti © \- _ _- _ Or01 r r • dd d p Q / p '�R� .-- - �. t p p. CO n 00 4 i �° • ° ° 4. ° ° • A / p Q , / •a / a p. L a / . A A a '� A a O c�i Q/ G. �' 0310 A `-*10 °4 a A p j • A 4 • f A f} 4 d� / •A 4 A 4 a `� V ,..,.I /` O V r- n y- -� ig S. - • ; Lit - u ® 11G11 ® SW PACIFIC 11-I1G -1UJAY - 99WW1.19 a mo 0 1_ Q- u SHEET HIGH DENSITY RITE OR m 1 6" MIN- COCONUT r'�ATnrvG; FREEBOARD CONSTRUCTION NOTES C5 OVERFLOW"TO 3:1 (H:V) MAXIMUM SLOPE CONVEYANCE. MAINTAIN UTILITIES PLAN : MAXIMUM LINEAR r DISCONNECT EXISTING SANITARY SEWER SERVICE SEPARATION FROM ALL §{ A U1 LINE FROM EXISTING BUILDING AND RECONNECT TO o OF 7 STORM INFLOW POINTS NEW BUILDING W/ PIPE 4 FITTINGS PER UPC AS FA . NEEDED. SEE ARCHITECIURALS FOR BUILDING UTILITY , lit- tk irlpLit/ CONNECTION POINT. yyee�yy , .3. ' U2 DISCONNECT EXISTING GREASE INTERCEPTOR FROM "` _ , alb� ., v s , "(t 11 : 11 II�-. I 1' MIN EXISTING BUILDING AND RECONNECT TO NEW ` m. ,y t aiMillm 41 ,. LEng,I di r` ---I I --T 1 I I h BUILDING. SEE ARCHITECTURALS FOR BUILDING I l=1II { • r�"" litto P " s>rl l -)r �IT - -�I� -Ml TOP OF UTILITY CONNECTION POINT. 44 r r .. ,,' -, �... - ~'\��\ FREEBOARD 0L 4. ;,'-- „ t, r - .":=1111111-11""=11„H '" 11 \/\\,c�\ -�I 1' MIN DISCONNECT EXISTING WATER SERVICE LINE FROM I I-1 I 1 I I=1 I - -III I �N 11 �I-1 I f-I II 11- R' .`�" NEW SIDEWALK '�� '� 1 EL = 225.10 U3 I Q 0 :=111 1 - 1=1111- -11 -j--111-=111j1i 1= I1= 1 ='=ii I1 '-"' I = TT,IT I [TM 1151 t8 MIN GROWING MEDIUM --- _ BCIBUILDING A Cs AND TURAL NECT TO NEW 1 - t1._ :111 I I i - �T_ I -i .! ��' PER PLAN - 6"_ TOP OF \ BUILDING. SEE ARGHItECTURALS. a I - 1-11 =I11---T=111=11 -,1 1-111 =1T 1- I __,T___-4,2!;3&-"\x- 1 WATER \`\� 1' MIN ,�� Dee / U� DISCONNECT FRANCHISE UTILITY SERVICE LINES FROM Z a .. 6 11=I 111 11=1 T h 11=111 - m'1 I�I 11.-11 I 1 11-1 I I- . EES / - /4 ) 6 ,1. , Q oLu EXISTING BUILDING AND RECONNECT TO NEW w `� ��'�• - _ � CLEAN CRUSHED DR N ROCK ,� BUILDING. SEE ARCHITECTURAL& COORDINATE WITH Z z Y p Ll-1HI: )1Eni 11111 -� ► • BTM OF RAIN ��,� L.Li r4",&-v:WEL * f , ; t \i EXISTING FRANCHISE UTILITY COMPANIES AS NEEDED. 1- 0 U cc vo, � �.'a==s r� 3 c ! :i.: ! ++'•wt �tr 't: s. DEEP.�l_t/Z" _ 3 j�4") GARDEN �j,, q ASPHALT e F ¢ in Qg w n. ` "` '�"' Mtn; �' �� ' 'r CLEAN! CRUSHED DRAIN ROCK EL = 224.10' �\ DRIVEWAY •� °� INSTALL 6" PIPING FOR ROOF DRAIN STORMWATER w z ' " + � VARIES ,� I t U5 CONVEYANCE PER PLAN PIPE MATERIAL PER UPCU ¢ ;+r ' �"""` ' � r \\�� U6 INSTALL 6" Pvc 3034 PIPING PER PLAN 4 , .,. .�_„r�b�. . . OVERFLOWO DETAIL 2/C6 A` a 41411. a \\ co tt\-..,. .4,048,,t. r '`___ _ .�: CONVEYANCE - 'Q� NATIVE N N5 ' 'te r �,. • /se '��a,� , v/ •� FOR ADDITIONAL DETAILS SCC ul INSTALL AREA DRAIN PER DETAIL PWG • L5 / C5 • "ty S1: B' RADE NON STRUCTURAL PLANTER / RAIN [tom �� a NON--WOVEN GEOTEXTILE GARDEN, DRAWING NO. 191 SHEET C5 SCALE : 1" = 10' CONSTRUCT 2' WIDE CUTOFF DITCH. ENSURE POSITIVE zo T FILTER FABRIC US DRAINAGE TO AREA DRAIN. o- z o^' & 0' 5' 10' 20' U9 CONSTRUCT RAIN GARDEN OVERFLOW PER DETAIL ., /�-S ,, o DRAWING NO. 191 / G5. PRIOR TO CONSTRUCTION 4 dllk � �� a CONNECTION TO EXISTING STORM SYSTEM, RAIN GARDEN SECT ION mate i 101.4.3 F;fit;his _c,,,, S4 o r w. g ewes. Shall 6� Lti._ t r� CONTRACTOR SHALL POTHOLE t0 VERIFY LOCATION GS NT.S. '� $aw++� as Spec: :e • car, ��•� :hf Sewers �r< < ELEVATION OF ID ISTING STORM PIPE ` 5 e c�t o 4. '7/5.0 /06.':1) Ops( CONSTRUCT RAIN GARDEN PER SECTION 1/C5 4 rtLazit U10 DETAIL DRAWING NO. 191 19 • llot .4.4 cle04,0u-is Shat( L . Yetu,,:rrtt. cone. in5+o. (1�� as �e.r See. 9017.0 ('7o9.4) 0 P S C UII INSTALL S" DEEP 4"-6" QUARRY ROCK RIP RAP PiCPz U12 GRADE 2' WIDE EMERGENCY OVERFLOW ROUTE 0.2' d H LOWER THAN TOP OF BERM Z :- ti r Lu 0 0 LAI NOTES: ,. / i/ i / ` / !` 0 :- PUBLIC 1 /WATER QUALITY AND/OR QUANTITY. SYSTEM / / p IiJ w (NI a ,. 2: PROVIDE OVERFLOW CONVEYANCE ICE SYSTEM, OVERFLOW CONVEYANCE HEIGHT TO ALLOW fi MAXIMUM 1 /, 1 J PONDING, PIPING TO A MINIMUM OF THE PLUMBING CODE OR CONVEY THE 25 YEAR STORM. I ..../....... En• 3. IF USING. THE NATIVE SOIL INFILTRATION FOR SIZING, THE RATE: SHALL 8E DETERMINED BY ASTM / f /. •,..••' •••.• ••.•,•�� / 1 STANDARD TESTING METHODS. . •r'' a , •.. ; 4. FLOW DISSIPATC;RS SHOULD BE USED IF. ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW .• UI / I DISSIPATORS SHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL. PER DESIGN FLOW VELOCITY AT / �� EXISTING CB TO C7 ENTRY OF THE FACILITY. / 1 { 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 18" MINIMUM OF = J / p 1ISE 0 C2 NGROWING MEDIUM OR BASE STABILIZATION METHOD .AS APPROVEDBY THE DISTRICT.. _ /� / a `--- S VEGETATION TC).BE USED IN YET AREAS OF THE BASIN lS PER, APPENDIX "A" DF R&CI. 07 ZC) FOIA -�- �i 14. f / • / �e 0) THE 1 ET MOISTURE CONDITIONS. I .._ -., i / z ir 7: VEGETATION TO BE USED IN OTHER AREAS CIE BASIN CONFORMS TC) PLANT L15T OF THIS HANDBOOK '�� \ / �- O AS APPRpVED. BT DISTRICT. a' / 1 / UIO• cc itttii mi ` a r mO ►j. / : 1 ® III as 7- STRUCTURAL / / /� 1' WIDE 1 �, I V °� H:7( Q LI DA ti -� � . y � . �' PLANTER RAID GARDEN / c ��` A ,. 1 .= A - - o / H A N Q C�K G`�eanW Sv�Ces , .v �� 4 1 A 4 • --� ,.� REVISED 05-16 / i'-'''........_ .� A 1° `� A . A I ` - ®\� p f ....] DRAWING I��. 797l . \ :..,,--"\ © 1 4 Q 3 I / 2' WIDE'` I � ` w C�1 4 :I �, I� LI-1 1 1 -- / 1 / \ \ I BTM OF POND \ U / i i ,. �° 1 1 f . ____a / EL = 224.-10' d 1-- LLa< 1 0.5% SLOPE ♦� rf { 1 19 LF a` 1-,---r 15" ��%b.�•�� // i y"-"''�. \ 1 U6 /j I 2'®, 22410' / A ` 225.16' f m 60 LF ''''' -\ Aim, .e. -,, ,,,, \ �I1 1111/4444;:44%.4 ,,, � I U8 0�5� SLOPE -- 41 � I D SD / SD SD SD SD SD D - 7 W N\ O BICE PROOF � I u6 I 1 I- BAR GRATE I I. f /� GAS -�-- U6 224.15' cin \\ 4 LF a \a, 11 -4 I I I A / SLOPE 1 1Nz .1 EIZI ii ,_..., GRATING / 1 / • O 4 f' /! RIM = 226.11' 11. 1� U O 1 - I /.-11. \ J SLOPE / I ?u i RIM = 226b3' IE 6 = 225.08 u \ _-- - -- I IE 6" = 225.22' U-I (N) EXPLORER LITE to ` ;'� ORNOTES: �`� ui / MEDIUM 40" � ' t 1 12" SQUARE OUTT:FT ^ f / i / , /,1 TACO BELL RESTAURANT \ t , , _r BgX FABRICATED FROM ! I 10 GA. MATERIAL 7 ', / 0 a I 1 $� ci . ,n PLAN VIEW L1x1Ix I / n / t FRAME _ - _ I 1 ' I / �. o :90::::::213Nr o 4"0 OR 5"o �� ° - �f U4 1 J • 1 _ L 15 OU`1'LET ��\ m � � I / r / 1 mit vci -0 uto coP P P " f 1aa�, Ni \\0400 t �' E6 =�\ a a4 \ \ {.18 f 22523' `r °� rn�y >``., f . l x .O " 4 . -- 0.5% SLOPE ,�--" ✓� v) . 0_ • = \ /� °4 ®p a1E;6,, t 11�J I o W .4:,. 4 . c•••)i \,,-'' A / ` . ." '"� �' a�¢ � 224 95' "' ,�..� � y �1 N � >L .1;A 0 .. i\\\ \\ --- A 4 A 4 -7'. ' 0 S ".....1), < o IrdP41 --7/7\7-7-pn. \ \ 1 -,.."7\77- 0 � ' \ ,.„ f\ -� moi-'\ � . \\/ ,_� � 1� . �L\ ,r� i Z �'� ��.� � Z- te� 7_ I -- -- - . / P -------;.---e--- P P P P ._. - ---- -- ---- _ _ ... i '419 U..111 414111111 .- eH PO H C H P O I H -/ T T -- --_____ -� "" r. -- 1 _ - VNiani\hii Flin m SEDIMENT TR, . _ _ _ OH ¢oH� OH OH ! ; ,, T -- .- rt -- - - i / OH OH 9}� �" �OH OH OH _._ O 1 SQUARE HINGED LID -� - W w - w _ -v,� yam, w - u)mt tAr - -t�- - _ A 4 A / . SIDE VIEW ISOMETRIC SECTION / . a � / 4 ' A -� a" 4 A. bJ in .- CNIo 'd' Al- GAS ..a4 GAS 4 ----- GAS' A �, SAS . GAS !Aa .GAS. GAS 4 GAS ^ . GAS 4 GAS GAS d GA5 GA§A // © A. G,S q GAS - ,Q GAS4 A d GAS GAS '"p G 4' 'zAc4 II11 _ I-- STATE APPROVED --- ASPHALT DIPPED � T T - T T - T _1 T 1 T T T 1 € ____ __ ____ T ----- ---- - - T �. Q CO b O J I " SQUARE - 4"0 OR 6"0 OUTLET I U W o-I X O a) q------I Wms� w .. LANDSCAPING MINI-BASIN DWG # SW PACIFIC HIGHWAY - HWY 99W m 0 z PROJ. MAN. DOUG P. DWN. PAUL G. SCALE NONEL5 L I W iU =, Gibson steel Basins SINCE 1072 DATE: cwsi 23, 06 MODELGMC81G-122.4H8-4&6 247 Wasl7;n,tan S . Eugene, Or. 97401 ph:(5 1)" 687 8672 fax:3.14-0207 SHEET NOTES: CO I I. CONCRETE STRENGTH SHALL BE `',�s C/ 6 7 MINIMUM 3300 PSI. 6" T) V (V V C vARIAS)_E 6" 3/4" NO LIP7 SEE PLAN / 1, )) Q O Q E CONSTRUCT - PAVEMENT 2. ALL RADII 5HALL BE EXCEPT SURFACE AS NOTED. ,...1_,...