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Plans (95) FPS2O18-00016 3 of 3 LEGEND: TWO HOUR FIRE WALL ASSEMBLY-90 )(3 I. Si .1— - r MINUTE RATED OPENINGS -ASSUMED PROPERTY LINE AT BUILDING EXTERIOR 1 ONE HOUR FIRE BARRIER ASSEMBLY- .. •••• • • �'� 60 MINUTE RATED OPENINGS •• : ' ' • 11. INCIDENTAL USE AREA PER 508.2- I- \ PARTITIONS SHALL EXTEND TO FLOOR _ CEILING OR 4THE P S AGEOOF OF SMOKE AND ALASSEMBLY TOLREVENT DOORS L ___.,., SHALL BE SELF-CLOSING. AUTOMATED SPRINKLERS SYSTEM IS PROVIDE PER 508.2 IN LIEU OF ONE HOUR PROTECTIONS. Mill[-1 BLDG 2 ••....%../..��%..get. .." FIRE -RETARDANT TREATED ROOF DECK FOR J). 6916 S F .4%4%.��4444♦••��4%••••••� A ©ISTANCE OF4' ON EACH SIDE OF FIRE •i.•i.••••i••.'•.••••i•.i••.'•.••• WALL WITH NO OPENINGS IN ROOF DECK (OSSC 2007 SECTION 705.5, EXCEPTION 1 1 I , IBI 4.4.3)1 1 ALLOWABLE AREA ANALYSIS: p BUILDING I-CLASSROOM WING,MEDIA CENTER,ADMINISTRATION Dull Olson Weekes - IBI Group affilimitiot1 C '\' Architects, Inc. SUMMARY: / o BUILDING IS MULTI-STORY COMBUSTIBLE CONSTRUCTION. (30'-0" +TO CANOPY/ 0 CENTERLINE OF ADJACENT STREETS AND PROPETY LINES AT ALL Street Portland OR 97205 USA Str W Stark YARDS). IT HAS AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER tel 9D7 SS 22a k Str fax 503 273 9192 SECTION 903.2.2 www.dowa-ibigroup.com www.ibigroup.com 329 SF COVERED PLAY USE&OCCUPANCY: EDUCATIONAL GROUP E 4343 SF CONSISTING OF CLASSROOMS, COMMONS, MEDIA CENTER, AND ADMINISTRATION OFFICES. CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 r I�� 0 c ALLOWABLE HEIGHT: c....)(•\..0t1) -`C� 40' (PER TABLE 503)+ 20' (SPRINKLER SYSTEM -PER 504.2) �� f� = 60 FEET 4346 C� JAMES M. FITZPATRICK C ALLOWABLE NUMBER OF STORIES: '• Digital) sl byJameSM. BLDG 2 LOWER LEVEL ALLOWABLE AREA 1 STORY(PER TABLE 503)+ 1 STORY(SPRINKLER SYSTEM -PER % F�pa+rick • 504.2) = 2 STORIES ti):),,PORTLAND, io:ss:zs-oPioo SCALE: 3/64"= 1'-0" PORTLAND, OREGO ' ALLOWABLE AREA: 1 01c1.•r .. -, 9,500 SF PER TABLE 503 �F 1 1 AREA MODIFICATION: (PER SECTION 506) I - ` — \W ; O _ If = 100 [- - o.25 30 = 100 [ o.25 30 = 61 0 0 22'_0, I- - - - 1 CO N IS= 200 PERCENT(PER 506.3-TWO STORY) RECEIVED - _- - i - - A a At+ 0 I f l+ 10 I s - 9500 + (9,5010 (61) l r (9,50 200) J - J 0 - MAR 1201$ i I I l L J 30'_0" I CITY OF TIGARD - 1 Aa= 9,500 + 5795 + 19,000 = 34,295 SF i b * BUILDING DIVISION Io r I TOTAL ALLOWABLE AREA PER FLOOR: 34,295 SF n I- J I ` V %.rir-,1 1 I\4 I 1 TOTAL ACTUAL AREA: I .., . I FIRST FLOOR: (32,263 + 1,022 + 334+ = 33,619 SF < 34,295 SF = OK J CANOPY BUILDING II CANOPY BUILDING I 'TIM I SECOND FLOOR: 22,556 SF < 34,295 SF= OK JIIIJII IIIIIIIIII _ I v / 1022 SF (ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK) mi. 226 SF � 1 ; 29'-10 314.. \° . ° . Ii 0 .— 1 1 1 ,r � 1 °IVI , • :I o , _ C.) i j I �. , /�• . I'' II * { BUILDING II-CAFETERIA,GYMNASIUM,KITCHEN,AND BUILDING SERVICES 0 III I E I J . I — ii ' 1.1 S• — 1 SUMMARY: O N � i r. i . ' D I BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT HAS ANall% 9!� • - , I AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER SECTION 903.2.2 ♦�, .ti L - ,I I = �a ..i! i I I I l co U vTi �� I USE &OCCUPANCY: Ce 1 I - ., ® moi• .•�• -64 EDUCATIONAL GROUP E 1 2 BLDG 2 _ ..' Ni,I __ I CONSISTING OF CAFETERIA, GYMNASIUM, KITCHEN, AND BUILDING "t7 � c • 10550 SF :01 , .• _ SERVICES E `— as L 11 I i�i �. - " N- 1 CONSTRUCTION TYPE: CD CO H • )►• - =1 t I#� 11111I 1 E O• ��4' W :�, 1 TYPE V-B PER TABLE 503 �. �.; II .• o. r W cti u) `, �% 4 '� e I N i ALLOWABLE HEIGHT: U I� - *._.,46 •0•! , �� --- Ii- 0 o I 40' (PER TABLE 503) +20' (SPRINKLER SYSTEM -PER 544.2) 0 = p :.. %• ; = 60 FEET O � 12 O d- 1t ,• I OPEN _ � r � �: BLDG 1 — �� I ♦... 1 Ni tr. • E=I . I ALLOWABLE NUMBER OF STORIES: a •�� ''=' 32263 S F l 1 STORY(PER TABLE 503) + 1 STORY (SPRINKLER SYSTEM - PER r _. , CO CO M , - %• 1';i: I 504.2) = 2 STORIES ?i I� 1 ALLOWABLE AREA: 0 0 0 oCD n n -4:1) I I ill.....••1:41r411 :i. y - n I ,___ _ , 9,500 SF PER TABLE 503 . . 17 ,p _ - ' • s;� �� , L AREA MODIFICATION: (PER SECTION 506) �--• si ` ; . O 1 1 _ F W _ 606 - 30 - 1 - — 2 11 - I , . ,......._ --1 100 0.25 100 0 5 = 60 BLDG 1 / �� 1 P ] 30 710 ] 30 CANOPY , = - 2255�6 S F _ I '•'� f\--111-; = , ` 379 S F ! �_ �� •' � 15= 200 PERCENT (PER 506.3-TWO STORY) y4 G CANOPY A:TIC: � �I ♦ O� L _ + At If Af lg _ r (9,500 (60) (9,500)(200) O�N I \\ � � �S�' I = I II Aa At � 100 1+ 100 ]- 9500 + 10� [ 100 � (,P,37'k7:.3":47,PC::, �hla ;� ,,-'' 7 , - -„ . ; BLDG 2 ' IIl 334 SF i L �....... _ 21 7 SF �C'O` - - - - V Aa= 9,500 + 5,700 + 19,000 = 34,200 SF 3 � A,� 111 • \\\ ,'/ �J \ E:l 7 lillis TOTAL ALLOWABLE AREA PER FLOOR: 34,200 SFS „ . _, ,tt,H;i4 ._ I LL . \\ // I � IIcim L ri 1 TOTAL ACTUAL AREA: ” w e B I ' . „i. . I FIRST FLOOR: (10,550 + 2,187 + 379 + 226) - 13,342 SF< 34,200 SF - OK ; „.1,w ,, r _ I \ / I I I - r� I Gat„ae' „ ----- --- I II �\ �/ - LOWER FLOOR: (6,916 + 4,343 + 329) = 11,588 SF < 34,200 SF= OK • 1 ° Off({N - ; (ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'II'AREA 1S OK) ' \ I I I O / III I I I N I / \ I I I OFFICE COPY _ - - - ,'/ `\ ,'� Ilrlfllll Irillllli key plan 20'-0” cri' 'OF'TXGARD \ I I L �, I �I�J�I{. �,co II ' „ '� REVIE D FOR CODE COMPLIANCE phase Bid & Permit Set cti / \ �, �' 1 • j I Approved: ] ap IT ' OTC: 1 ] s ' \ ; i Permit I Permit#: FRS ao i R_ono 1c, date 02.09.18 JI I I I J Address: ,,Sr,., MIllr�nr k r Suite#: z I I i I I _ I By: —4-4d� � �Date: - b- ' revisions w _�1t H I l I = - = r C I I - I I I l I I I I 0 I I I I C) I I I I I I I I I E I I I I H � I I I I I I o I I . 