- 2 - E- f 2' D © © © c z o OF 7 KEYWAY %�.; o 0 0 0 c v' WHERE f Art 3. CONTRACTION JOINTS SHALL BE 4" CONCRETE a ADJACENT TO 16„ PLACED AT 15' INTERVALS AND SHALL \ 2" OF 3/4"-0" CRUSHED ROCK 0.9" RAMP WIDTH SIDEWALK EXTEND AT LEAST 50% THROUGH THE DOWEL BASE TRUNCATED DOME CURB CURB OR CURB AND GUTTER. DETAIL `-` Doh1E TE CURE PATTERN ff 4. A CONTRACTION JOINT SHALL BE TYPICAL SECTION THROUGH RAMP C DETAIL fY 0_ _i J PLACED ALONG AND OVER WEEP HOLE TRUNCATED DOME TEXTURE DETAIL I n n v IY THROUGH THE CURB AND THROUGH THET SIDEWALK. z i TRUNCATED DOME s'' '� z p MIN 2" OF 3/4"-O" TEXTURE ANDING rE j SEE NOTE 5 �.;; z p CRUSHED ROCK ri.-1" ,', o/'' ;� UNDER CURB TRUNCATED / �` < U 8.33 . . oto DOME .s.'' *`' 1.t d tail 2 M� �. � . .. TEXTURE i 4 � © U Q 3 TYPICAL CURB DETAIL / `� J 8.339. qa BEE NOTE 5 RAMP MIN 5' X 5' o M gR1Es W M!q y.. . �1� LANDING c� C6 N.T.B. 6'M deo: ,/,:.A.. / A Ilv ! c� WHEELCHAIR RAMP -C- WHEELCHAIR RAMP -B- 3' MIN-.4-y/ LA-. 4/ z % IS ,c1 �� F i* w 6" TI-TICK CONCRETE 3" THICK ASPI-IAL ICLASS CONC. w - ......_..._.. -- _.._.....__... - I •• z m -� �, taTre ._ 12 NDING %WIWImeq" r: = . _< , r,.a. T' -141,41111:4h W 8 THICK 1-1/4 GRusHE�D •`!� 4•0•1'...,w. p•• 0 Q7 C.9 % 6" TRICK 1-1/4' CRUSHED ~ Mir ROCK AC�Cc BABE COURSE. �t ! � NO LIP VARIABLE h� 3 z .� ! i •� f z r ! SEE PLAN 2% MAx I TRUNCATED446:10$4.1r., Q " 13 g ' '' ROCK ACxCx. BABI^ GOU«: mid .� !--Ir .,t r�r iY• 11 _ NATIVE / x y� AvS �� NATIVE / r % EMI DO TEXTURE 7,-..N>L1/P MIN 5' x 5' i 6? ' COMPACTE=D SUBGRADE COMPAQ 1.LL) SUBGRADE d. ~• .- I / LANDING T)�:— 5EE NOTE 5 N.i ,2' w 0O 0 n L� cv 4 PAVEMENT DETAIL PAVEMENT DETAIL 4" CONCRETE RADIUS AT FACE _ —' c� N T.S Cij N.T.S. 2" OF 3/4"-0" CRUSHED ROCK_ L z lir COMPACTED BASE 5' : ' iii1--- - I= NDOWEL Q p 1-1-1 w J TYPICAL SECTION THROUGH RAMPS A AND B WHEELCHAIR RAMP -A- LT_ NOTES: I. THE "AMERICANS WITH DISABILITIES ACT" (ADA) REQUIRES THAT ACCESS RAMPS TO SIDEWALKS CONFORM TO ALL FEDERAL GUIDELINES. EXCEPTIONS TO THE REQUIREMENTS IN THIS DRAWING MUST BE APPROVED BY THE CO ENGINEER AND MUST COMPLY WITH ADA. (V N / 2. NO ABOVE GROUND UTILITIES ARE PERMITTED WITHIN RAMP AREA. 0 01 3. LANDINGS SHALL BE PLACED AT THE TOP OF EACI-I RAMP. LANDING SLOPES SHALL NOT EXCEED 50:1 IN ANY DIRECTION. THE SLOPE OF THE SURFACING AT THE BOTTOM OF THE RAMP SHALL NOT EXCEED 20:1 FOR A 12"—i--1 DISTANCE OF 2'. O 4 di, 4. MINIMUM LANDING DIMENSIONS SHALL BE 5' x 5'. Q z Qj` . RAMP SURFACE SHALL BE TEXTURED WITH RAISED DIAMOND TEXTURE. TEXTURING SHALL BE DONE WITH AN aV-,0 9 C]' 8" PAVEMENT EXPANDED METAL GRATE STAMPED INTO THE CONCRETE. PLACE TRUNCATE=D DOME DETECTABLE WARNING O � - SURFACE TEXTURE IN THE LOWER 2' OF THROAT OF RAMP ONLY. ARRANGE DOMES USING IN-LME-PATTERN ONLY A5 SHOWN IN 2g.F DETAIL. J '�//�/ uiZ U U 6. CONCRETE STRENGTH SHALL BE 3300 PSI. U Q LU, 16" — O Z U c 4 SPECIAL EXTRUDED 1. BUILDING CODE REQUIRES HANDRAILS FOR RAMPS W/ GREATER THAN 6" OF VERTICAL CHANGE. W < I 0 O z fl a .a 4 g" CONCRETE 4000 0-zUQ PSICC) U �/ 3/4" RAD 6 O !__k IL J '6 4 C 4 • ONCRESIVE '1064 0 cr A EPDXY RESIN I WHEELCI-IA I R RAMP DETAILS U w .. _ 1- ADHESIVE OR EQUAL, wget... .7ec..w NitiT At PRIVIlkolitillSURFACE 6., " . APPLY TO "CLEAN" cc? N.T.S. e - a SURFACE ONLY. MIN 2" OF 3/4"-0" / CRUSHED ROCK O UNDER CURBIZ 6 CURB DETAIL 9 SLI I LD I NG 1 EXTRUDED CURB DETA 1 L C6 N.T.S. G6 N T.s. H o Q a_ TOPSOIL SURFACING _ OR AS MATCH EXISTING MATERIAL E DIRECTED . F.: BASE MATERIAL • „ • . + d . . V BROOM PATTERN Y -1 ,. r ° s. C a ° .- tt a o a� ,n o w 0 f CONTRACTION JOINTS LA COUPLING FOR WEEPHOLE o �� ° U L rn CC M AT APPROXIMATE 15 PIPE \ ii ¢ m �' o , DF.• : 4 c °)c O I NI- I NTERVALS a C .G m w cn v) w co j( 4" d. •I 0_ W ,n u7 O r (Y Z X J O of = rn .4 I w r7 u U L '>•> m O ILU<I �' _. L O >O x 0 X m m _c� o 12"MIN ABOVE OUTSIDE { ) E OF PIPE BELL 11 A oill NLXJ A . .tg n. 11 L " CURB z w 0 0 � (WHERE APPLICABLE) N 0� 24" MIN COLD JOINT LI z" , 1 '-:: '''''.8-u j11.111: <1111 TOOLED "DUMMY" JOINTS AT 3" PVC _ E. a . APPROXIMATE 5' INTERVALS WEEPHOLE PIPE tt LOCATE AS M DIRECTED 5 _6" MIN OUTSIDE DIAMETER 6"MIN TYPICAL PLAN VIEW N.T.S. 6 0 6"MIN. BEDDING BELOW MOTES 0 ti w OUTSIDE OF PIPE BELL r ca =cc c� I. SIDEWALKS S FEET AND WIDER SHALL HAVE A \ 14 a �L^ r LONGITUDINAL CONTRACTION JOINT AT THE MIDPOINT. 0_ - - NORE' ,., SURFACING OF PAVED AREAS 1 I-1 -r I1t 11 I "- I-iIi 11 SHALL COMPLY WITH STREET CUT 2. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE I ! 1= :__ 1_-_--1 �A I� --I STANDARD DRAWING. J in NOMINAL 4" MIN. _ =' TT I II I •ft 1 (N ',J- '.._I-ITT —1 I —I- 111 Gil- ' - QL TRENCH FOUNDATION " r 3. INSTALL 3" PVC WEEPHOLE PIPES IN SIDEWALKS IN STABILIZATION, AS REQUIRED Cl) OCI3 1 a0 LOCATIONS AS SHOWN ON THE PLAN. PLACE CONTRACTION Q m 131 Cr-I3. JOINT OVER THE TOP OF THE PIPE. O J cN c/ 4. SAWCUT ALL EDGES WHEN REPLACING OR REPAIRING 0 J X 0 - EXISTING SIDEWALKS. IC mcri Z 2 APWA TRENCH BACKFILL, SEDDIN6 AND PIPE ZONE W 011! Z C6 N.T.B. W n , O S SIDEWALK DETAIL I C6 N.T.S. U :FIE.ctir m i 5• • • �Co OF7 ct SWPARK ST` F �� .1 ' I Q Q �Y CONSTRUCTION NOTES \ _ „, 110 EROSION PROTECTION AND [��1 CONCRETE TRUCK WASHOUT: zz I •• o SEDIMENT CONTROL i \ k� �� ea it* CONTRACTOR SHALL CONSTRUCT o o \ \ Q' 2' WIDE X 2 LONG X 2' DEEP w z z o El INSTALL INLET PROTECTION PER DETAIL • CONCRETE TRUCK WASHOUT, *�, s WITH I:1 SIDE SLOPES• SEE PLAN o w ct z Q E2 INSTALL SILT FENCE PER DETAIL f` �� 1990 �' FOR LOCATION COVER WHEN I o o U ' COMPLETE MAKE SURE THE 1co CONCRETE DOES NOT OVERFLOW. o ES � � `�xuecyaw° � ` C2- ICY Q N `\.,,,,)0 i \ ► � O � z � C.J e t ``- f 1 O h '', y ,� �� ui .* 4 SCALE : 1" = 20' .N ` z i \ O' IO' 20' 40' w :1.7. i.:.. r `p lr'1:1 7/1 r� '� STANDARD EROSION AND SEDIMENT o CONTROL PLAN DRAWING NOTES 1�i � o t...,) ti-I r \ I. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS U Co J LLI • / �\�� 1 ,,\ \ y,.:� OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE Cl) - il {-I I • / N \ r, OUTFALLS MUST BE PROVIDED BY SOME ONE ' �` { 1� ` \ \ ;a KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, , ON a ® \ \\ N •\ - - - - ` AND SPRACtICES, INSTALLATION, AND EDIMENT CONTROLS WHO WORKS FOR THE PERMI1E OF ILL _ \ �' %j -� ® �� _N. \/ 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZECO N N ♦ EXCAVATION AND CREATION OF BARE GROUND FROM / ' I ' `�' , \ • �S'yo - OCTOBER 1 THROUGH MAY 31 EACH YEAR. Cd1 n z CN1 f �, ,.•' `' �'` •. • 3. DURING WEi' WEATHER PERIOD, TEMPORARY STABILIZATION Ev• 1- + . - OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. }.,,, CC 0 -T i i%.' - w / > , 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED i� 1 `� r•�' r / ' ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE z. f Q t r " v AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN NI 1: _® - � / / / PLACE UNTIL PERMANENT VEGETATION OR OTHER O _ \ l ��. 1 • \ / / / *. PERMANENT COVERING OF EXPOSED SOIL 15 ESTABLISHED. .- _ \ i =I=I\ / ,2`/ S. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS ry . _ 1_ 0 6 III—/., °0 1 \ ' , Cl . I / C3; INSTAL I Fl) AND MAINTAINED AT ALL TIMES DURING / ~ ... \ /' \• { / . • v CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE J I r 1— • / MOUNTED AND ATTACHABLE, U-SHAPED FILLER BAG IS _I I ( \ ® 1 REQUIRED FOR ALL CURB' /â11 • \ /'S f / / INLET CATCH BASINS. LJ—J �' f '� CQ LU U �I 1 I_I 11-- • ' ;:•. . \ / 1 -® 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE (l/ Ell 9 • l� ( 1 >< II^IIII r —) ��i' • • • : . , °'� • O ' 1 / SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED vLL i - 'M�— /1 Gj I ,`�C/ / / /. BACK ON THE SITE AND STABILIZED OR PROPERLY O ,,-. • s DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE - MAY 13E USED .�k- RY TEN ,.j---i FSS' [ \ • � t I / /~ ' 4 / I 1-I j (� \ •` V I- Z' FOUND AND PREVENTED PROM CAUSING A RECURRENCE OF f— YYf U T LJTY ,�1��I< AHD We' f'' © f t \ ''{- ' 9J THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM < / / 0_ FFiA ?N(; CIF DFS'-Lf ?kt=4T .r . .w, El, I L 1-1 T I \ O �. )� / / 1 GLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING \ti ti �� F f I 1U I I \ \ I O ip / / TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED O ILL r. -- I CO TIME FRAME ` { i \ . 1�ow 1 t Ili ''`13, ll of krt f I 1 ISI1) \ O \� ;� Q �� SG /./. 111 / I .: °' 1_ SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTOo Jr w. \ . J'�l, " t • STORM SEWERS, DR41NACs� WAY°v, OR WAI Ei BODIES. n 0 i (1 tiJtil R IAlt0, ��S( 'V V 1 Y O I \ , / , 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN It r q m \ __-----__----_--__-___-� 111 IlN - i �� 7_;�. ! flit YI 'I I- ( I \ \ 1 `L! I' HA5 REACHED A HEIGHT of 1/3RD THE BARRII=R HEICKHt AND PRIOR t0 THE CONTROL f Irtmg1 I' J= L•" .ai ..r�.