4 o a a d 1 I co I L J I L J � I project# 16054 U I I CODE ANALYSIS - 0 0 I I I 1 ALLOWABLE BUILDING 2 II AREA QEn UAO SECOND FLOOR ALLOWABLE AREA FIRST FLOOR ALLOWABLE AREA ■ O ,_ • SCALE: 3/64"= 1'-0" • SCALE: 3/64"= 1'-0" N rn— rvO • LEGEND: — ! als__ � TWO HOUR FIRE WALL ASSEMBLY-90 MINUTE RATED OPENINGS-ASSUMED 9 PROPERTY LINE AT BUILDING EXTERIOR AREA (SF) OCC. LOAD FACTOR ,. ..i ; * ROOM NAME - i TABLE 1004.1.2 ` : •• • ` • (Code Definition) ` 980 20 - - 49 1 - -* OCCUPANTS 1 1##OF EXITS REQUIRED * (CUMULATIVE EXITS)' O# NUMBER OF OCCUPANTS WITH DIRECTION OF TRAVEL L ._. * ACCESSORY USE TO PRIMARY ADJACENT ROOM -OCCUPANTS NOT COUNTED FOR ilIMI EXITING C & U CUSTODIAL OR UTILITY ROOM -ACCESSORY USE -OCCUPANTS NOT COUNTED FOR EXITING I , I I 1 1 , s STORAGE ROOM -ACCESSORY USE - i OCCUPANTS NOT COUNTED FOR EXITING Dull Olson Weekes - IBI Group T TOILET ROOM-ACCESSORY USE -OCCUPANTS Architects, Inc. ° NOT COUNTED FOR EXITING PATH OF EGRESS TO AN EXIT- [TRAVEL 907 SW Stark Street Portland OR 97205 USA 273 9192 XX' DISTANCE NOTED IN ( XX' ) EQUALS tel 1�� • • I- ! I -41111S TOTAL DISTANCE FOR ROUTE]- MAXIMUM www.d 226 6950 fax 503 owa-ibigroup.com www.ibigroup.com om - - DISTANCE OF 250'ALLOWED PER TABLE CLASSROOM CLASSROOM 1015.1 (Classroom) - (Classroom) 913 20 - 910 20 EXIT SIGN LOCATIONS (ARROWS INDICATE DIRECTIONAL EXIT SIGN) 1 46 1 - 46 1 I I 1 ill X EXIT AND EXIT TYPE AS DESCRIBED BELOW QED /I n� 11 FIRE EXTINGUISHER CABINET PER OREGON 4346 411, B 1 •-_..rit.i• 1 a.ss N '.(,/ , ki � FIRE CODE 946.3 �7 JAMES M. FITZPATPICK CONE CUST. MIN II ►� _ 7 - (Business) (Other) ® I� we ❑i®iially sig'ned try James M. VW '� I 1 EXIT TYPE LEGEND O - F1 ao-ck„ 185 100 1 65 0Lii2 8.02.0911:o0:a5-08'an' 2 , 1 1 D 1 n 111111 1 1 111 11111 1 i C 95 - PORTLAND, 0REGUIV' TUTORIAL OFFICE O EXIT OCCUPANT REQUIRED PROVIDED NOTES � LOAD WIDTH WIDTH 4 (Business) (Business) (INCHES)* (INCHES) OF 0��` ( F CLASSROOM 83 100 1 116 100 (Classroom) TABLE STORAGE I 1 1 2 I 1 it I * I 907 20 A 496 75 144 MAIN ENTRY (Storage) A A PRINCIPAL CONF. .1- I . 1 46 1 194 0 N P F . ° (Business) a (Business) ° � I RESOURCE CLASSROOM * lil B 210 32 72 1/4 CLASSROOMS 0 1 * M 1 178 100 1 195 100 (Classroom) ® ® I 2 I 1 1 2 I 1 1 931 20 • fl 4 111/4 CLASSROOMS, 1/2 1 47 I 1 I C 112 32 72 32"MINIMUM PER 1008.1.1 BRARY I CUST. 0 __ _ _ _ _ . I (Other) qp " _ I I 14 I I I ° h MOBILITY0 . I_ - 112 MAKER SPACE K • I RECEPTION- (Business) ' pr �' D 29 32 36 32"MINIMUM PER 100$.1.1 S I 91 0 - (Business) ' Pa I o ° 172 100 irk 0 1 U ' 1 542 100 . • li im E 345 52 72 1/4 CLASSROOMS i I 1� A 2 1 T C� I BDF 6 511 __ � CAFETERIA KITCHEN (Assembly) (Other) ! . rl� ® T F 222 34 72 1/4 CLASSROOMS FREEZER (Other) 3348 7 101 0 , ® ®i T T �— A' (Kitchen) • . 917 200 I 0 1 T I ------ 1/2 LIBRARY p 479 2 1 NFI -u ! SPEECH G 25 32 36 116 200 5 1 1 Id- L i HEALTH ROOM - - - r ,�, (Business) 32"MINIMUM PER 1008.1.1 0 1 • I RECORD (Business) I I - ',� I r 7 T 94 -04 M 11--ur" (Business) �' I 268 100 O k_ 184 100 H 474 71 72 1/3 GYM, 1/3 CAFETERIA COOLER ® 1 152 100 i{ U 1 2 I 1 1 (Kitchen) 4:10 I 2 1 w lik 3 1 m ® ®I7< ELEC. J 238 36 72 113 GYM �0 DISH WASH I , T -lc- TIS T I — 119 I 0 1 _._ _ _ _ (Other) (Kitchen} FAMILY RESOURCE WORKROOME N {�► 0 1 1Atm 1 4,_ ��I 1 litiliJ 174 0 • 177 200 1 2-HOUR FIRE WALL ASSEMBLY 1 (Business) - (Business) Tel ® _ _ - ©� I-1 I I I i I m C 0 1 I K 238 36 72 1I3 GYMS. 1 1 III 202 100 304 100 243' I .�z-J l-I L1111 L. &4. I 1 S S 1 I �® III 1 SERVICE YARD Cr)1 4 1 ❑ - 1120 II 1 L 0 32 36 32"MINIMUM PER 1008.1.1 .V, 41 , i - - - - � -q . rL ' L L LJ L �� ' -� - - - M 6 32 72 KITCHEN T - 1 1 1 .�I 1 -0 - f r 32"MINIMUM PER 1008.1.1 .ic 0 ! DRY STOR. S R 1 1 in • LIBRARY T T I � N 185 32 72 kV —� 1 i 113 CAFETERIA (Kitchen} = Ett, 5 STAGEi1n 1 CLASSROOM 32"MINIMUM PER 1008.1.1 CO O • I 109 0pormil ( age) j56 r , 2248 50 1 (Classroom) I�I 113 CAFETERIA O N x TY F ! — I0 I 1 U T 833 15 , ___1_ ! 45 I 1 I _ I I 909 20 P 185 32 72 32"MINIMUM PER 1008.1.1 ti RISER 10 56 I 2 N. !! F 1 46 I 1 HORIZONTAL EXIT fl l_ _ O (Other) J 2g C Q e0 OFF. IDE 1NI Q 24 32 42 32"MINIMUM PER 1008.1.1 - Ct ® , _ (Business) 25 (Other) 11 _ • }+ 83 0 ` c cn 0 0 1 rC7� - - 4 - V 149 100 83 0 �1 t 1 e. 1431 { , W `*' I 1 2 I 1 i 0 1 r 00 I?� 1 � — ®_ I _ 1 1 1 1 1 1 . E _ I ® J co I a) co i- r 1 a 1 236 STAFF ROOM , G L 5 1 I: / - 7( 1MUSIC STAGE STOR. 1 ❑ , ,� Classroom (Storage) T (Assembly) CONF. U I REQUIRED WIDTH WITH SPRINKLER SYSTEM(PER 1005.1)ASSUMED OCCUPANT }` CUST. I( ) ( 9 ) Other 1 462 15 (Business) I _�- I -� CLASSROOM LOAD X 0.15=MINIMUM WIDTH IN INCHES(32"MINIMUM PER 1008.1.1) LLJ CU (Other) 1082 20 11 160 0 TT t1 (Classroom) II ' S U 31 1 214 100 1 U ' r I 53 0 i 1 55 2 �1 0 0 � 1 4 _ 909 20 NOTE: 0 1 I I r . i _ %., 3 I 1 U I 46 1 III 1,359 TOTAL OCCUPANTS ASSUMED FOR BUILDING'1'-REPRESENTING SCHOOL USE © N- 1 I I I \ ; 1 • * I I (EXITING THROUGH EXITS A,B,C,D,E,F,G). CLASSROOMS AND OFFICES WOULD NOT BE 0 O d' - L L • I CUST WORKRM COUN. VEST. WORKRM •&OFF. L Ze e ,' FULLY OCCUPIED AT THE SAME TIME AS THE GYM AND CAFETERIA. �� I O O (Office) (Business) (Business) 1 MAIN ELEC w g 238 1 MATERIALS STOR T I ❑ ( 1 260 1 100 115 100 96 100 1 (Storage)® (Other) ® 4 EXIT TYPE LEGEND CL " co 1 3 1 1 1 2 1 I 1 I 1 1 312 0 1 • IT 201 © U ® ELEC. COUN.OFF. i 1 D 1 S p - STAIR OCCUPANT REQUIRED PROVIDED E CI) c� Cr) ►�� ® (Other) (Business) I ® 0 ® , (RAMP) LOAD WIDTH WIDTH NOTES �/+ O in in F 101 0 148 100 �` 1 °e" - (INCHES)* (INCHES) �') H0 70 0 , 1 2 1 KILN 1 1 ® 0 MAKERSPACE C O �! I (Other) 1 !` (Classroom) - T 1 115 44 56 44"MINIMUM PER 1009.1 I0 0 •111111 �.■1 80 300 1 1132 20 LT T �' CLASSROOM \ -7- 1 I 1 57 1 (Classroom) li' 2 345 69 76 I 'I I CLASSROOM CLASSROOM * MAKER STORAGE 912 20 STOR. 1 U MECH I (Classroom) - (Classroom) IN + (Storage) dr 1 46 1 (Storage) , I3 230 46 56 (Other) 1 913 20 - 910 20 I N� s+144\1,,, 1 166 300 _w 276 0 \ 1 821 0 I 1 46 1 I _ 46 l 1 1 1 j RAMP 112 44 75 EXIT RAMP 44"MINIMUM PER 1010.5.1 F I 0 1 -- L S 0 2 1 i _ � � 1 1 (Assembly) - i 0 ® I I I I RAMP 106 44 105.25 EXIT RAMP 44" MINIMUM PER 1010.5.1 1, - ®\ F 5D37 7 1 _ -.. . ►�� I _ 6 C T I\ A 714 3 RAMP 116 44 80 EXIT RAMP 44" MINIMUM PER 1010.5.1 I F , II• i NILnn CLASSROOM I (C ssroom) 7 236 47 120 - n — I 1 {Classroom) * I 910 20 RAMP �. 'Grimm 1 111 • 8 �� T BUILDING STOR. ° 935 20 I 46 114 RAMP 238 48 54.5 B__, r PE STOR. (Storage) 47 1 . i ,�,, (Storage} ° 1 >� 1096 0 1 r)v RAMP 56 44 67.75 EXIT RAMP 44"MINIMUM PER 1010.5.1 -..!..4. 110'• �'�`�" 164 0 0 1 i 11 • 0 1 S - - 10 55 44 60 44"MINIMUM PER 1009.1 1 I , Il di) r1 El 11 235 47 105.5 OUTDOOR STOR. S I '-('16-. € u�Will i1 "1��1 W RAMP (Storage) ,� I Illfllillli 111111111 7 I 1 162 0 1 T .IIIIIM230 12 NA 44 80 keyI a n � RAMP -E 1 0 1 1 1 D L, . �� - F p II I E +� ■ — ■ 345 1005.1 -TABLE 2 p I a REQUIRED WIDTH WITH SPRINKLER SYSTEM PER -- ® , 1005.1 (ASSUMED OCCUPANT LOAD X 0.2=MINIMUM WIDTH-STAIR phase Bid & Permit Set PE OFFICE - K ® 239 0 d (Business) o I CLASSROOM CLASSROOM w 107 100 . 0 4 . o I (Classroom) -- (Classroom) I _In2 1 1 ° 46 1 1 913 20 I _ 146 I 1 date 02.09.18 J revisions I - IIII■ . 1 w .._ _ 1 U I O CU C C) I- � project# 16054 E U CODE ANALYSIS EXITING - o AND PLUMBING FIXTURES 2e-3 COUNT Mg LOWER GYM FLOOR EXITING & PLUMBING FIRST FLOOR EXITING & PLUMBING A0 . 02 co • • SCALE: 1116"= 1'-0" co SCALE: 1116"= 1'-0" O to CD-:-: NU LEGEND : TWO HOUR FIRE WALL ASSEMBLY-90 *■ MINUTE RATED OPENINGS-ASSUMED )6--•••••% PROPERTY LINE AT BUILDING EXTERIOR 1 AREA(SF) OCC. LOAD FACTOR • • ROOM NAME - l •• • • •' • (Code Definition) - TABLE 1004.1.2 •' • • • • 980 20 I - - 49 1 I - -" OCCUPANTS #OF EXITS REQUIRED I._ E * (CUMULATIVE EXITS)" ..... # NUMBER OF OCCUPANTS WITH DIRECTION OF TRAVEL * ACCESSORY USE TO PRIMARY ADJACENT ROOM-OCCUPANTS NOT COUNTED FOR EXITING C & U CUSTODIAL OR UTILITY ROOM -ACCESSORY 1 USE- OCCUPANTS NOT COUNTED FOR EXITING I IiPie 1 B I 1 1 STORAGE ROOM -ACCESSORY USE- S OCCUPANTS NOT COUNTED FOR EXITING - Dull Olson Weekes - IBI Group T TOILET ROOM -ACCESSORY USE -OCCUPANTS Architects, Inc. NOT COUNTED FOR EXITING -- ---� — PATH OF EGRESS TO AN EXIT- [TRAVEL 907 SW Stark Street Portland OR 97205 USA XX' DISTANCE NOTED IN XX' EQUALS tel 503 226 6950 fax 503 273 9192 _ I { ) www.dowa-ibigroup.Com www.ibigroup.com S TOTAL DISTANCE FOR ROUTE]- MAXIMUM CLASSROOM _— CLASSROOM I DISTANCE OF 250'ALLOWED PER TABLE 1015.1 (Classroom) (Classroom) I 910 I 20 I 910 I 20 EXIT SIGN LOCATIONS I I 46 1 I 46 1 I F-- (ARROWS INDICATE DIRECTIONAL EXIT SIGN) I i I X EXIT AND EXIT TYPE AS DESCRIBED BELOW. 1-1!hiTic O cj/ .j [ c_.PLUMBING FIXTURE COUNT �44346 �'� DAYTIME USE JAMES M. FITZPATRICK ra. . . ...... . .. .. .....