� - 1�1 ; { 1 ' t.) I '\ \� N • \ �o� ® ` O '.`© ./w,. .' v I / MEASURES REMOVAL I n� �f1iik . L \ . S, I- u � ip I 1 k 1/ \ .... y 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION U H O ,` 11'4 °' - �� 4y rl — I1 \ \ N• ® / Y J f CAPACITY HAS BEEN REDUCED BY rSO% AND AT COMPLETION OF PROJECT. r ..�+. S 0 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE (� '� if.•:aY�w�• w to �.! f• -� I ____ \ E I • . 1 I APPLICATION, AND DISPOSAL t:_;_ A V.I.,....M.a, *- -7-% ( ; \ 111—" -� -230- \ 1, ` • / 4 ' \ II. THE FERMI! f MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED �. " ... AREA D I A I @ '' 8 1 1--1) 1 �F, ,` • +� SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES % / A -I I \ 9v i. / DISCOVERED OR GENERATED DURING CONSTRUCTION. j CATCH BASIN \ r—esirPAbv,,` ) } , '` . Q�� . �'�. 12. THE APPLICATION RATE OF FERTILILERS USED TO REESTABLISH VEGETATION MUST FOLLOW C o 1 I �• � } MANUPAGTURERe RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS t0 SURFACE '- ^ T i,. ' 1 I \ \ .,- "7N t1 4. WATERS MUST BE MINIMIL D. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD - a rn �n o VI lit \Q,- p f j ',�;P� /�� ` ( BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE a cb M n •f 11 E / ./ \ m �C o I"�� i \ ` / / Z`/ 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND C =•L co 1 �� I \ - / f 0 0 MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH p = m -o(owo tow _ ' i y •. / I �(� CURRENT GLEAN WA itN SERVICES STANDARDS AND STATE, AND FEDETRAL REGULATIONS. a a,C o co 306141 " M" I • / I I , t t' Q ' �,: - WWI f. .7.; ;t \ I E // • v 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, TI-IE BOUNDARIES OF THE CLEARING LIMITS, w ,n 1 ' Ory FLOW / . ;/ / /�� YEGEtA1 E0 BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY ..._.-Lo , e-y1 DITCH BOTTOM. ' I � I `4. . 1 ' / , W —'y % tiC ' 5`5 rn `-. 8 r .. . i n , (x,\ � ��,�' --�� .' $ rr, „•.,.> '. - DELINF-.4 fE>a IN THE PIFI n. UNLESS OTHI=RWISE APPROVID, NO DISTURBANCE 15 PERM1 fT� >i 1; .` ,, . / ` \ \ fi; °.+ ''a ' I=I r / / BEYOND THE CLEARING LlMlts. THE owNER/PERMII1tE MUST MAINtAIN THE DELIN1=4tION FORp m U oxo 6/ tE�x� .. r . . . ) '� — I / THE DURATION OF THE PROJECT. 410�`, 1-> m ..c u_ O ' t � v y ti I5. VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR i O r ti / I - /; APPROVED EQUAL I> I - ��- I—� 16. PRIORTO ANY DISTURBING ACTIVITIES, THEBMPS THAT MUSTINSTALLEDARE % Ow i( 'IJ LAND D RB E B P BE q DITCH kIL E T PLAN VI E l`�I - Atl 111041,Ell � I �f I /I / , GRAVEL THESE BMPS STRUCTION MUST BE MA THIN CE, PERIMETER FOR THE DURAFTDIMENT fON OF N PRO,GTS INE Et PROTECTION . __ ._ .__-_. 40 s9 "..7!!!!.?-Fra; O r p / 11. IF VEGETATIVE SH-r) MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER lets THE TYPE AND PERCENTAGES OF SH-t IN THE MIX ARE A5 IDENTIFIED ON f „ c:` erkap at •r.,. _. / ® THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. .0 TIES: / 4 )' /� 18. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURAIW SOILS FROM THE 1. ADDITIONAL. MEASURES MUST BE / � CONSTRUCTION SITE AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A O CONSIDERED DEPEISIDiftiG ON SOIL AFF . �� i' \' /f DE51GNAiEu LOCATION USING APPROPRIATE BMPSs 501E MUST BE DRAINED SUFFICIENTLY FORC.)-I 1 tv MINIMAL SPILLAGE BIC-FILTER BAGS SF,'OL LCs BE \\ e 1 .4 la •,t 19. ALL PUMPING OP SEDIMENT LADEN WAIEt- MUST BE DISCHARGED OYER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP (LE. FILL Et' BAG). 1 STAKED WHERE APP LIG,A,ELE USING , ' Ca E i• / (_2.) 1 x=':'WOQ D EN STAKES QR I 20. THE ESC PLAN MUST SE KEPT ONSITE ALL MEASURES SHOWN ON THE PLAN MUST BE A '`'f�� r1EL� EQUAL PER E�A�a. !• N r/ INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WAI tN DOES NOT ENTER A SURFACE € / WAI Et< SYSTEM, ROADWAY, OR OTHER PROPERTIES. - in 3. WHEN USING 3D 510—BAGS TO • f 21. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR Q ap O "1 _ �` ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL •I- c P -� I CATCH BASIN `� MUST 4 / \, ,'r BE UPGRADED AS NFFPED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. Cl) r C TS i, CATCi / AVE 4- BAGS AND THE-r` SHALL BE , / Q CO r+1 131 00 22. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO (N Q/ OVERLAPPED EY { DISTRICT INSPECTORS UPON REQUEST. ! J x o 23. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MU-ST BE USED WHICH MAY W 0 I--1in INCLUDE THE APPLICATION OF FINE WWI EI.. SPRAYING, PLASTIC SHE.=LING, MULCHING, OR CC m m z OTHER APPROVED MEASURES. mW di O Z I \ILET DR. ATE CTInN TRE 4 24. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. W LL O 111 1 DE TAIL GF.A ilr'IG 4-15 6 z u 1 SYMBOLS ABBREV. DESCRIPTION SOIL OR COLD HOT TEMP'D WASTE WATER ., , c4,tp ��L� 1.SOIL AND WASTE PIPE SHALL SLOPE 2%MINIMUM, UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. ITEM FIXTURE WASTE VENT WATER WATER WATER FU FU DESCRIPTION MANUFACTURER/MODEL NUMBER �� lf� Y,B, YARD BOX - RODD E. HANSEN 2.ALL DRAWN WATER&GAS LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF EQUIPMENT&SECURED IN EXTERIOR CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIATED JOSAM/MODEL: 56000 W C PLACE. R.D. ROOF DRAIN - _ - - - - - HEAVY CAST IRON COVER. '-� @ CO 1 ) CLEANOUTWADE/MODEL:60002 A.P. ACCESS PANEL • • 3.VERIFY THE LOCATION OF THE SANITARY SEWER ON THE SITE PLAN AND SHALL REVISE THE SEWER SYSTEM AS ZURN/MODEL:Z-1400 REQUIRED. V.T.R. VENT THRU ROOF EUGENE, OREGON 0 LIGHT DUTY,ACID RESISTANCE,WHITE PVC FLOOR SINK W/12"SQURE WHIT PVC HALF GRATE SIOUX CHIEF/MODEL:861-4PNDW ,la5173 �.As 4. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS IN RESTROOMS,WHERE REQUIRED BY CODES.PROVIDE DEEP SEAL V.B.F. VENT BELOW FLOOR (FS 1 ) FLOOR SINK 4" 2" - -- -- 6 - AND STAINLESS STEEL DEBRIS BUCKET WITH LIFTING HANDEL, 1, OF O TRAPS FOR FLOOR DRAINS WITHOUT TRAP PRIMERS. U.T.R. UP THRU ROOF / j' 5.ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE,THE CONTRACTOR SHALL COORDINATE ALL V.C.P. VITRIFIED CLAY PIPE - _ PVC 12"SQUARE FLOOR SINK,6"DEEP,WITH ALUMINUM DOME STRAINER SIOUX /MODEL:861-4-PND THE DOCUMENT AND THE IDEAS CLEANOUT LOCATIONS WITH EQUIPMENT,CABINETS, ETC.AND THE OWNERS REPRESENTATIVE PRIOR TO ANY (FS 2 ) FLOOR SINK 4" 206 AND NICKEL BRONZE HINGED TOP. AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF C,1, CAST IRON RODD HANSEN,ARCHITECT,!_RC, INSTALLATION. - AND IS NOT TO BE USED, IN A.C.P. ASBESTOS CEMENT PIPE LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTOR AND 5"DIAMETER NICKEL BRONZE ZURAM/MODEL:FD-2210 WHOLE OR PART FOR ANY 6.ALL VALVES,TRAP PRIMERS,WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE - -- -- _ RING AND FASTENED GRATE OTHER PROJECT WITHOUT THE (N) NEW (FD 1 FLOOR DRAIN 3" 2 NON-ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND AN ACCESS PANEL. (3") RODD HAN°SEN,ARCHITECT,LLC (E) EXISTING DATEY 72000 7.ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND - CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIATED JDSAM/MODEL;56000 0 C 10 FEET FROM ANY OUTSIDE AIR INTAKE. Q F.D. FLOOR DRAIN FLOOR _ _ - _ - _ - HEAVY CAST IRON COVER. J L_ (coF1 � CLEANOUTWADE/MODEL:6000Z . . 8.PROVIDE GAS PIPING TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR OPERATION. 0 H.D. HUB DRAIN ZURN/MODEL:Z-1400 -..iL OFD OVERFLOW DRAIN WALL CAST IRON CLEANOUT TEE WITH INLET/OUTLET SPIGOT AND THREADED BRASS JOSAM/MODEL:58510 AND WASTE LINES TO BE CHROME PLATED. 