- iso �; J Digital) si etl by Janes M. PORTLANDC Fitzpainc_ o ASSEMBLY AREAS ARE OCCUPIED, DURING SCHOOL HOURS, BY STUDENTS ANDa �eoza911:OO:a3-0�oo STAFF WHO ARE ALREADY TAKEN INTO ACCOUNT WITH THE GROUP E TOTALS, f1� , QREGQR` 11‘111111F — CLASSROOM ADDITIONAL FIXTURES FOR THESE ASSEMBLY SPACES FOR DAYTIME USE IS (Classroom) CONSIDERED REDUNDANT.SEE THE CALCULATIONS BELOW FOR AFTER-HOURS Iy g I CLASSROOM • 907 20 USE. - OF (Classroom) 46 1 4 TOTAL OCCUPANTS OF GROUP E: I CLASSROOM ONLY=1316 OCCUPANTS OR 1316/2=658 FOR EACH GENDER 911 210 I * • STAFF/PARENT(BUSINESS) =60 OCCUPANTS. OR 60/2=30 FOR EACH GENDER - • .. , WATER CLOSETS LAVATORIES DF'S • . _;• ,- - - •• - • - j GROUP E - MALE FEMALE MALE FEMALE 1 PER p a - ••• �` . •r' • r-L, – – - ' FIXTURES REQUIRED 658 @ 1:50 658 @ 1:50 658 @ 1:50 658 @ 1:50 FLOOR •_ . ' -r ' �� • , .r. ��. i l l i 14 14 14 14 - - _ , - _ : -• I. I T FIXTURES PROVIDED 25 25 �•4' .. - _ a ® i � T WATER CLOSETS 31 31 CLASSROOM C n URINALS . x N/A :.:.� ' , r ; _ ;•' : ; - ; _' = (Classroom) ♦I L I 913 1 20 UUNISEX 7 FOR STAFF USE 7 . CUST&ROOF ACCESS �' - - - -, - -. . = ." - .' - • .'. - -. -,. - - _- � _ - - - - ?' ' , _. { 46 1 (Other) DRINKING FOUNTAINS 2 di) -� BUBBLERS 28 �, _ ,.. ' WNW _ _ _ �� ELEC. AFTER-HOURS USE 1:3 - ~' • y >__. j I ' 2 - _� (Other) • ' 1 y �- - 149 0 FOR AFTER-HOURS USE THE FOLLOWING REQUIREMENT OF FIXTURES SHALL BE ..' ''. • - ' - '- ^ t �N ! _ I 0 1 I AT THE SAME TIME. /STAGE AND GYMNASIUM WOULD NOT BE FULLY OCCUPIED ! AVAILABLE CAFETERIAS. }� �: ' ' _ � . Y ` . _ ' . ,' _ �_4 . _ ,� - - - - — 0 TOTAL OCCUPANTS OF CAFETERIA. STAGE AND GYMNASIUM: i T T !- CAFETERIA&STAGE @ 578 OCCUPANTS Q �+� - • • , GYMNASIUM @ 769 OCCUPANTS-WORST CASE mC - - r = i OCCUPANTS76912=385 FOR EACH GENDER (.) �, GYMNASIUM 769 _ � - .. � - CLASSROOM @ ' ` ,_ _ � ! - -�i' \\O N/ - � (Classroom) Iii WATER CLOSETS LAVATORIES DFS CO 0 �.�.�♦�: : • • _ _ P GROUP A 909 20 MALE FEMALE MALE FEMALE 1 PER ... . . .\ 0 46 1 ALTERNATING USE O N } . \ F l 1:125 1:65 1:200 1:200 ti ' FLOOR MR El .- 11 _ _ _ A - 4, �.' ❑ ; ;I i FIXTURES REQUIRED 4 6 2 2 1 as 0 O ` = I FIXTURES PROVIDED C CO O '• = ; - .• _ T J 1 I I III WATER CLOSETS 6 6 CD "C7 ti 0 L 0 ® 1 URINALS X N/A L ri ' ' - ' ; _ - — — - 219' I E .— co - ' UNISEX 5 5 }� H - '! _ r , ; • _ r - II LCLASSROOM LAVATORIES 6.5 6.5 w _ ■ (Classroom) DRINKING FOUNTAINS 2 W (/) `j. _ • , " = _ , _ �. •��' � • `• . ` :r'�� I11 CLASSROOM I • • (Classroom) E 908 I 20 = . , - • - , ' 902 20 • i 46 1 I p C �� _ _ • _ r , 146 11 IIt 0 O 11 ,41-0 O O _ Ill . : : i f -- _ _ �� cy, co • • J co 243 d- * I �,r■ir ® � � M CY'3 . ' , ' I . - - - - — • • • f 0 -V, O Lo Lo 111 / , ! Lo ,_1 ' 111 I SI iI OFTEN (1 r T T CLASSROOM J _ . ;-, Y r : \ iii (Classroom) iI I CLASSROOM CLASSROOM I . , • U / N 19 1 20 11 , _ • _. , - I (Classroom) — (Classroom) I U F 46 1 -- Neii = .• - i I 911 20 u 910 20 a �/ �� • I 46 1 I 46 11 T - ' �` r - — — 12 ® i --I I I I I E = _.._._ L � IN — - - L 11;%‘:Iiiiiii:i"::;,4)itli.,371-r;',.4--:3,I;iti -r,, ,i wx„ _ : (Other) CLASSROOM ssroo � 7CLASSROOM1 (Cla m) a � , 79 0 (Classroom) 910 20 �r 3 , - 4 - I 912 20 I * 46 1 I �••, �� .z (n,q'�' 1,, 4s' • x ...,......0t. 0,..,,.1.‘x • , , M, = ELEC. I 46 I 1 ' „:,;...r,•1;•,,,:--14:::,,,A, �, <-4s .� 4 4 ~ Other Ian ' ,::,. "]_yr ..,00. . , . _ , ,_ • ' - ' ' _ , , _ •_ _ _ • - • -, - -' ' ', la. i k e y plan I _ . . I' c _ CLASSROOM CLASSROOM (Classroom) r .. ' _ I I (Classroom) I phase Bid & Permit Set c.) 911 20 — c� I I 46 1 I 1912 20 I — I 46 I 1 1 ' .. • _' , _ ,_ date 02.09.18 --11 L — g . ' •-'- _ : ": • ,- . : ," , , .- , _• . _ . _. ,_ : '_ - _ •,' � r revisions Ain Lu 1 o CL .:, . .., CC> ' _ E project# 16054 = CODE ANALYSIS - EXITINGU O o AND PLUMBING FIXTURES Q COUNT co U OU O N co L C> a) AO • 03 SECOND FLOOR - EXITING AND PLUMBING co 0 • SCALE: 1/16"= 1'-0" cv 0 if U , � ...•P O •��4. fLf''',Ly��' ] y .-..-�.-—.-.-..._. .. .----• — 7 Rb �/Er / GOAL POST - , X14 lE* w .11 GATE 'Al 1` 111011"81 BASEBALL DIAMOND 1 I • ,,,,le I • ICV — fG '-1---- --7":" N Prrum".....)(e.) j --• w ,,,,,, — — — / 1. , / .. I. / \ , ® GAZE, / s : • • `, -.. _,/ O ® ICV r —. EI IS ® L Ili 8 Fes -'j."y_ . ® ® , / • / _ i� GAT B.-.. - .GATE ` ® Y\ ICv / ``� !___ ____.____.; 0_....;..: • / ` / ] WI DE BSEWER ElSEMEXT 3V V1974 �_ ,�r, OyG OBJ `�i / Q . Q (/ �`.Dr , / t 0- , \ ID'WIDE SEWER EASEMENT SPEED t a, �, . ..� {��` Ir{ J•I""• FR NT \,, �7"^"L [TOOK E743 0 _ / Lwl RUMP [W] l�'Y] [yy] +�[Yv] 1, y _ \[�.a�i, \!! - T .w� . _ _ www - .. J;:.. - a' b �pCIU . IIII.. _ �G:.—'_-V_I__,._ If. ,66F - - - - ]— -.-_- ... _.... _ _ _ __ GhTEI — — a , � • '— — "/�r ;-'�-- I ilk, �_ - �_'-. , ,.�.-- >�-- �_._ --- -� ,�, �� I 8"s$ s��ss 8''55— —•-, I -r 1 0 " ►: L; 1 -., -- piiEs_ �: � -p11SS U��Ss U, "ss Hess s��SS , e I I / -we's': 18'WIDE SEWER EASEMENT D J • - • .....: ii BOOR 998,PAGE 746 •.L.i rr ••'--' \ C5 . 1 —._ __ ___ _ _4( _:__Ah.."*At-:.' • I /_/ „„ I : 1-.47-1°R He` ] S '7� � • . .7_, i . 1 i C5 . 3 \ , \ • f B c 1— a_f_e \ �\\\\\\\\ \\\\\\tie'et\\\�•�••�''�' �\\\\\\\\ \ `\l�\\\\\\\\\\\\\\\\\\\\\\\\\\\\ A i //,,,..... e 1 ` ' / ' 1 - 1 ect I V ... /... / / ) 1 I I I I Kii< lo• ,cD'47 . , , , _ , , _ /, – . . . h\1 • """ Dull Olson Weekes - IBI Group I ///' BOOK99&. EEEASEMENT — / Architects, Inc. 1uu1974 • [w] �o\ [w] 1 o� / / / ♦` .