0 F.S. FLOOR SINK 9.INSTALL SHUT-OFF VALVES ON ALL HOT&COLD WATER LINES TO FIXTURE OR APPLIANCE.ALL EXPOSED WATER - (CO 1 ) CLEANOUT - - -- - - -- -- PLUG,WITH STAINLESS STEEL ACCESS COVER. WADE/MODEL:8560E/MODEL:Z C.:1446- ZURN BP W LL 10.PROVIDE A LEVER HANDLE GAS SHUT-OFF VALVE IN THE BRANCH PIPING OF EACH APPLIANCE OR PIECE OF - G.L. GAS UNE NON-FREEZE WALL HYDRANT WITH INTEGRAL VACUUM BREAKER, BRONZE CASING JOSAM/MODEL:71000 EQUIPMENT,FOR EACH APPLIANCE INSTALL QUICK DISCONNECT, FLEXIBLE PIPE WHEN ALLOWED BY CODE AND - _ " _ _ _ AND NICKEL BRONZE BOX. I___. - RESTRAINING DEVICE FURNISHED BY OWNER.PROVIDE PRESSURE REDUCING VALVES AT EACH PIECE OF CHB 1 HOSE BIBB 314 2.5/1 WADE/MODEL:8600L ,. EQUIPMENT OR APPLIANCE.IF GAS PRESSURE GREATER THAN 10"/wc IS USED DOWNSTREAM FROM THE GAS A.F.F. ABOVE FINISHED FLOOR ZURN/MODEL:Z-1300 = = METER. (X-X 000 PLUMBING EQUIPMENT DESIGNATION ^WATER WHITE VITREOUS CHINA FLOOR MOUNTED FLUSHOMETER TANK(PRESSURE ASSISTED)TYPE, AM.STD."CADET/MODEL:2467.100 CD C. 0 KITCHEN EQUIPMENT NUMBER: REFER TO (WC 1 ) CLOSET , 4" 2" 1/2" -' - 4 2 ELONGATED BOWL,ADA COMPLIANT, 1.1 GPF,WITH OPEN FRONT SEAT LESS COVER, KOHLER"HIGHLINE"/MODEL: K-3519 a c U 11.ALL VALVES, UNIONS, ETC.SHALL BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. <XXX> OLSENITE#95 OR EQUIVALENT. FLUSHOMETER TANK: SLOAN FLUSHMATE OR EQUAL. " iQ KITCHEN EQUIP.DRAWINGS FOR DESCRIPTION. CRANE ECONMISER /MODEL:31888 12. REFER TO KITCHEN EQUIPMENT DRAWINGS FOR PLUMBING ROUGH-IN SCHEDULE&FOR ADDITIONAL WORK TO -SS Q SOIL OR WASTE(SANITARY)/WASTE STUB PROVIDE TANK COVER LOCKS, FLUSH LEVERS SHALL BE RIGHT HAND OR LEFT HAND AS D REQUIRED TO CORRESPOND WITH ACCESS FROM WIDE SIDE OF STALL.VERIFY FLUSH SIDE �' BE FURNISHED&INSTALLED BY CONTRACTOR.ALL ROUGH-IN PLUMBING AND FINAL CONNECTIONS TO KITCHEN REQUIREMENTS Z' U -GW Q SOIL OR WASTE(GREASE WASTE)/WASTE STUB -- Q� EQUIPMENT SHALL BE MADE BY THE CONTRACTOR U.O.N. - �, G G GAS/GAS STUB WHITE VITREOUS CHINA,WALL HUNG,TOP INLET,ADA COMPLIANT, 1/8 GPF,WITH AM.STD."WASHBROOK"/6590.525 'i-f17:': LI (}) CO2 13.REFER TO MECHANICAL SHEETS FOR HVAC AND HOOD PLUMBING REQUIREMENTS. (UR 1 URINAL 2" 1-1/2' 3/4" - - 5 5 WALL HANGER. SLOAN WEUS 1000.1301-0.13-ES-S ' '= I- 1- @ U -CW CW COLD WATER/CW STUB ` 561 1 @ 1- 14. 14.ALIT GAS LINES SHALL BE SUPPORTED SEE SPECS. .-HW HW HOT WATER/HW STUB WHITE VITREOUS CHINA,WALL HUNG,WITH CONCEALED ARMS SUPPORT SEE 8/P6.0,4°CENTERS,A.S.COMRADE/MODEL:0124.131• 0 r-� " �, -- WITH INTEGRAL BACKSPLASH,ADA ACCESSIBLE. FLAT GRID STRAINER. BRAIDED WATER LINES. " B1 15.ALL FLOOR SINKS AND FLOOR DRAINS IN TRAFFIC AREAS SHALL i3E INSTALLED FLUSH TO FLOOR SURFACE, -•--HWR- H.W,R, HOT WATER RETURN L 1 ) LAVATORY 1-114 1-1/2 1/2 112 2 1,5 FAUCET: FURNISHED BY OWNER-INSTALLED BY G.C. DOUBLE LEVER TYPE FAUCET, CRANE HARWICH /MODEL: 1412V 1- U - SO TS TS V. SANITARY VENT T&S METERING FAUCET,ADA COMPLIANT,0.5 GPM AERATOR. T&S MODEL# 6-0831-WA "' i- Nt' . 16.PROVIDE WATER HAMMER ARRESTOR FOR ALL HAND SINKS AND URINAL WATER LINES. - - .-,4,'F N 0 iz -k Q S-1:STAINLESS STEEL HAND SINK,WALL HUNG, INCLUDES A 6"GOOSENECK STAINLESS -- ' ; v' Zi- SD S.D. STORM DRAIN , " - FAUCET,W/FOOT VALVE PER DETAIL 7/P6.0. BRAIDED WATER LINES AND 0.5 GPM AERATOR " t.{) 17. PROVIDE AIR GAPS FOR INDIRECT DRAINS AS REQUIRED BY CODE.AIR GAP SHALL BE MINIMUM 2 TIMES THE S 1 HAND SINK 1-112 1-112 1/2' 112 2 1.5 -- ' O U T DIAMETER OF THE INDIRECT DRAIN, `6 CD C.D. CONDENSATE DRAIN - j51 O X 18. PRIOR TO COMMENCING WORK ON THIS PROJECT,VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL FLOOR CLEANOUT OR CLEANOUT TO MOP SINK: AERO-3MP-2121-6 W/48"HIGH S.S LEFT SIDE AND - - t'112 U1 EXISTING UTILITIES IN FIELD.SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE F.C.O. GRADE CS 2) MOP SINK 3" 2" 1/2" 1/2° -- 3 3 BACK-SPLASH. FURNISHED BY OWNER, INSTALLED BY GC. _ 0.. THE DESIGN TO BE ALTERED,CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY. FAUCET:T&S#B2465,WITH VACUUM BREAKER, FURNISHED BY OWNER,INSTALLED 11---------- W.C.O. WALL CLEANOUT BY GC. _ 19.COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY FW FW FILTERED WATER ., 3-COMP,* SINK, FAUCET,0.65 GPM NOZZLE,DRAIN,&GEN IV POWER SOAK STANDARD,GEN ill IS AN -- DELAY OR INTERFERENCES.CONTRACTOR SHALL REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS, (S 3SINK INDIRECT - 1/2" 1/2° -- - 3 OPTION FOR FRANCHISES - TW TW PREMIXED TEMPERATURE WATER Ili 20. FURNISH&INSTALL ALL BACKFLOW PROTECTION DEVICES REQUIRED BY AGENCIES HAVING JURISDICTION, H.B. HOSE BIBB - (- BACKFLOW DEVICES REQUIRING TESTING SHALL BE INSTALLED NO HIGHER THAN 5'-0"A.F.F. _ SINK, FAUCET,0.65 GPM NOZZLE, &DRAIN -- ©Q S.O.V. SHUT-OFF GATE VALVE (S 4) PREP SINK INDIRECT - 1/2" 1/2" - _ 2 -- 21. PROVIDE CONDENSATE DRAIN FROM A/C UNITS TO APPROVED DRAIN, GAS PIPING TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR OPERATION. S.O.C. SHUT-OFF GAS COCK - - C.V. CHECK VALVEGREASE JENSEN PRECAST 1,000 GALOON GREASE INTERCEPTOR WITH SAMPLE BOX - 0/ 22.THE OWNER OR KITCHEN EQUIPMENT SUPPLIER MAY SUBSTITUTE EQUIPMENT OR THE EQUIPMENT MAY VARY - (GI 1 ) INTERCEPTOR 4" -- - -- - - -- FINAL SIZE TO BE DETERMINED BY LOCAL BUILDING AUTHORITY _ FROM WHAT IS SHOWN.THEREFORE,VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO P.T.R.V. PRESS-TEMPERATURE RELIEF VALVE CONTRACTOR CAN PROVIDE SIMILAR LOCALLY SOURCED GREASE TRAP. CONFIRM SPECIFICICATIONS WITH ENGINEER. CONSTRUCTION, FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY r BY. BALL VALVE (Yl FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR. MIXING THERMOSTATIC, 125 P516,200VF BRONZE BODY,STAINLESS STEEL PISTON LINER, POWERS SERIES LF495 iik. ), N _ _ _ C.W. COLD WATER BELOW GRADE (MV I 1 ) VALVE - - 1/2" 1/2" -- - - CHECK VALVES SIZE PER PIPE CONNECTIONS. LAWLER SERIES 31 .3 ciLi 0 23,ALL WATER LINES SHALL BE RUN OVERHEAD U.O.N. rIE E.C.O. EXTERIOR CLEAN OUT LEONARD SERIES 170 O0 r m 24.ALL WATER UNES SHALL BE FLUSHED PRIOR TO CONNECTING ANY FIXTURES OR EQUIPMENT. BFP BACK FLOW PREVENTER WATER _ - GAS FIRED WATER HEATER,98.5%THERMAL EFF., 120,000 BTUH INPUT, 60 GAL.STORAGE AO SMITH / BTH 120 I I U (WH 1 HEATER 1-1/4" 1-1/4" TANK, 138 GPH @ 100 DEG. RISE REC. RATE, 3 PVC FLUE&AIR INTAKE,ASME RTD TEMP. STATE/SUF 100 120 NE ��-- [� # Z 25.PROVIDE ESCUTCHEON PLATES AND SILICONE SEALANT AT ALL UTILITY PENETRATIONS INTO WALLS,CEILINGS, FU FIXTURE UNIT &PRESS. REL.VALVE,ELECTRONIC IGNITION SYSTEM AND ELETRONIC CONTROLS. �.r- _ z AND FLOORS, DO NOT USE CAULKS OR EXPANDING FOAMS FOR SEALANT. ,�4„ - Call 800-477-1953 Option #1 for National Account Price&Service. W S.O.V. ANSUL SHUT-OFF GATE VALVE EXPANSION _ _ - r EXPANSION TANK, STEEL, EXPANSION MEMBRANE 150 PSI, 160°F, 12 GALLON CAPAOITY. WATTS SERIES DET ___1 X .1 lli 26. CVPVC SCHEDULE 40 WASTE PIPE CAN BE SUBSTITUTED FOR BLACK IRON WASTE PIPE WHERE ALLOWED BY ___IIF..._______IIF...____ U UNION (LINE SIZE) (ET 1 ) TANK 3/4" AMTROL SERIES ST LOCAL MUNICIPALITIES. P.O.C. POINT OF CONNECTION WILKINS SERIES WXTPal 27. PEX PLASTIC TUBING AND FITTING CAN BE USED AS AN OPTION,ALL INSTALLATION SHALL BE INSTALLED INBACKFLOW REDUCED PRESSURE ZONE BACKFLOW PREVENTER,CAST BRONZE CONSTRUCTION WITH WATTS/MODEL:009M2QTS I E 3 0 ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SHALL COMPLY WITH SECTION (BFP 1 ) PREVENTOR - - VERIFY - - - -- QUARTER TURN FULL-PORT BALL VALVES AND BRONZE STRAINER. WILKINS/MODEL:975XLS : n Cf) 805.10.1 AND SECTION 605.10.2. FEBCO I MODEL:860 I Q V/ SHOCK STAINLESS STEEL CASING WITH STAINLESS STEEL BELOW, PRECHARGED WITH NITROGEN. WADE/SHOKSTOP Z I LI L '4 (SA 1 ARRESTOR - 1/2" - - - -- SIZED PER PDI-WH2O1 JOSAM/MODEL:75000 ' L r 0-1 0- GENERAL NOTES E PLUMBING LEGEND D ZURN/SHOKTROL EL ---- I- REVERSE REVERSE OSMOSIS FILTER SYSTEM WADE/SHOKSTOP al (Rol 1 ) OSMOSIS INDIRECT - 1/2" -- - - - BY OWNER JOSAM/MODEL: 75000 SEE TO DETAIL 9/P6.0 ZURN/SHOKTROL O DRAIN COLD WATER HOT WATER FIXTURE NO. DFU TOTAL F.U, TOTAL F,U. TOTAL CAST IRON DEEP SEAL P-TRAP WITH FUNNEL, NO-HUB OUTLET AND BRASS GASKETED JOSAM/MODEL:88213 D.F.U. C.W. C.W. H,W. H.W. 0 (HD 1 ) HUB DRAIN 3" 2" - -- - 2 - CLEANOUT PLUG. WADE/MODEL 2453EF WATER CLOSET 2 4 8 2 4 - - ZURN/MODEL:Z-1019 ‹[ WATTS REGULATOR MODEL LF7R DOUBLE CHECK VALVE ASSE 1022 PROVIDE WITH SHUT-OFF -- • I- URINAL 0 5 - 5 -- - - (BFP 2) DOUBLE CHECK - - VERIFY - -- - -- VALVE - - VALVE LAVATORY 2 1 2 1.5 3 1.5 3 SUNPAK S25-NAT WALLMOUNT/GAS FIRED OUTDOOR HEATER WITH 24V POWER SUPPLY FOR -- (PH 1 ) PATIO HEATER SPARK IGNITION;25,000 BTUH INPUT. - ITEM QTY. GPH TOTAL GPH HAND SINK 2 2 4 1.5 3 1.5 3 PLUMBING *. IF GEN POWER SOAK SINK USED THEN ADD A MIXING VALVE TO SINK ABOVE SUSPENDED CEILING. GREASE INTERCEPTOR SIZING TCB-40. TITLE: SCHEDULES HAND SINK 1 LAVATORY 4 5 20 PREP SINK* 1 -- -- 2 2 2 2 FIXTURE QTYFIXTURE TOTAL " PRE RINSE