� _ - GAS I I \ JAMES TEMPLETON ELEMENTARY SCHOOL HB. - ♦ ' I t —� I PRE-K/ DISTRICT BUILDING RD / / . �: / ♦ re\ 907 SW Stark Street Portland OR 97205 USA I I / r �\\\\\\\\\\\\\\\� / -STORY , / I ♦♦ tel 503 226 6950 fax 503 273 9192 I I `J I / I• \ www.dowa-ibigroup.corn www.ibigroup.corn • I / _..j_ J 1 // , AB. A Ly_: C. r/ , • lV ` \ 1Fr \\ `� // `_. ..' ; / / rwrSTRUCTURE aREa / ` • Fah o,w ww WL' I I ;I 4 / / / [G] [G] [G] [GI ; ''i.M 7 K��1 I 11 '\ :!� �/ / 1 / mix 8"55 8"55 8"55 MI ' g sS -t , ._ I (0. PR d P , [� -1� �1NrATEIWNf.fASEMEAR - ♦ HB `¢,/"¢¢ / S 4_.. / ' 4`�� OFfS f�� JiJEDIQ'u�r'2Q7uaau... I ♦ .bP `/ Ihliik\ ■ O V� G t H k-` Si0* — .- _ .�- i. I , LLL 111 , + Vcp O..,r �� v I ] ',` • � \ � ?�e 79701P 9l��'• • III [w] {}N] ] \ rl * \\\\\\\\\\\\\ Ho \a. `// L -� / ' • -1,_ i 1'� ' I .. / / / • `�• �. % / OREGON `` f GATC�•.:'_° I: I • I ��% I I I \\ I' `+ ' ' A �(/I. 0011%ACC:,Q I P 0 IFP / .� _FP _ Pp /� B .1i �' / �. �. MARK R.. �' �_ / HOOP '� / a.. �. 1 4' 4 / ' I EXPIRATION DA E ,2131/20,19 I 1 I -/ qi 1 ' Y 1 / I I DEC SEC I.IFC / ' 1-STORY CON`ETE BUILDING (` / - of ` Yd 17 : I HB. , ICV 'CV `. I 1 1 '� ` ,� ;aI \ . c _ � I 1 , ,�\ Jam. d. ` I • I P�. HOOP ' \ \ A.:. ''' ' . I \* STRIICTIIRE 1 - -fr --I. 1 1 •.(+ ~ I - ,} ` AREA �' • • . • _1 a/ �� 1 I T _I °Il a• .: \...\ ..v • r .. I / ' „I'' `\ . ,\./.,..,. 1 1 .i:,...'../ TETTIEABALL I ` ki I I 1\ 1.. . ETHE BALL I I 1 — _I .... F— ---_ _ ,I _ _ _ + / _A"� " I 4 t I • II '` I / I ' bi TEMPLETON ELEMENTA MY SCHOOL \ I U I II ill I � .L • . I _I.. 'r / o u) — — — — a► n 1 / 0 -0 ' 7, IPP / iI / I I LI I *I o • 2 I • - I _ J / N / CD I • II -._ vo/ . aD1 — \ \ •• -o [ \ --------------,\_ . _. E _. co • L j I I . / I / 1- \ I . I ! \ iii Co u) - - – – � • ` I I f=' oma ' — — • - ~I 0 0 1 \ — — — __ — _ I 0., ''' \ \ I 0 CD '123 (.2 .1" - % CO CO 0,4# 0 I / It ai " - 1-, - J � I / cn ca/ o� I / (1) co' - In In 0 1 C 0 0 - - , • r' • 1181110411°. .-,•--- ilk - ,___ �I I IAnol. raw" �, 1q3if 1 1 * un , ., ,s _ . ��0 —� �', – `_ ~•�; 111 SW Fifth Ave.,Suite 2500 P . OR Portland,ilk 0: 0327 97204 • . • ._.....dol..-: -iiierib.... •� �_� 1.�*' III/i/ 10** % F: 503.274.4681 comI - ,I:\ �� '� ' � '' I1\ S ., / www.kgff cOm \' r ..., IIiip, I i 0 L1 � _ - - - - _ _ i_ .� m - - Jai - - - - - - - 1 I J. - - - - - - - - - - - moo .... mos mom mom mmal omomil i � � � � � —I a I I I I I I — � � � —I I / J 1 1 / CO CD -- -- -- — I \ I I ''-'II I I I p I I I I I I I I I key plan J , • , r I CL phase BID & PERMIT SET o UTILITY LABEL LEGEND SHEET NOTES 1 0 0 STRUCTURE LABEL STRUCTURE TYPE 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL date l February 9, 2018 BE CONSTRUCTED PER DETAIL 13/C6.1. 0 UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY CALLOUT DESCRIPTION SEWER, W=WATER, FP=FIRE PROTECTION) COTG CLEANOUT TO GRADE revisions 1 Q STRUCTURE TYPE CALLOUT DCVA DOUBLE CHECK VALVE ASSEMBLY 2, CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION AND INVERT ELEVATION AT PLUMBING POINT OF CONNECTIONS PRIOR I �r ID NUMBER (WHERE APPLICABLE) Z XX XX-XX FDC FIRE DEPARTMENT CONNECTION TO CONSTRUCTION. PROVIDE TRANSITION FITTINGS AS REQUIRED. I FH FIRE HYDRANT L W N=XXXX.XX j-..— LOCATION (WHERE APPLICABLE) GM GAS METER 3. PROVIDE SOLID LOCKING LIDS ON ALL MANHOLE STRUCTURES W ER`MXXXX.XX GV GATE VALVE Z 1E IN = XX.X L•'-- MH INFO (WHERE APPLICABLE) MH MANHOLE 4. PROPOSED STORM UTILITY IMPROVEMENTS SHOWN SCREENED I IE OUT = XX.X TB THRUST BLOCK FOR COORDINATION. 0 I HB HORIZONTAL BEND PIPE LABEL _1 UTILITY LENGTH 5. APPROXIMATE GAS LINE ALIGNMENT SHOWN FOR COORDINATION WITH OTHER PROPOSED IMPROVEMENTS. LLI UTILITY SIZE CONTRACTOR SHALL CONTACT NW NATURAL TO project # 16054 I SCHEDULE INSTALLATION OF GAS SERVICE AND METER BY N XXLF - XX" XX UTILITY TYPE NW NATURAL CONSTRUCTION CREWS. o S=X.XX% -� SLOPE (WHERE APPLICABLE} UTILITY PLAN - OVERALL aN-- x--C.D CD = 40 FEET CL 00:- I] C 5 • 0 ,0 (11613 SCALE t INC o� ,,,,,...1rn_ 40 0 40 80 SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND `0 INFORMATION. ) „..••••.'') 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. t : . . • 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES • 1111 / fck_ AND AREAS OF WORK. \ r/r, J EVLT M it 4 �.o ',' •4 ,' ' 1974 . .: A_ �� _ o u ow owu x _ l ,/11.��i, %i►��- ■ „� - - \ - ° - - - -•' - - I - - - 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS `�`' .7.4 * „.;,. , / - (` I 1 \\,''''.1 ''.71715f �._. - 76,E r ;* �� , 11 AND TEE FITTINGS PER DETAIL / 6.2. 1 r .'SS l S i 8"5S 8"55 8"SS $'SS8"SS 8"SS 8"55 8"55 - 8"SS $ `S $"SS II 8"SS 8"55 8"55 8"55 8"55 F"SS 8 5 8 C L ___ I I! 11� ." }tom I 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. I I 1 / -4-10/ 1 I 10'WIDE SEWER EASEMENT • • I I BOOK 998,PAGE 746 um ma - in - El w• • m i -" m in RAISE EXISTING � � 1.1 � � ' • i MANHOLE �: - i - 1m - - - • - - �� c _ \ ' A • 0 KEY NOTES r I I GATS - . •� �S w - - - �� - - gm - = me - - - - - - i[= -= I EX RIM=270.76 " '■'� I I I5D] [SD] [SD] f "C � l [ ✓] - f�[� ] - ' f GENERATOR HB RD NEW RIM=27105 J 1 I aN ,i I I • ' \\\\\\\\\\\\ I \ ` NOTE QESCRIPTION �/ / I ,,, IRAN .�. ` \ ; / E \ 1 CONNECT TO PUBUC SMH 1 / / / I [wl [,;,, r Bm- �+v]- _ �� a� � � � � � � � � 7 I 1 � c, �� G jB JB �_ _ - - - - - - \ 1 / 1 2 MANHOLE TO BE CONSTRUCTED TO TEMP RIM ea I B I .G, . - ( D \ \ 1 ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW I < • I 4 / / / I \\\\\\\\\\\\\\\\\\\\\\ \\ „,.��\\\\\\\\\�...I\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\`�\\\ RD } a� '� 1 �� ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE 1 / ��, / `�1 ` HBI _ ,__ / y d � PHASE DF CONSTRUCTION. / ° � I 3 CONNECT TO EXISTING 4" WATER LINE WITH 4" Dull Olson Weekes - IBI Group I ,/ - - - - J \ \ TEE. -� � - \ / _ 4 � Architects, Inc. 1 \ / I I \ / 11\ °°q ° �� 4 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE /. , / E� 41,z �� I ^ X01 / I °_ ° ° 4114.1 AND 6"x8" REDUCER. II / I °�. . 4 a d ° ° ti 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND 907 SW Stark Street Portland OR 97205 USA Z \ tel 503 226 6950 fax 503 273 9192 < / / .411... EXISTING 4" POTABLE- 1\ )1 <7 \ \ / \ q. `ti VAULT FOR IRRIGATION. SEE DETAIL 1/C6.4. www.dowa-ibigroup.com www.ibigroup.com WATER LINE \o - I / ° a 4 °° i 63" / \ \ \ / \ 4� / INSTALL DOUBLE CHECK VALVE ASSEMBLY AND w ER EASEMENT 111 �' a� / ° e ° / - VAULT. SEE DETAIL 2/C6.4. / c� 1 11/1/1974 P GE 755 I / = \ 77 BOOK q / [w _ rw `'N'/// � [w] J \ icy // 7 INSTALL FIRE DEPAR1TulENT CONNECTION. SEE \ / 1 \-� I °a ° ° ' // �, DETAIL 1O/G6.1. 1 \ I /�� °° a . ep / ` 8 INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL / / I `G� u 1 JAMES TEMPLETON ELEMENTARY SCHOOL o� HB/ Q / 9/C6.1. r �`� , ° QED PROFF y I. 1 I RD / ` e /' 9 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE �v`�\ a� I M ��S`�ipy9 / / PRE-K DISTRICT BUILDING , _ 4a e AND 6 GV. . �� 1 �\�»,\�\��\\\\\\\ ` • ° °° ° / 10 INSTALL CHECK VALVE WITH BALL DRIP AND QRAIN7o1PE / / \ i `\ STORY Cr _: . ; a 6 ° ° / VAULT FOR FRC LINE. SEE DETAIL 6/C6.3. / �� / I - -rwi r / OREGON `� I I I H$ 4 / ,oq '°�• f0, a4�1 ,gyp J 1 5 � .� '- ` _ ��- �Rp , ' `\ /. / © UTILITY KEY NOTES �� MaR� o��_REPLACE 3 DOMESTIC WATER ■�v •` METER AND KILL OLD SERVICE, :d J - - \ ///// / \ d // 1 EXPIRATION DATE: 12/31/2019 I SEE PFI PLANSET AND DETAIL ( grer'il II k h 41111) 1 \ ® 4 ° NOTE DESCRIPTION - - - r I `y. // 1 I I /l\ °/ / �, FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS '' `� I i RD /1 • / / V NOTED. SEE PLUMBING PLANS FOR CONTINUATION. �* �.CONNECT TO EXISTING GAS LINE �--EXISTING 4" POTABLE - a - #. �+ � WATER LINE \ 1 B\ �,/J / \ w / / \ a . / CONNECT TO GAS METER. CONTRACTOR TO - •,7,17-Jrai4 1 V\ \ [c] • * \ � �-�� \ , � �� ° a d 4 ��, � G PLANSOINATE WITFI GAS FOR CONTINUATION. SEE PLUMBING I i \ ter:, I / �� / '�, / GAS SERVICE TO BE INSTALLED I \ \ / a I O CONNECT TO WASTE LINE. SEE PLUMBING PLANS BY NORTHWEST NATURAL 1 \ ` ° ° ° aq • I . °° d o u s FOR CONTINUATION. SIZE AND INVERT AS NOTED. • J \ J� // Qa/ ic�/ f` 0. ° d 4 , rye;c' W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING 1--4' h F •- / I I ° [W] HB ` �`�// // 4 a°I�� ' ° ° / Z PLANS FOR CONTINUATION. SIZE AS NOTED. g. r,17 WATERLINE EASEMENT G q A / ° // OW bouuiurENi L ri uo -m1uL4 - J I _w] [W] \ �// // // /// ,,� ° °,, , ' , e ` q \\ °, 4 i I I UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, N[4 I W TEE-01 3 • O FP TEE-06 // ° ° ° • \° ° ° /,� ° Q s, lit_ 'r 1 --- -.. .ol i_ .- - �" 6" HYDRANT �� O o a /� f a < ° / a U cv W DCVA-01 6 • �• C TEE W/ 6" GV/ ` ,,,F23 \ 4 ° \ / ° ° -W HB-02 d " E b' \ H B // 1 ° % ° PROTECT EX FIRE 1 r 1 r ti� FP TEE-03 4 EXISTING 6 FIRE 9 LF - 6 FP LF \ \ /1 ° DDCVA IN VAULT // z WATER LINE \ // ° .. / / ° }+ 18 LF - 4W . III FP HB-08 ... ,4 RD \ RD // I ► ---.� - � ❑ 6 / / i - ° U W HB-01 J ►"] ' r4 ,1 I 1 a„_ [W] IWI ] [w ' I * n \\\\\\\\\\\\\ - 1 o // • / ° ° ` a e / 4 ° . .� 11 22 4"WLF - / Q �+ it I ,. FP FH-01 O I // ! • ` I� d �\ //�; / a n - W TEE-02 (W-ROCK} 41, r / // °A / S '� Q OFP FDC 01 /////A 7 \\\1 ® _ 7 /, / • \�, a ° a � QW HB-04 2" CV & 4" CV I I FP HB 09 RD ///' / ` •a d a ° 4 ° / • /4 ° S \ 1 I FP FP FFA rFP pF FP • FP F° L, I / ° / °275 LF - 8 FP / 4° / SMH-2 2 / Hoola0 W DCVA-02 (IRR) , 50 • / - - . / N 132189.430ca HOOP CO 0n i "�� ® I • r / 1"j4'1'4d: 44 ° E322986.89 / ° Q ° 10 N11 LF 2-1/2 W II 1 / TEMP RIM=259.64 t�` FP TEE-04 I I EEc EC ❑EC icv s'/ \ °� //� I / " nd°/ FINAL RIM=258.79 O8" TEElil �` .o ► \ / \\ 1 sroRY CON •i:TE BUILDING I d/ / IE $ IN=252.36 (SW) Q a ' �--� Amli r r% CC W/ 8" GV of 1 �, \ Of / 1 / /� 4 4 // IE 8" OUT=252.16 (NE), 4 ., Ill C O " I :v �D ICV ICV /FP FH-030 / w6 /i / A \ / ° / / a d a i 169 LF 4 FP J `� ,,, - , / I \ , I �.. ca / . -.. , . iv / ., „ ,,. .. -* Ifil!I C) 1, --, } \ FUTURE WORK 'a° HOOP , O �'r: :/ � I \ / \ SHOWN FOR �G', a /I O F- O d- / I 1 \ \ REFERENCE, NOT , ' IA. � a / -0 0 fit ...