SINK 1 20 20 3-COMPARTMENT SINK* 1 - -- 3 3 3 3 3 COMP POT SINK 1 90 90 D.F.U. >JO� s 1219.03302011 MOP SINK 1 3 3 MOP SINK 1 50 50 HOSE BIBB/WATER FILTRATION UNIT 2/1 -- - 2.5:1/1 3,5 -- - HAND SINKS 2 1 2 DAWN R 1-1 COMM. SINK 3-COMP. (FS) 1 4 4 151': TOTAL 180 FLOOR DRAIN 9 2 18 - -- -- -- PREP. SINK 1-COMP (FS) 1 3 3 HUB DRAIN 1 2 2 -- -- -- -- FLOOR SINK 5 3 15 Q FLOOR DRAIN 3 2 6 DEMAND FACTOR = 0.7 FLOOR SINK 6 6 30 - -- -- - TOTAL HW DEMAND = 126 GPH TOTAL 33 BTU/HR OUTPUT =TOTAL HW DEMAND x 8.34 x TEMP RISE MOP SINK 1 3 3 2.25 2.25 2.25 2.25 = 126 x8.34 x80 = 84,067 BTU RETHERMALIZER* 1 - - - -- 1.0 1.0 TOTAL DRAIN FIXTURE UNITS = 33 DFU. BTU/HR INPUT = 84,067/0.75 FROM TABLE 10-3 C.P.C. 112,089 BTU TOTAL - - 67 -- 20.75 - 14.25 SIZE OF THE GREASE INTERCEPTOR IS 1000 GALLONS PROBABLE DEMANDS/ COLD WATER: 20.75 FU = 20 GPM USE 1-1/2"CW SERVICE DFU COUNT PER TABLE 7-3 C.P.0 ISSUE 10-16-2011 AND PIPE SIZING DRAIN:GW 43 DFU USE 4"SANITARY (MIN) DATE: REQUIREMENTS: DRAIN: SAN 24 DFU USE 4"SANITARY (MIN) HOT WATER: 14.25 FU =17 GPM USE 1-1/4"1-IW SERVICE SCALE: NONE BASED ON 2009 IPC(COMBINATION DRAIN&VENT). *FIXTURE HAS INDIRECT WASTE TO FLOOR SINK HOT WATER DEMAND C WATER CALCULATION'S B PLUMBING SCHEDULE A P1 . 0 1/ - \*,%10;PD Aipe RODD E. HANSEN c / y • �, EUGENE, OREGON F efa5173 . � I of o� THE DOCENT AND THE IDEAS MD DESIGNS INCORPORATED I4ER9=N ARE THE PROPERTY OF RODD I-IAN3EN,ARCHITECT,LLC, AND IS NOT TO SE USED, IN WHOLE OR PART,FOR ANY - OTHER PROJECT WITHOUT THE tLRETTEN AUTWORIIATIOR4 OF ROD D HANSEN,ARCHITECT,LLC COLD COMATE OPTION: COLD CLIMATE OPTION: - - FUR OUT WALL BEHIND SINK AND INSTALL U [- FUR OUT WALL BEHIND SINK AND INSTALL PLUMBING ON WARM SIDE OF INSULATION. J L PLUMBING ON WARM SIDE OF INSULATION. - `IL E 1.- / ECO i W t . • TECO 1 CO 1 _ I- S-284 ` 2" (5 1 ) 0 FS 2 1 ~ -. 0 ■ o ` 0 • o • o 0 = - 1 _�i- � iv..4I..II ..PI1�.a!e- !fI.._4I._4I1 +-- , i r�-i1 r.... ....ii. - !-fCl#_+1�rol 1114 lir 0 U I I ria-. 11rts.Maw I TiTT TI i;rl ^_.r 1� - ......,.,l I.,.Il ; ;f,l�ll1 ISI u I III I gra =�� 1 1 2 ® L 4"VTR L ,� t- ' id, D L,� r� " 8 311 VENT UPM [ 3"VENT RUN U riir: a �----- IN WALL Q) --I UNDERGROUND {, 4" 2 3l '� ! °_____Or • ! Iiii +� 8 I AINET t" 04 J -a. i 3 NTR _ -! D U IIilit (FD 1.) �e RTU-2 ON ROOF e r S-285 C-250 • & FD 1 ®V 6' SAN.FOR s�. %rtei �s _ ` �t: gal' O CONTINUATION "' ill 1'- z" MI " I Ii _ 1 i--mi Q�� --- = SEE CIVIL DRAWINGS �1�111- r r fol, •• ,, J Nom p 1-ri €111111‘ I ��-poi -_ ,' 6" I 6 1 1 \ I 6" EnTl 1 1 It- lip ��I. -611 coE1 ) 0 s 1i3 _.2. E. -I s il —GW- 1 ...�. .-GW —GW ! �� - l 1 ` 1 ` . .... ....c cm I Ir 4 f �� \ ` r- " ` '-� LU fL >1L 111 __ r�I� G o �ao @CO 1) 11 I I f `1 t 111117 - MD 1 -CD -�� i 6 (2-WAY) (GII 0 a RTU-1 ON ROOF�I I ; !le , }{ ;- , —de ifigh ' nQ - " 5� C th Ir rr" �- _ _ __ - ._.._ ....- _I i .ilii iG� II,.I ®n ti 4 31, I 311 sI r - 11 )� �J11 ®� 1 1/2'!/ r I 1rECO� 1 f 1 r i tip' 4 .�;1 r_ I m� � 4 401 10 L II1 1 r \ _ I (2-WAY) / 11- L_ J �� , SS- I ' Q yiit � I �FD 1 ) 3 » i t10 E jz--- 4" 0 _ •,1 _ I •`r-� �M 'C n 2-1/211 �� 1 1/2 (0) u! IT • L._� I �� ,,I �;, -�- T t eco 1 ) --, ff I1 I I 11, r-81, L PROVIDE HUB RAIN HERE Ili r „ L _ I . - , ®n, -, 2„ FOR WALK-IN CONDENSATION m 1.1 1 1 1 I(FD 1 � I r LINE IF EVAPORATIVE PAN IS NOT ft CV ►• 1 4 • USED, THE HUB DRAIN SHALL BE 1- N T r, �� CONNECTED TO THE SANITARY 0 -�- 2 01r a.. �� I r�•' I i WASTE LINE. (f} fillr" S 3 I o `� 3" I B l.n U 9 II = I ©© I J�`.f• r --- 4T LL n -Zi �_ 1 Al -I X U 0 (coECII-A------HL f 1 , w ,Q, ‹a_ L...iti 1 ) ...., ,CO 1 1 `a i E o — - cf) c COLD CLIMATE OPTION: 7 I LLI Q 4 INSTALL PLUMBING IN WING WALL - 11- Ci)Qt 0 1 Ill col _ca A gAe:All Ptu.m6ins f Nf cares except ba .l- c - f ZX{ckre.s Sh0.11 otra;;rn-ESnra4s(r.+Ls_ Gvtffseln-terc. pati Sec. 1014.1 oPSc o "Z.( D V q 12 I 11 1 10 I 9 I 8 _ 7 I 6 5 I 4 l 3 1 2 1 1 1--- WASTE WASTE & VENT PLAN 1/4"=1I-0" A A NO ROOF PENETRATIONS PERMITTED WITHIN ROOF WATER PLY. REFER TO ROOF PLAN 0 UNDERGROUND SANITARY PIPE SHALL BE NO HUB CAST IRON PIPE FOR THE 10 1"CONDENSATE DRAIN DOWN FROM RTU-1.SEE DETAIL 13 ON DRAWING P6.0. FOR LOCATIONS. FIRST 10 FEET FROM CONNECTION TO FLOOR SINK FS-2,OUTWARD. CIO B. REFER TO RISER DIAGRAM ON SHEET P5.0 FOR ALL WASTE AND VENT SIZES. U PROVIDE CONDENSATE LINE AND DRAIN LINE FROM ICE MACHINE TO HD/FS, 1"CONDENSATE DRAIN DOWN FROM RTU-2.SEE DETAIL 13 ON DRAWING P6.0. TITLE: WASTE&VENT PLAN �„---3"PVC EXHAUST PROVIDE AIR GAP PER LOCAL CODE.SEE 11/A6.4 DUCT C. STORM WATER PIPING IS SIZED FOR A RAINFALL OF 4"PER HOUR.ADJUST ROOF DRAIN 1-112"CONDENSATE DRAIN PIPE DOWN TO MOP SINK.PROVIDE AIR GAP AS REQUIRED (RD-1)SIZE AND STORM PIPE SIZES PER THE LOCAL RAINFALL REQUIREMENTS AND BY 4111, PROVIDE WASTE LINES FROM BEVERAGE UNIT TO HO/FS, PROVIDE AIR GAP PER BY CODE. IF REQUIRED RUN CONDENSATE PIPING TO EXTERIOR DRYWELL, RETENTION J05.: 121S.03302011 90°ELBOW WITH TAP PROVIDED BY THE AUTHORITY HAVING JURISDICTION. PIPE SHALL DISCHARGE OVER DRIVE-THRU LOCAL CODE. SEE 11/A6.4 AREA OR STORM SEWER AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. /�• f MANUFACTURER ROADWAY CURB OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. PRAWN WATER HEATER L 4 PROVIDE 3/4"COPPER CONDENSATE FROM DRAIN PROVIDED BY VENDOR TO RUN DRAIN LINE FROM SIS DRINK MACHINE THRU WALL OP'G.TO OUTFALL AT FS R}-� D. INSULATE ALL HORIZONTAL RUNS OF STORM DRAINAGE PIPING ABOVE THE CEILING OR OUTFALL AT MOP SINK(HEAT ROPE 1S SUPPLIED WITH FREEZER CONDENSATE). BENEATH b/T DRINK MACHINE.SEE DETAIL 11/A6.4 5Y= 1/2"VINYL OR PVC CONDENSATE EXPOSED WITH 1"CLOSED CELLULAR INSULATION WITH VAPOR BARRIER JACKET THAT CONCEAL DRAIN. MUST INCLUDE LOOP AIR CAN BE PAINTED. CONDENSATE PIPE 1N WALL. -- TRAP. 1/4"/FT MIN.SLOPE E. 4"SECONDARY DRAIN OUTLET SHALL EXTEND 2"BEYOND FINISHED WALL.SEE `J PVC OR COPPER CONDENSATE DRAIN FROM HVAC UNITS ON ROOF, RUN WATER HEATER PLATFORM ARCHITECTURAL DRAWING A4.0 FOR INSTALLATION PROCEDURE AND A4.1 FOR EXACT ABOVE CEIUNG TO FLOOR SINK.PIPING SHALL SLOPE 1/4"PER FOOT AND LOCATION OF DRAIN OUTLET. SHALL BE INSULATED WITH 1"CLOSED CELLULAR INSULATION. REFER TO RISER DIAGRAM ON SHEET P5.0 FOR PIPE SIZES. TOP OF LOOP MUST BE BELOW F. COORDINATE LOCATION OF STORM WATER PIPING ABOVE CEILING WITH ALL TRADES BOTTOM OF EXHAUST FL ROW. PRIOR TO INSTALLATION. 6 ENTIRE RUN OF DRAIN LINES TO INLET OF EXTERIOR GREASE INTERCEPTOR AND OUTBOUND FROM INTERCEPTOR TO CONNECTION AT SANITARY MAIN SHALL BE HUB DRAIN/FLOOR SINK G. SEE ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS SCHEDULE 40 PVC DM OR AS REQUIRED BY THE AUTHORITY HAVING 4) NOT TO EXCEED 1"A.F.F. JURISDICTION. H. VERIFY WITH THE LOCAL BUILDING AUTHORITY THAT CONDENSATE DRAINAGE CAN BE r ROUTED TO THE MOP SINK. Q NOT USED. ISSUE ( 10-16-2011 �D `--- ', , 1\ 8 4"VENT UP THROUGH ROOF. DATE: -1 ''' \ o SCALE: NONE 9 PIPE 3-COMPARTMENT SINK TO FLOOR SINK WITH AIR GAP PER CODE. WATER HEATER CONDENSATE DETAIL 1" = 1'-0" E WASTE & VENT PLAN NOTES C KEY NOTES B P 2 NO 440 Ake, RODD E. HANSEN a/t 4 4,-if' '1 EUGENE, OREGON pcs- F 1,Z 5173 OF 0 THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROD= HANSEN,ARCHITECT,LLC, AND IS NOT TO BE USED, IN WHOLE OR PART,FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEa- E,ARGi-IITECT,LLC COLD CUMATE OPTION: COLD CUMATE OPTION: 0 C FUR OUT WALL BEHIND SINK AND INSTALL FUR OUT WALL BEHIND SINK AND INSTALL _-i L PLUMBING ON WARM SIDE OF INSULATION. PLUMBING ON WARM SIDE OF INSULATION. j L r -] 22 E 1.-- 18 19 19 C.: I 40 I (HB1 1) 16 W L-1.. I I QF- O S-284 I C-107>'' --- ��%j0 Jj�.i• li:i�" • 0 _ a V.,//////////i///,7P 1 . Air iA►iiIIMMAr M./ Aril=- _ //; :iii ////////// / _��c ra ,r 4 ///// i� f/ . iii/// /l//�,�////////////////// ---- U C� 0 i� U. r--k �I I Fig'` -Ell ( S 1 , It....gf.rrrrl�! ��r�l fI Mai I iTTT' ‘ / / GAS METER, REGULATOR,VALVES, �3 / r a� L—J - ■ ■■i I I / 1■Illt, I - CM U '1 l i ill I 1-1/4" kIL / BRACKETS, ETC.AS REQUIRED BY n / �` w / LOCAL GAS CO.SEE CIVIL PLANS {' / 1 w tip$ r , ' r- 1' l L�i 1 • !i �1 ,� U/ I - `` 1 j FOR CONTINUATION. /� J 1-_ S 285 \ I� Ir23) / / W Q) - / I 314"� 1/2 �� © _ / / D . (:-'i g. 1, Q / I ' ��' / RO 1 1 ki 2"GAS RISER 6 N r cv / C-250 23` 1/2" / II ✓ z Q) c� jr4�� w.... Mt. -TU ON Roo"`"'.." ` / 11nI I�.I — !— ►`� w L _ - 1 w... !�'� m. C.am `_1 / •w_ _ / O ,fin �_ 0 I I EIS ,. 0 a r i r t./." i � I O ► ! I % 13 �' L � B' IN I �: 10 i_ I / - I� I;: 0 ` _:.: „ism Vs E BCW t_ 7 N-171 r / -" LU !i 111 W " HW- ' u CW I r"-� �� ® 1 1 HW I I • I 1 1/2` j I I Iil a I _ _ _ ..�_ L'! _ 1„ I / RTU-1 ON ROOF !1 11 � 1�'J 1 1� ,� J , / C111 Tr 9 "Clrf` U / / / Li--J { ®D (L 1 ) I f c, m1 1f4 ! 1-114" / / /I I lel i I / / / �i� . . /1" v fkG I F G `J ii % / - r E'p I i n 1/2" / V —I-- ly �� (WC 1) '�� sl} ET i II / ` N u ' 1/4: (IV ©. : l 1/2" � 4 X13 ,h. 0 4- D p El/ / B --- ()__ ii- --- :2! 6 I 11** 314" ��1111.1 - OrA I♦ / — !nI ll €113 0 1—1 i/iii a t #r Iii _ 1 _./777777//1 'may' Yu-r • �► i / �` m I Q_ n' - 16 �- 14 T 1 11 "DOMESTIC WATER SERVICE. n mil- l _ L --� �W -��FOR CONTINUATION,SEE CML DRAWINGS. o HB 1 ) 26 E ..--) WH 1ii in Q BFP 1 10 in 1 n 1.() C/ COLD CLIMATE OPTION: Z 11-1-1 Q1 •<;(INSTALL PLUMBING IN WING WALL cel Cu A o 2 V 12 I 11 I 10 E 9 I 8 I 7 I 6 1 5 I 4 I 3 2 f 1 WATER & GAS PLAN 1/4"=1'-0" A A. WATER DISTRIBUTION PIPING IS SHOWN ABOVE FINISH CEILING. UNDER SLAB Q 1-1/4"GAS UP TO RTU-2 WITH DIRT LEG,GAS COCK, UNION. 16 1/2"CW DOWN IN WALL TO EXTERIOR HOSE BIBB. DISTRIBUTION ALLOWED AT CONTRACTOR OPTION. COORDINATE ALL DETAILS. C2) 1-1/4"GAS DOWN TO WATER HEATER WITH GAS COCK,DIRT LEG AND UNION, 41311 BUNDLED SYRUP LINES TO BEVERAGE DISPENSERS S-533&S-530 AND FILTERED WATER B. NO ROOF PENETRATIONS PERMITTED WITHIN THE ROOF'WATER VALLEYS", REFER TO � ,J� LINES TO ICE MAKERS S-511 AND FROZEN BEVERAGE DISPENSER S-543.SEE DRAWINGS TITHE= WATER&GAS PIAN C 112"TEMPERED WATER DOWN IN WALL TO HAND SINK. A2.0, P5.0,AND 19/A6.4 ROOF PLAN FOR LOCATIONS, 4 1'HOT AND 1-1/4"COLD WATER LINES DOWN TO WATER HEATER. 18 1-1/4'GAS DOWN IN WALL TO TACO BELL COOKING EQUIPMENT. VERTICAL GAS PIPING IN JOB*! 1219.03302011 C. REFER TO SHT P4.0 FOR ROUGH-IN LOCATIONS. WALL SHALL NOT BE RIGIDLY SECURED AND ADEQUATE PIPE PROTECTION SHALL BE © 1/2"HOT AND COLD WATER LINES DOWN IN WALL TO PREP SINK. PROVIDED. D. REFER TO SHEET P5.0 FOR WATER AND GAS ISOMETRIC DRAWINGS. DRAUN 6 1/2"COLD AND HOT WATER LINES DOWN IN WALL TO THREE COMPARTMENT SINK. 19 3/4"GAS DIRT LEG W/GAS COCK TO COOKING EQUIPMENT. PROVIDE FLEXIBLE GAS HOSE BY: R E. FLUSH ALL WATER SUPPLY LINES OF ALL DEBRIS AND IMPURITIES PRIOR TO KIT FOR CONNECTION TO COOKING EQUIPMENT. CONNECTING TO WATER FILTERS. C7) 1/2"COLD WATER 2'-0"A.F.F. CONNECT TO WATER FILTER FOR HOT WATER SYSTEM Q P-450. PROVIDE SHUT-OFF VALVE PRIOR TO CONNECTION TO TO WATER FILTER. 20 3"PVC EXHAUST AND INTAKE FLUES FROM WATER HEATER, PIPE THROUGH ROOF AS .... F. PROVIDE REDUCED PRESSURE BACKFLOW TO SERVE CARBONATOR ,DRAIN RELIEF TO RECOMMENDED BY MANUFACTURER TO LOCATIONS SHOWN ON SHEET M2.0.SEE DETAIL 8 1/2"COLD AND HOT WATER DOWN IN THE WALL TO THE MOP SINK. 2/P6.0. FLOOR SINK WITH AIR GAP. 9 1/2"CW DOWN IN WALL TO FLUSH TANK WATER CLOSET. ® 1/2"HOT WATER DOWN IN WALL TO TB RETHERMALIZER.PROVIDE WITH REDUCED G. PROVIDE A VENTED DOUBLE CHECK VALVE W/ATMOSPHERIC PORT FOR THE WATER PRESSURE ZONE WATTS SS009-ASSE1013 AND SHUT-OFF VALVE OUTSIDE OF WALL FOR LINES SUPPLY LINES TO FOOD SERVICE EQUIPMENT CASSE-1022.) CD REDUCED PRESSURE BACKFLOW PREVENTER LOCATED PER LOCAL_UTILITY REQS. CONNECTION TO RETHERMALIZER PROVIDE SHUT-OFF VALVES AT BOTH SIDES OF BACKFLOW PREVENTER.PIPE H. EQUIPMENT VENDER TO FOLLOW MANUFACTURES REQUIREMENTS TO INSTALL DOUBLE REUEF TO FLOOR SINK.VERIFY LOCATIONS WITH CIVIL DINGS. 41190 RUN GAS PIPE 18"A.F.F.WITH DIRT LEGS FOR GAS HOSE KITS TO COOKING EQUIPMENT. CHECK VALVE ON EQUIPMENTS WHERE APPLICABLE. 11 1"GAS UP TO RTU-1 WITH DIRT LEG,GAS COCK, UNION. 1/4"FILTER WATER PIPE DOWN IN UTILITY CHASE OF DRY PRODUCTION UNE. PROVIDE 110 SHUT-OFF VALVE ON FW PIPING 1N CEILING NEAR CHASE. CIO 1/2"TEMPERED WATER LINES DOWN IN WALL TO LAVATORY. 1/2"COLD WATER TO REVERSE OSMOSIS FILTER P-305 AND 1/2"FILTER WATER FROM 13 3/4"CW DOWN ALONG WALL TO WATER FILTER S-286, 24 REVERSE OSMOSIS FILTER. PROVIDE SHUT-OFF VALVE ON CW PIPE PRIOR TO CONNECTION ISSUE 10-16-2011 ' ii TO FILTER. DATE: 14 WATER HEATER(WH-1).PIPE CONDENSATE LINE.T&P DISCHARGE AND DRAIN PAN TO HUB DRAIN.SEE WATER HEATER DETAIL 2/P6.0. 40 3/4"GAS TO PATIO HEATER WITH DIRT LEG,GAS COCK, UNION. . SCALE: NONE all EMERGENCY GAS SHUT OFF VALVE LOCATED BELOW CEILING. 26 OPTIONAL WALL TO BE ADDED FOR PLUMBING. NOT USED E NOT USED D WATER & GAS PLAN NOTES C KEY NOTES B RODD E. HANSEN •• ZA,--/2._ �j EUGENE, OREGON F 7), 5173 V OF 0 v a T E DST AND THE IDEAS LL APED DESIGNS MGORf'OR4TF� HEREIN ARE THE PROPERTY OF o� • • SAND IS HANSEN, TO BE ARCHITECT, M LLC • n e • D — WHOLE OR PART,FOR ANY ❑ OTHER FROJECT WITHOUT THE 0 11r 111 O r Q 0O r 1- WRITTEN AUTHORIZATION OF e 1:1 e e --co RODI� HAN9EN,ARCki1TEGT,L1.0 13 TIVN *�N * rCV "��N '-lN r IN T"�N w�IN -INco U L�. co (0 Vm '7 6 coN T Q SO - u_ M CO� r r- 7-• U.] ❑ E i---- 0C..' wLL CD © 28'-4"GonseD ~ = ri ai at vi ro i-i ai E I Uri Zi:.`ii�'r y�rr� I♦m iii l l i 7 -� u ' � I Q I 251-81.2GSM r-- ..� I ! . 1 lii I --. 4, ❑ pi, 0 .�.' ! i iii rJJr :..r 1 ' L--I1 I ; .I ,LI .I LI � I ----� ----- NI 24`-52' 0 IN ' 1 -� i3lli iiililillq �I I II VENT THRU ROOF I `fay ,` „lN li 441#I` U _— atil i I G026 I 1 1 t. - C-10721'— ` o ' 23'-02" '{ O V -- C:) " VTR 3> T �� i{.' I , ..: 0} O •, i, / 21'-6"VENT -1-► "V l '� Q — 20`-102° c� r �II�� -4-; co ENSURE 2'-4"CLEAR ALONG �� - � p r —� WALL FOR OPENING FOR r4V I ' ri. _a1 �__--, — 0 - 4-7 ,� DRINK DISPENSER LINES. 1 nunr__ __, I I I " \ 1;,,,,,,,,r,"1 r ) — 0 -6 SEE DETAIL 15/A6.4 — 7 'm - ® � 5-362 I ! x, 18`-0"� S 1 VENT N O i() Q I-Bi r i .M Li I- I 1[III1L) Y i i 4 16'-62 FS 1 }4 I '--� 14'-102" 0 C U7 0 X E I I ia7 O P-452 is , 13,-�,m� oag `_` it 1 l (1. IL lU 2 0 LT _ 1 i�;�i i 0 I I �0�� flilai j VTR !l FT r i i "` O. I i 12'-3" VENT THRU ROOF !IICI 1 i r v- —---Tn-7------ricr , jj 1.,5"611131.3111111 c IP% ❑�I y){ i I I�� - g-off 1 LJI orl ;. -,� ill ' e�-0 L 1 VENT(WC 1 L. Li�� 1)1e Fr i :l—m- —-- . 1{FDI 1 T IIIII 01 � 11111.04gilI , _ .! I.A (k III t cm Q � FSI 1 l • cc) I .iti�! S-2s611k G3� ., 11-- cN �i• -Q Om 3 � `�' 0 e "Iii _ 1Z _i 2 0 ir, L_ 1,_32"©© B LZ I 11111 �/, 11-2"rWD 1 i O ■I illi•- • 1.� —] I�x• 0 -• E / \ 0 V INSIDE FACE OF STUDS m m 1'-11"ECO - O CaE • 1.0 CI I-0 tV t] `� r[N 1-1N V 9 CV ON = r b b �p N --1--i () I— CO c�� CNS N N N N G? 1- `op u7 lfT 0 _^ {"" O n n n r j Q 8 N O © ^© LU A ,i-{i--li g gl o \_..) 0 CC U3 Iii L.) la L°.- 13 w En- 0 111 iz 0W wz i) "([ 12 I 11 I 10 I 9 I 8 - I 7 I 6 1 5 1 4 1 3 I 2 I 1 I— PLUMBING ROUGH-IN PLAN 1/4"=1`-a" A EQUIP# EQUIPMENT ITEM TYPE ELEVATION REMARKS EQUIP# EQUIPMENT ITEM TYPE ELEVATION REMARKS O HOT WATER 1. ALL DIMENSIONS TO FLOOR SINKS, FLOOR DRAINS AND HUB DRAINS ARE TO CENTER O' FIxTURE. PLUMBING ROUGH-1N S 3 ) 3-COMPARTMENT SINK FAUCET CW/HW +38"A.F,F - • COLD WATER 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THIS DATA ON THE TITLE: PLAN S 4 ) PREP SINK W +19"A.F.F - LOCATION OF ALL PLUMBING ROUGH-INS WITH INFORMATION PROVIDED ON THE CD TEMPERED WATER ARCHITECTURAL AND STRUCTURAL DRAWINGS AND THE EQUIPMENT ACTUALLY JQ$+► 12�9.P330201� (FS 1 1 ) FLOOR SINK -- ( S 4 ) PREP SINK FAUCET CW/HW +38"A.F.F - SUPPLIED AND TO CONFIRM THE CORRECTNESS OF ANY DIMENSIONS INDICATED FD 1 FLOOR DRAIN - El GAS HEREIN. D RAM (HD I 1 ) HUB DRAIN ___. - Q FLOOR DRAIN * CHILLED&FILTERED. $�, 1R1-1 (WH 1 ) WATER HEATER CW -- (WH 1 ) WATER HEATER G +15"A.F.F. -- [XI FLOOR SINK A -- (WC 1 ) WATER CLOSET FLUSH VALVE CW +29"A.F.F BOTH HANDICAP AND REGULAR ® ICE MAKER FW - VIA SYRUP BUNDLE O HUB DRAIN (UR 1 ) URINAL FLUSH VALVE CW +47"A.F.F. WALL MOUNTED <C-107> RETHERMALIZER HW +8"A.F.F. (UR 1 ) URINAL WASTE STUB W +16-1/2"A.F.F. WALL MOUNTED <C-107> RETHERMALIZER G +12"A.F.F. • WASTE OUTLET L , 1 ) LAVATORY TW +20"A.F.F. -- <C-026> DOUBLE OPEN FRYER G +12"A.F.F. CD FLOOR CLEANOUT (IL 1) LAVATORY WASTE LINE W +16-1/2"A.F.F. - (S 1 1 ) HAND SINK TW +18"A.F.F RIM OF LAV @ +2-8"A.F,F. e WALL CLEANOUT S 2 MOP SINK W -6"A.F.F. RECESSED IN FLOOR <S-286> WATER FILTER SYSTEM CW +94"A.F.F. INLET TO&OUTLET FROM FILTER p FILTERED WATER Ig S 1 2 ) MOP SINK FAUCET CW/HW +36"A.F.F -- <S-362> UTILITY CHASE FOR V-LINE FW CLG. STUB AT CLG. PATE: 10-1�'-2011 S 1 2 ) MOP SINK FAUCET CW/HW +42'A.F.F CLOSET MOP SINK ONLY <P-452> FILTER FOR HOT WATER SYSTEM CW +24"A.F.F. 0 VENT UP FROM UNDER SLAB S 3) 3-COMPARTMENT SINK W +19"A.F.F -- n WATER UNE THRU FLOOR. SCALE: NONE PLUMBING ROUGH-IN SCHEDULE D SYMBOL LEGEND C PLUMBING ROUGH-IN NOTES 13 __. P 4 N 0 .. OD Ade 4"VTR -ji`d�4„V ' t •�� "CW c`.Y, � /4 , 0 RODD E. HANSca EN 00,. (5A 1 2"V '''t �� C Q 4 1"CONDENSATE ' t ..