„ .. / \ \ IN CONTRACT r 1- TI °° ° I \ a ° v ,• PLAY I` ...-. L c�3 M 13 ./APP1 1 - / \ q X47, 4 • STRUCTURE �� d`Zi1 I� 4 �1 ° ` \ . °° -q �.,. �i AREA ti V (n �- �-3 oi 1.., ..,- -- ‘ed\ " 1 .. - 444::. _ 1 / \\ \ I ° \ ° ° ,OrTHERBALL E O O O/ \\ -. 1 4) CZ i-7- \- ,. _ d o T T I 1 L 11, �°° ° �° 4\ \ , - - I ■ 40 . e , \ a ° c /, TETHERBALL 1,,,, /, I , 1 �.4 a` 1 ° /Ii ][<Pff ilk 1111 I 1 ° ! \ ° I ° /I I /I � • ` 1 ° � /� TETHERBALL GREASE INTERCEPTOR, 0iE=263.50 1 d 1 - - 7 , , tUTILITY LEGEND SEE PLUMBING PLANS idli 8" 1/ J � \ pll 111 SW Fifth Ave.,Suite 2500 �w © IE=262.80 1 mom L 3 SANITARY MANHOLE C64.1Portland,OR 97204 MATCHLINE SEE SHEET C5.2 .� ,� 1 , _ S OF' 503.274.4651 SANITARY SEWER LINE www.koff.com FP FIRE PROTECTION LINE W WATER LINE 3 pNG NATURAL GAS LINE FP STRUCTURE TABLE W STRUCTURE TABLE S STRUCTURE TABLE FIRE HYDRANT ASSEMBLY 2 ti STRUCTURE ID NORTHING EASIING STRUCTURE ID NORTHING EASIING STRUCTURE ID NORTHING EASTING Y \ FIRE DEPARTMENT CONNECTION (FDC} CV cn co FDC-01 132200.96 321738.22 DCVA-01 132209.97 321744.39 MH-2 132189.43 322186.89 8 0.4 GATE VALVE (SIZE AS INDICATED) C6.1 I FH-01 132211.40 321929.44 DCVA-02 (IRR) 132189.32 321743.64 key plan O CL. I FI-I-03 132146.66 322062.43 HB-01 132209.38 321739.06 o phase ! BID & PERMIT SET U HB-08 132218.35 321907.43 HB-02 132209.37 321752.03 HB-09 132185.16 322023.93 HB-04 132192.32 321743.64 O O TEE-03 132205.00 321749.02 TEE-01 132225.09 321739.06 date February 9, 2018 CJ TEE-04 132185.16 321749.02 cf.) TEE-04 (W-ROOK) 132192.32 321752.03 revisions ct TEE-06 132224.06 321900.64 Q z W J LY z O I w I w project # 16054 E I` CV co UTILITY PLAN 0 �o a.- I` -U co, 1 SCALE 1 INCH = 20 FEET 511 1.,ol_n_ c....,,,,,a.,____, 20 0 20 40 SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND 1 INFORMATION. 1 ^ . 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES AND AREAS OF WORK. //11J r_ 1 i I ion S " MATCHL =gm ol INE SEE SHEET C5.1 j ' / i I 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS ,�, - /� ; AND TEE FITTINGS PER DETAIL 8/C6.2. / 10 II FP BALL DRIP VALVE 13 I 13 LF - 6 FP 111 lia' ♦ i • 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. IL ,,,,,� am - - ow mom - -i yaf- - - - 1 41) I FP 6" • a'S ♦ �F S MH-1 ` FP 4" , ,...---,,,,.o.0%�+ N 132051.02 0 0 KEY NOTES FP TEE-05 TEMPLETON ELEMENTA Y SCHOOL _ E 322117.12 8"X4" TEE W/ • I © 3" TEMP RIM=257.22 4" GV & 8" GV •�/ " FINAL RIM=260.32 NOTE DESCRIPTION �/ �� IE=253.4 © ` IE 8" IN=253.18 (W) 1 1 FP HB-07" / � '' ♦ --- IE 8" OUT=252.98 (NE) 1 CONNECT TO PUBLIC SMH p 24 LF - 4 FP v //N 411 • 2 MANHOLE TO BE CONSTRUCTED TO TEMP RIM I I B I il, ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW I -10 LF - 4 W ♦ ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE I .l �W HB-03 I� ♦ PHASE OF CONSTRUCTION. 00,/,.. ` 3 CDNNECT TO EXISTING 4" WATER LINE WITH 4" Dull Olson Weekes - IBI Group a ♦ TEE. Architects, Inc. . • 4 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE - - I - - - ♦ AND 6"x8" REDUCER. I 1 ,,,:, 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND i 907 SW Stark Street Portland OR 97205 USA r I1 VAULT FOR IRRIGATION. SEE DETAIL 1/C6.4. tel 503 226 6950 fax 503 273 9192 www.dowaabigroup.com www.ibigroup.cam ' 6 INSTALL 3" DOUBLE CHECK VALVE ASSEMBLY AND I z - • I j VAULT. SEE DETAIL 2/C6.4. - - I 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE _ I I ilk DETAIL 10/C6.1. I, ® - '� - - - J I 8 INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL 00 r I .\��ED P R°Fess I I 9/C6.1. I I 1 9 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE 4, AND 6" GV. L$.'I4 79701 PE 9 a 1 MI 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN c - °--"-' l VAULT FOR FDC LINE. SEE DETAIL 6/C6.3. OREGON .� I IF r 1 I .- ,o 4/. /0, Z9'4.O p _ ,n MARK D�� 0 UTILITY KEY NOTES - - - I---"/1 / EXPIRATION DATE. W301:10 I 1 LIII DE \ 1 I NOTE DESCRIPTION I \ 1 1 FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS I _ ,1, NOTED. SEE PLUMBING PLANS FOR CONTINUATION. O - - 7 U CONNECT TO GAS METER. CONTRACTOR TO > I `} l i I~� G COORDINATE WITH GAS COMPANY. SEE PLUMBING I I . 1 N ._ �� _ = PLANS FOR CONTINUATION. j I S CONNECT TO WASTE LINE. SEE PLUMBING PLANS j I 4 1 / FOR CONTINUATION. SIZE AND INVERT AS NOTED. - - - p - \41) l Z W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING • 1 PLANS FOR CONTINUATION. SIZE AS NOTED. FP HB-05 /� • = i I UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, • - _ - a - - - U.N.O. 10$* • 4 \;. 0 ________________ -+-----_____A ill . • \ ---''''..N.\\. "...\. * Cr) 1 A �, o 0 0 0 0 .., , I • __ ---------, 0 L 4‘.,. /,,, .; I I.... . / O _. &,....5 CO 0 • ......, :7 /./// //. . 