`. 1 1/2"V EUGEiVE, OREGON 'st. MD FROM RTU-1 3"V-Z j �.•� ,/� 5173 �' 314°CW 4% . � ' (FS 1 1INN- )146"GW ` ..`` OF 6 % �� t � � , .` � THE DOCUMENT AND THE IDEAS t (S 1 � I ` AND DESIGNS INCORPORATED 112"CW 3/4"CW ` .` FROM RTU-2 HEREIN ARE THE PROPERTY OF \ (FS 1 RODD HANSEN,ARCHITECT,LLC, MD 1/2"'NV /—1/2"HW ----. AND IS ORNOTOT, ANY IN > 4"GW OTHER PRO, CTlt�11THOU THE 112"HW © 1"CD FROM ©� LURITTEN AUTHORIZATION CP ♦ 1"CW RTU-1 ,- 'N. FCO 1 ) (FD 1 ) 2°5S 2"V RODD HANSEN,ARCHITECT,LLC 11 z SS V� CO 1 ) C.] C.: 4 3/4"HW RETHERMALIZER 2 V _-,j LrWO CID 1"cw 1/2"FW / ®E �' t (wc 1 ®M i/2..TW I• COI i `� I�/ 3"GW 1..... t (c 1� I-- 2"V � 2„V-” '-• 0 (2 DIED 1/2.. ' (SA 1 4"SS °GW.' �i `� 4..V (FD 1 ) 3"GW �� " W Li L 13 l y1 1 .< ,, 4 VTR 112„TW <P-250 - Il ` Cw 1/4"FW (NCO 1 4"SS 1-1/2"V .� . `6,GW `` yco 1 ^ ,.''�f2'rV 3 V `.V -4,Vi ,. SU C.� 0 3 S t CO 1 `.� ��' r �` U / 1/2"CW 1"HW © (FDI 1 ) 1 `l.`` . /4°GW /��. 1 1/2"V >.i ,,k. ©D r -',`. 3"GW -'' t r' -'i3"vTR Q > I- (L 1 ) r ``. 2-1/2"a' t 112"H 1"HW - r1/2"CW 2°SS i 2"V �. `` ` 3°GW t ''' � 73"V" er, ._. ] (WC 1 &Cw f t 2"V • t at•< \� TC t �S5i . \ �,< �`4°V > 2.,SS f° r-- 1-- O V 112 HW t � t3 �< • � 0 � O04 S \ 1 t®iif. i,l M� &CW CW (FD " 3"VENT RUN 0 r OP UNDERGROUND r ZS 8 1 i/4 HW #.---1/2" a"SS . 4 G/Vi �� J 1>1- n o 1, L _1 11a"C&HW �� FCO 1 -� ' . .�2,�V �.' .�`` T ,b t4 -63/4"CWLL (sID i ®Q - (-:-- ,.__.(7-<-4" sei :t L 3 1-1/2"CW 2 V ;, xi Cr10 . Ella y�I I r'' 3"GW (2-WAY) 1,000 GALLON GREASE INT. !i3 g)_0 X " /'f � t \ �'' VERIFY SIZE WITH LOCAL #�- -� - a- u- Ui 1/2"CW 1-1/2 CONDENSATE �/Pi / FD i 6"GW .'�� 11�°H DRAIN DOWN TO MOP i i / -� /�� / �� BUILDING AUTHORITY (HB 1 &CW ' el:10® SINK �� ° �� , ` AND LOCATION.SEE CIVIL PLANS FOR DETAIL A BAG-N-BOX FRANCHISE OPTION: ° t 3 G ECO 1 ( ) 1 4 REDUCE GREASE WASTE UNE TO 4". 3"SS L I ll Ill� (MS 1 ) 1-1/2"CW '� L.� / (2-WAY) G! CO i ) J-J.-1< 141/2" �/ �� '-3/4°CD (2-WAY) -- 9 FW ®EI S-286 � 4"SS \ _ 4"SS * 6"SS _I ECali. CM= CO 1 6'SANITARY TO SEWER.FORre WATER METERCONTINUATION SEE CIVIL ' DRAWINGS. tli ,,% 1-1/2°DOMESTIC WATER SERVICE. FOR r-g, mCao CONTINUATION,SEE CIVIL DRAWINGS. , Q "' Oct. CV See. tAcAe. on. `k -e- P2.6 0 ! cil am L � WATER ISOMETRIC(SIMILAR) N.T.S. 4 WASTE AND VENT ISOMETRIC(SIMILAR) N.T.S. 7 a.-- * - Z 1 FILTERED EQUIPMENT AND LINES: L X i U 0 (25 CFH) <5-286>-WATER FILTER - <[ Di 47.<4 W(25) (RTU 1 FILTERED LINE (COLD WATER) CO l E (120 CFH) F3 cgip_ICE MAKER-ABOVE SELF-SERVE BEVERAGE DISPENSER* D 0 F� F2 F'` nn'' 3/4"(25) (RTU 2 F2 -ICE MAKER-ABOVE DRIVE-THRU BEVERAGE DISPENSER* 1�. 1" 2 CFH * z c() ( 50 ) �S_285>-DRIVE-THRU BEVERAGE DISPENSER „�. � (Yl Fl 10 `S-284>-SELF-SERVE BEVERAGE DISPENSER* m (PH 1 , : ,,., `J S-546 <6-546>-ICED TEA BREWER CO (25 CFH) Li 3/4"(50) 1-DIRT LEG (TYPICAL) S-284 * 11 I+ , -1 1/4" V 6 ® <5-630-FROZEN BEVERAGE DISPENSER S-285 * 3/4"COLD O * ® S-639 * WATER [ 10 11/ * FILTERED WATER SUPPLIED VIA SYRUP BUNDLE. REFER TO 11/P6.0.SEE V r S-286 SCOPE OF WORK FOR RESPONSIBILITIES. 1-1/4"(170) . ` 1-1/4" (220 CFH) Co 1: I— DOUBLE FRYER 1" (55 CFH) (110 CFH) GAS DEMAND SCHEDULE FILTERED WATER ISOMETRIC N.T.S. 2 *ETHERMALIZER Q ENTIRE RUN OF DRAIN LINES ON INLET TO GREASE TRAP SHALL BE SCHEDULE 40 PVC 10 GAS SHUT-OFF VALVE IN CEILING SPACE BY G.C. RTU-i 120 CFH (55 CFH} (110 CFH TOTAL)<C-107> OR NO HUB CAST IRON AS REQUIRED BY CODE. RTU-2 250 CFH 1 112"HOT WATER PIPE DOWN IN WALL PROVIDE SHUT-OFF VALVE OUTSIDE OF WALL TITLE: RISER DIAGRAMS Li 1" 1-1/4°(220) co 1/2"TEMPERED WATER DOWN IN WALL TO HAND SINK/LAVATORY. FOR CONNECTION TO TB RETHERMALIZER. WH-1 120 CFH 1-1/2"{420} co 1/2"HOT AND COLD WATER LINES DOWN IN WALL TO PREP SINK. ® 1/2"COLD WATER CONNECT TO REVERSE OSMOSIS FILTER AND 1/2°FILTERED WATER JOB.: 12-' .03302011 DOUBLE FRYER 110 CFH DIRT LEG (TYPICAL) FROM REVERSE OSMOSIS FILTER, PROVIDE SHUT-OFF ON CW PIPE PRIOR TO RETHERMALIZER 110 CFH 4 THERMOSTATIC MIXING VALVE. CONNECTION TO FILTER, DRAIN 41111 REDUCED PRESSURE BACKFLOW PREVENTER PER LOCAL UTILITY REQS. PROVIDE ® 1/2"FILTERED WATER FROM REVERSE OSMOSIS FILTER DOWN IN UTILITY CHASE OF Err: SHUT-OFF VALVES AT BOTH SIDES OF BACKFLOW PREVENTER. VERIFY LOCATIONS M.A.P.S. LINE. PROVIDE SHUT-OFF VALVE ON FW PIPE IN CEILING NEAR UTILITY CHASE. WITH CIVIL DINGS. Q 2"(540) -- TOTAL DEMAND (760 CFH)2" i�6� EMERGENCY GAS SHUT-OFF VALVE(NORMALLY CLOSED)SHALL BE ELECTRIC 710 CFH = 710,000 BTUH ` SOLENOID TYPE WITH SPRING RETURN AND 24 VOLT ACTUATOR,SUITABLE FOR USE ® TEE OFF 3/8"LINE FROM DRIVE THRU BEVERAGE DISPENSER FILTERED WATER SUPPLY. BASIS OF DESIGN ON GAS PIPING SYSTEMS.VALVE SHALL BE ACTIVATED BY ANY OF THE EXHAUST HOOD SEE DETAIL 16/P6.0. 7"W.C.GAS METER BY LOCAL UTILITY. FIRE SUPPRESSION SYSTEM. PROVIDE RELAYS AS REQUIRED TO ACTIVATE SHUT-OFF VALVE, © FACTORY GAS PIPING AT ROOF TOP UNIT FOR THROUGH THE BASE PIPE CONNECTION. 1 1/4° SHUT-OFF VALVE SHALL BE LOCATED OUTSIDE OF THE UNIT. NOTE: (WH 1 ) 8 PROVIDE NO HUB CAST IRON PIPE FOR FIRST 10 FEET OF PIPE FROM CONNECTION TO COORDINATE GAS DEMAND REQUIREMENTS (120 CFH) FLOOR SINK FS-2 AND PIPE SIZING WITH SITE-SPECIFIC RTU ISSUE DESIGN. 10-I&-201-1 PIPE T&P RELIEF VALVE TO OUTSIDE OF BUILDING OR TO HUB DRAIN, RUN FULL SIZE DATE: PIPE SIZE BASED ON 135'OF PIPE AND PIPE FROM VALVE WITH TYPE°K"COPPER TUBING. 7°W.C. SCALE: NONE GAS ISOMETRIC N.T,S. I 5 - KEYNOTES 3 SU'KI-Lu LHfNK/ UNE AFTER PRESSURE REGULATOR (��SUPPLY MAIN FROM METER 36"MIN. }. 112"TEMPERED WATER TO CONNECTION TO DRAIN PAN SHALL BE 3/8'PLASTIC UNE ICE FILTRATION <S286> ��,+➢ ��, LAVATORIES WATER TO CONNECTING AT THE TOP OF THE r- ./- VALVE MANIFOLD 1 011111 SERVICE CLEARANCES S. CHEESE MELTER a PRODUCTION LINE UTILITY CHASE D 2f _ , TOP 18" '�� s SHUT-OFF VALVE(TYP} FULL SIZE VENT TO ATMOSPHERE X0 PRESSURE K z t" j -. SIDES 4" RODD E. HANSEN .c-- REGULATOR DRIVE THRU 0 ¢ FRONT 24" j RTU -- '� ICE MACHINE ® Y z m o Q 1=4 /41/\Z THERMOMETER EQUIPMENT CURB TESTix_ Q Q cn GATE PORT GAPREUGE RE Elm SELF-SERVE ::�� :• ��•; VALVE ICE MACHINE `••.� •� �, EUGENE, OREGON 1 WATER FRAM :__ •_ `~ © D4 - 1-1/2' 5175 ` f J / 'rl\ --n SOFTENER- D SHUT-OFF WATER I e o di. , D�� OF Ov AND PE IGNS INCORFORA ®� ( ., RETURN CONDENSATE DRAIN LINE 4 THROUGH CURB OR THROUGH THE PRIOR TO VALVE AND_ _ it.. SINGLE MEMBRANE ROOF W/MFR. WATER HTR. lirtio_ 4130 THE oTT APPROVED BOOT FLASHING. III � � CIO1" 10 FIEREIN ARE T{-E FIROPERTT OF 1• CHECK VALVE(TYP) /* I t I • lilt CONNECT TO MAIN ABOVE CEILING �r r RODD HANSEN,ARCHITECT,LLC, PREFILTER r O r G AND IS NOT TO 6E USED, IN AND TERMINATE 2"ABOVE RIM OF WHOLE OR PART FOR ANY MOP SINK, INSULATE ALL PIPING CARTRIDGE R.O. STORAGE , . I OTHER PROJECT THE 1 .c.r) c° BEYOND THIS PENETRATION w w MEMBRANE TANK DRIVE-THRU DRINK <8285> RODD HANSEN,AR 4-1 WITHOUT MITTEN ,LLC '�,� '.3' CP L. �_ _11- SYSTEM -1,1,1,' U- L: SELF-SERVE DRINK `8284> tn v 6 L I " '�` REMOVABLE THREADED CAP FOR SYSTEM ` - y 1/2 LINE CLEAN-OUT&WINTER DRAINING --»ori CARBONATOR 1 <S570> (2--- I I -- ---• .- DOMESTIC CW TCARBONATOR 2 <S570> X1-1/4" CO SEE WASTE PLAN FOR o •......... O -- 1+I- DOMESTIC HW i'% CONDENSATE UNE BELOW ROOF WASTE WATER INDIRECT TO --�ICED TEA BRI=INER {5546 14 m FLOOR SINKIHUB DRAIN >- >--- FROZEN BEVERAGE <8639> W u` ____, SEE 11/P6.0 FOR PLUMBING DISPENSER 15 1-- TEMPERING VALVE N.T.S. 17 RTU CONDENSATE N•T•s. 13 REVERSE OSMOSIS SYSTEM N.T.S. 9 CONNECTIONS OF ADDITIONAL v OP - ""� EQUIPMENT TO FILTER SYSTEM. ()--•--_ -, f E REMOTE REMOTE SYRUP UNE T SPLICES SHALL BE DONE BELOW THE D/T DRINK L .1 I C. u V ROOFTOP ROOFTOP TABLE. ONCE SYRUP LINES HAVE BEEN SPLICE COMBINE 14 SYRUP r- - LINES,3WATERUNESAND1 Co2 LJNEAND RUN fAHOUGHIN-WALL GENERAL NOTES: DRY PRODUCTION LINE <P311> n`�' CONDENSER / CONDENSER OPENING 1. OVERALL FILTER DIMENSIONS: CHEESE MELTER EP FLUE THRU ROOF-SEE DETAIL 12/A6.0 Q AS SHOWN, REFRIGERANT REFRIGERANT 10 21'WIDE x 12"DEEP x 48 1/2"HIGH �' LINES �4 LINES a ROOF _ r © WATER HEATER PLATFORM PROVIDED BY W.H. MANUFACTURER. 0 0 2• SEE DETAIL SCOPE OF WORK FOR SCOPE FINISHED FLOOR ��1 DEFINITIONS, o rte-- 1- @ 0 CIIIII THERMAL EXPANSION TANK BY WATTS-SEE PLUMBING SCHEDULE-STRAP AND ,;;'' L SUPPORT TO WALL N S 3. ROUGH-INS SHALL BE PROVIDED BY THE cE '�_� r ` CONTRACTOR. © SCHEDULE 40 PVC,MINIMIZE TURNS AND TRANSITIONS. .'f "' 0 r L L ---� BUNN MOT WATER <P452> _.� Ql qi Z. 4• INSTALLATION MUST COMPLY WITH ANY FILTER POLY 6 GAS COCK VALVE WITH FULL SIZE DIRT LEG Q) '� (i-: _ STATE OR LOCAL PLUMBING CODES, L L L - c L L L CEILING_ 5 UTILITY-TOILET ROOMS/GENERAL KITCHEN (COLD) Ea 314"DRAIN WITH VALVE&CAP 0 t 4rJ� � 5• THE FILTER MUST BE PROTECTED AGAINST CO COMBINATION TEMPERATURE AND PRESSURE RELIEF PER LOCAL CODE Cr- I� Q3 ® ICE MACHINE v ® 1 `J I' 1 ® BUNDLES OF6WATERUNES FREEZING. POWER SOAK @ 3 COMP.SINK <N043> O `-' "- AND 1 Co2 CD RUN T&P DISCHARGE FULL SIZE TO HUB DRAIN : ID _ 03 FRUITISTA �J �� AS - 3J 0 X DRINK 6. USE ONLY TEFLON HIGH-LOW , =F, 3 S s MACHINE TYPICAL ( WATER -S PREP LINES <P311> 10 22 DEEP HEAT ; ICE MACHINE DISPENSER © T TEMPERATURE)TAPE TO SEAL THREADED DS HEATER 2 ' ' '" ILI 0- IL ILI DRINK ICE TEA • 0 PARTS;NO PIPE DOPE. <B223> -b RETHERMALZER <C107> AIR INTAKE W/INTERNAL INSECT SCREEN PROVIDED BY MFR. DISPENSER BREWER ii 7. DO NOT INSTALL WHERE LINE PRESSURE -5 UTILITY-GENERAL KITCHEN ® HORIZONTALLY.SUPPORT VENT PIPE RUNS EVERY 5`-0"VERTICALLY AND EVERY 3'-0" FI - -; L - w I _ �� _ © EXCEEDS 125 PSI OR WHERE (HOT) - -- ,.;�} -, TEMPERATURE EXCEEDS 100 F. LEGEND J OUTLET THERMOMETER PROVIDED BY MFR. LOCATE WITHIN 12"OF W.H.OUTLET. LEI J _. CITY $. SEE THE EQUIPMENT PLAN FOR LOCATION. KITCHEN EQUIPMENT# -0-•-- FLOW ARROW 14 SEE DETAIL 7/P6.0 FOR SCHEDULE OF ITEMS PROVIDED BY W.H.MFR. I " �' WATER _ SEE DETAIL 12THIS SHEET FOR BUNDLE N � (SHEET A2.0) c� DRAIN PAN TO HUB DRAIN. N I a-. Fla SUPPLY- `� �i�' 9. DETAILS POINT OF CONNECTION (PEPSI) A1® ® € ® n Ialalu�� 16 P-TRAP AND LINE TO DRAIN PROVIDED BY MANUFACTURER. LEAVE AIR GAP Q �7 r r r♦ ,, r r r r - - - --� Q Min SYSTEM POINT OF CONNECTION (GCIBETWEEN BOTTOM OF TRAP AND DRAIN.-r ,A+ -rI<, �- " 10. "Y"FOR ICE MACHINES SUPPLY LINES �( ( / ` c 1/21.D.UNE s/s• • SHALL BE INSTALLED @FILTER OUTLET. / DRINK � llllllEllEllElltlikllllllllllEJ•�IIfII411fUlllllfilEElIIEIIEI GRIN • `� L[La4j SHUT-OFF Of. WATER FILTRATION SCHEMATIC N•T•S• S WATER HEATER N•T•s• 2r COUNTER �� I ! COUNTER � ^ �^ . 7 VALVE . Ili I I I I I ) t ) G ( ) f 1 n n WATER r-Zille, 11. BACKFLOW PREVENTERS FOR FILTER . • REGULATOR- ASSEMBLY ARE PROVIDED. (�/ (n 13 2 - . 13pm 1 2 L-, LI, I © 1 LI J I I o I :�:x;; 1 I 0 I I ALL WORK THIS DETAIL PER DETAILS 6, 11 &12/P6.0 >-R CM C, I O CD I ¢ 0 r �-- ' 1 _ 1 �' - FILTER UNE F1 SUPPLIES FILTER UNE F2 SUPPLIES m -1- a7 O® _11 t 4B I I ® II 4B I SYRUP SYRUP SYRUPL. BULK CO2 TANK - BUNDLED TUBE BY PEPSI BUNDLED TUBE BY PEPSI u �I__. I III__ I � _ •• THERE ARE TWO SELF SERVE DRINK/ICE •_ CL # _ z ' N`' I. • • I 0 I I III ( - 1 I _ � '� SYSTEMS WHICH SHARE A COMMON FLOOR 1. DRIVE THRU DRINK STATION 1.ICE MACHINES Q * 1_1_ .71 _ 1�1 I O I i kNii 0 � WATER FILTER SINK WITH THE D/1 DRINK/ICE SYSTEM. 2, SELF SERVE DRINK STATION X I W` lO� 0 O I I SYRUP SYRUP SYRUP CO2 / -1 uQt 4 v CARBONATOR I CARBONATOR 0© I SECONDARY WB2-M3-22-003 n 111 (L (� tu MOTOR I 1 I MOTOR �� - REGULATOR NOTE INSTALL ELECTRICAL,WATER,AND DRAIN IN i SYRUP SYRUP SYRUP 90-100 PSI ACCORDANCE WITH ALL LOCAL,STATE &FEDERAL WATER BOOST MODULAR FILTRATION (WBMF) SYSTEM CO OPENING IN WALL FOR CODES. -----) L2 n� {� DINING ROOM DRINK } ` EQUIPMENT RATING: F2 F1 1.1-1 ID 111 f/ Q DRAIN LINE. SEE `� _* �- ICEMAKER SYRUP SYRUP SYRUP 11/A6.4 DISPENSER DRAIN II� DRAIN ED250 DISPENSER-115V,3.5 AMPS Y ` z 1 1-1-1 Q -4 0 II ED300 DISPENSER-115V,4.0 AMPSCARBONATOR-115V, 1 i FLOOR SINK BAG N BOX RACK BOOSTER ASSEMBLY 6115V.60 0 Hz, 7.0�6 5 AMPS JPS i:L m }- DINING ROOM DRIVE THRU BACK ROOM I, e lCO KEY NOTES: 0 3/8"Co2 LINE 0 3/8"FILTERED WATER LINE TO DINING&DRIVE THRU O BUNDLED TUBING CEILING 7o PRE-SET Co2 REGULATOR 0 3/8"SHUT OFF VALVES 0 3/8"FILTERED 0 3/8"LINE FOR 0 A. WATER LINE TO ICE MACHINE PENETRATION. SEE DETAIL 18/A6.4 BARB FITTINGS,TYP @ WATERLINE-ICE TEA, PRESSURIZE FILTERED 0 14-318"SYRUP B. WATERLINE TO WATER DISPENSER VALVE STAINLESS CHASE ® SURFACE MOUNTED S.S. ALL"Y's FRUITISTA, DRINK WATER r,-..a 40, ,. ).. 0 UNE BUNDLE C. WATERLINE TO CARBONATOR - MACHINES&ICE co SURFACE MOUNTED FROM CHASE;ONE FOR EACH 10 DRINK SYSTEM BUNDLED MACHINES 13 ELECTRICAL FOR DRINK 4 112 X 318 X 318"1"' CEILING TO TOP OF ICE BUNDLE. SEE DTL. 15/A6.4 APB 0 SEE DETAIL SYSTEM. SEE SHEET E3.0 MACHINE DRINK SYSTEM SCHEMATIC. N.T.S. 11 NOT USED N.T.S. 1 7 CO2 UNE TO co-DRINK ICE MAKER PLUMBING DISPENSER 9 FLAVORS & 4 I LINES FOR TITLE: DETAILS FILTERED WATER LINE CARB PUMP FUTURE �._.. TO D/T DISPENSER RINK \ BEVERAGE 0 I010 J08": 121 .03302011 BEVERAGE DRINKING �' DISPENSER i �� ►•+ WALL %---•' ..--' I410 iii0,,,,,,., ��}�V�. KEY NOTES: PRAWN RH CO2 ,:40� + x r `_ 3/4"COLD WATER INLET TO 1/2"COPPER LINE AND FITTINGS AT FILTER, BY: E . LAVATORY f 3/8"x 114"SHUT � ��1. 40,411,73046111110 �► Q 3/4"OUTLET W/INTEGRAL BACKFLOW PREVENTER, EQUAL TO WATTS _ I � h �' REGULATOR CO, SERIES 007 AND SERVICE BALL VALVE. OFF VALVE ® ® ® I `- :`,, , . 1fl rem 3/8"FILTERED I l� ` 41111, 1 TEE OFF FROM DITtt �� DRINK DISPENSER WATER LINE I l,, I -� GENERAL NOTES. FILTERED WATER LINE f --I • •., L_J AND RUN TO FBD 1. OVERALL DIMENSIONS 21"WIDE x 12"DEEP x 48 1/2"HIGH - - - - - - -- - -- -- --- I FLOOR MOUNT UPRIGHT SUPPORT 2. SEE SCOPE OF WORK FOR ADDITIONAL INFORMATION, SEE 11/P6A FOR PLUMBING " x5 3. INSTALLATION MUST COMPLY WITH STATE OR LOCAL PLUMBING • 4 4, CODES. IF TUBES ARE EXPOSED,PROVIDE FILTERED WATER I CONNECTIONS OF ADDITIONAL , TEE OFF FROM D/T STAINLESS STEEL WALL COVER � 4x4 WELDED BASE PLATE W/{4} 112" 4. THE UNIT MUST BE PROTECTED AGAINST FREEZING. DRINK DISPENSER CO2 I AND CO2 LINES VIA EQUIPMENT TO FILTER SYSTEM. APPROX. 3 i - ,s APPROX. HILT!KWIK BOLT II OR EQUAL 5. USE ONLY TEFLON (HIGH-LOW TEMPERATURE)TAPE TO SEAL SYRUP BUNDLE ' THREADED PARTS, NO PIPE DOPE / LINE AND RUN TO FBD 318°CO2 LINE �, „ 1' 111 I I 11 DIA. �� '� % - 72 DIA 6, DO NOT INSTALL WHERE LINE PRESSURE EXCEEDS 125 PSI OR ISSUE 10-1(0-2011 L - j - • - • - • - • - CO2 LINE •,_--4.',, FINISH FLOOR WHERE TEMPERATURE EXCEEDS 100 F. DATE: • - WATER LINE 7. SEE SHT.A2.0 FOR LOCATION. N o 0 0 SCALE: NONE WATER & Co2 BUNDLE SYRUP BUNDLE DRINK SYSTEM SCHEMATIC DETAIL N.T.S. 16 DRINK MACH. BUNDLE CONFIG. NTS 12 LAVATORY SUPPORT N.T.S. 8 WATER FILTER SYSTEM N.T.S. 4 _ -% tp 4 RODD E. HANSEN P e EUGENE, OREGON it'. F i�e 573 OF O�� THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF RODD HANSEN,ARCHITECT,U.C. AND IS NOT TO BE USED, IN _ WHOLE OR PART,FOR ANT OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION CF ROOD HANSEN,ARCHITECT,LLC .,...II L .J L= V c LULL H - . 1 1 ` -- 0 Cy v W/ 70 moi ' l� \ moi ' \ \ Q > Q U' / � 4"VTR ROOF HATC 7/---- al CCD-- ..,„,,,.. .-------- EF-1 ON r - ------..<- - - - - ---1 ..„....--- / ICE MACHINE _' I \� { 4„ R \ D CO ' ` I- / CONDENSERS `_ FROZEN BE ERAGE - \ 0 l r 1- Q m / CONDENSER 40 1 / \ (2) -3,VTR csl r cv E ' / RTU CLEARANCES I RTU-2 ON 1 / 1 Q < 11%-1' @ I- / / (TYP.) ROOF / 1 WALK-IN �`W 4.) -� 1/1-- —rc�n.i I _ _ NI-COOLER / 4,1 �� FRUITISTA CONDENSER FREEZ R / I RTU-1 ON I CONDENSERS _ / I ROOF I �� f \ O - 'R10 / F - -- ‘,„,,, , - - mj7 \ ;C , r„ ill �� its i ILI I ISOI1 I 1 I L I `�' G - � T - J III 1 I ! I I 1 -i I L I JEF2ONff.( L - _ - - ROOF Iii am• in) 0/ , CN1 0 1— r m A A � I- 0_ � U - 1 B __I, X ' LICA Ll Z01 Ill i1fl - i___ CO ..z.eA Q 0 1 12 I 11 L 10 1 9 8 I 7 6 1 5 4 1 3 2 I 1 MEP ROOF PLAN 1/4°=V-0" A 413, MAINTAIN AT LEAST 10'BETWEEN ALL EXHAUST OUTLETS AND OUTSIDE AIR INTAKES. © ENSURE VTR IS MINIMUM 10'FROM ALL OUTSIDE AIR INTAKES. TITLE: MP ROOF PLAN J05*: 121 .O33O2O11 DRAWN IRI--1 13Y: p -- ISSUE 10-16-2OI1 DATE: SCALE: NONE NOT USED F NOT USED E KEY NOTES B MP1 . O