0 _ I J / t� U N _ - r 1 - s r FP TEE-07 - - - - - -. /6 LF - 8"FP 8"X6" HYDRANT TEE I .� _ _ E - - a 5 FP FP W/ 8"��BLIND FLANGE / (- I }� I 41 �!L AND 6 GV 7 � _ • • 4111 1 + W - l `' + + co I 1 1 I 1 I I o r` - - - r °\ I (' - S 1 A - - I I - .00, 1 - J + 1- C0 0 FP FH-02 8 I I I �- M to as _ _ - u) M � - � _, � coo � � sq .#44114100 41/ 'l (( . . •-•••iiiiiiiiimpiP.- • V filiiim. 49.1A -"■111111W- ,•444-'611111,0" ''' .-- IP 4 _ -2. - - i - 1 \--, - it I lqif ..........._ - - \ I UTILITY LEGEND I \ a SANITARY MANHOLE C6.1 4 111 Portla d,W Fifth �OR 97204z500 D0 : 503.227.3251 r i S 0: 503.274.4b81 SANITARY SEWER LINE www.koff.com FP FIRE PROTECTION LINE W WATER LINE0 (TO ® FP STRUCTURE TABLE W STRUCTURE TABLE S STRUCTURE TABLE NG NATURAL GAS LINE .--- a J_ FIRE HYDRANT ASSEMBLY riliki;: STRUCTURE ID NORTHING EASTING I STRUCTURE ID NORTHING FASTING STRUCTURE ID NORTHING EASTING ' ' FIRE DEPARTMENT CONNECTION (FDC) CO BALL DRIP VALVE 132043.44 321738.37 I HB-03 132026.03 321752.02 MH-1 132051.02 322117.12 yw' FH-02 131765.39 321910.61 ►i GATE VALVE (SIZE AS INDICATED) C5.1 key plan O9 HB-05 131874.18 321749.03 CL Q HB-06 131788.55 321834.66 phase BID & PERMIT SET U HB-07 132031.49 321738.39 J 0 TEE-05 132033.88 321749.03 o date February 9, 2018 TEE-07 131788.52 321910.44 I revisions >ct z w in J w II Z o I-- Lu I J 0_ w project # 16054 NI_ N c-3 UTILITY PLAN O O rO NC N- A:O rU co-OD- SCALE , INCH = zo FEET C 5 • 2 �z _ir NW a-)J 20 0 20 40 N LL SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND 44tINFORMATION. ' 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. n n I 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES ill • AND AREAS OF WORK. i i $s — - rGATE 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS ',,s. �s 8'ss s,,�_ 8„5S _ — CONN TO EX SS MH AND TEE FITTINGS PER DETAIL 8/C6.2. 8" IE IN=250.730 (SW) O 4705 / EX IE OUT=250.53 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. L —AiI -I1LF_s-a. = ,—- I �_ - ^� - J O KEY NOTES 14 / — \ NOTE DESCRIPTION • S 1323 2 \ 1 CONNECT TO PUBLIC SMH N 132394.95 O i' 1 1 \ \ E 322290.50 I TEMP RIM=258.31 / 1 �� 2 MANHOLE TO BE CONSTRUCTED TO TEMP RIM 1 B I ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW I T FINAL RIM=255.66 I1 1 ADJUSTMENT TO FINAL R!M ELEVATION IN FUTURE 8" IN=251.24 (SW) 1 I3OlE IE 8" OUT-251.04 (E) 1 / \\:, PHASE Of CONSTRUCTION. I 1 , 1 ` 1, 3 CONNECT TO EXISTING 4" WATER LINE WITH 4" Dull Olson Weekes - IBI Group •� ' ° + 1 /� 4 TEE. Architects, Inc. I 1 i � CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE o� 1 / / (1' AND 6"x8" REDUCER. ,p = �� 1 1 !/ /' 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND 907 SW Stark Street Portland OR 97205 USA / ,moi ` \ / 1 tel 503 226 6950 fax 503 273 9192 Alp / , \ / i / r — — — — _ VAULT FOR IRRIGATION. SEE DETAIL 1/C6.4. www.dowa-ibiStreecom www.ibigroup.com 1 . 1 6 INSTALL 3" DOUBLE CHECK VALVE ASSEMBLY AND /I s' ,� / VAULT. SEE DETAIL 2/C6.4. 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE �, ± f GATE; DETAIL 10/C6.1. 8 INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL 9/C6i.• QED PROFS ��4 9 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE �� t ry 64,ss% ,�� t`• , — AND 6" GV. ck (``79701 PE ..P y1% I �• ♦ 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN " ••• ♦ _ _ VAULT FOR FDC LINE. SEE DETAIL 6/C6.3. OREGOt` ,09 �U! 10 14�� `O 11. PLAY STRUCTURE AREA s l/( HA RK '00 • ♦ 0 UTILITY KEY NOTES 1 EXPIRATION DATE: 12/31/2019 I ii , NOTE DESCRIPTION • I ♦ • •I FP NOTED.CSEEOPLUMBING PROTECTION FORS CONTINUATION. V / !I CONNECT TO GAS METER. CONTRACTOR TO ♦ 7 G COORDINATE WITH GAS COMPANY. SEE PLUMBING I PLANS FOR CONTINUATION. ♦ L S CONNECT TO WASTE LINE. SEE PLUMBING PLANS t'_I FOR CONTINUATION. SIZE AND INVERT AS NOTED. I 11) W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING I, ♦ PLANS FOR CONTINUATION. SIZE AS NOTED. _ ♦ II UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, a •oP ♦ E o U.N.O. 1 d ♦ — — — d a 4 I e y n S t A ,,,, / % % iuli ° d , ---1-1-q_ ._i_Ri- 0 • a , • GATE �� G d • i Q o to .Q ♦ O n ° , i� ; 110 ` Cl) 0 4 , ♦ O N / 4 ‘6.P � o ! e) w -a , , E - ._.= 0) wco F-- • W CO CL • O ~ -0 0 0 f+ I m �• �- ♦ O- frtL � � C_ • E 0) c,� c i M . — Cfl Oo V7 I— I— � moi-- ♦ 6 UTILITY LEGEND 1z°s -- 4 SANITARY MANHOLE C6.1 - ' = 1 S SANITARY SEWER LINE LT ... / 1<r)liff FP FIRE PROTECTION LINE i-01 W WATER LINE 41 GArE 111 w FifthAve., Suite 2500 and MATCHLINE SEE SHEET C5.4 NG NATURAL GAS LINE �0: 503. 7.3251 F:I503.04.468814 4- FIRE HYDRANT ASSEMBLY www.kaff.com FIRE DEPARTMENT CONNECTION (FDC) CD IC /1 ►i GATE VALVE (SIZE AS INDICATED) TiOS STRUCTURE TABLEJ �� 41 ir` STRUCTURE ID NORTHING EASTING N C•`, CSD EX-MH-1 132419.31 322363.15 r MH-3 132394.95 322290.50 key plan 0 mimmil o phase BID & PERMIT SET Q U J 0 o date February 9, 2018 U to revisions Q 1— Z LU LU LU Z I w I 0 W project # 16054 I-- r-2..- c..1 co UTILITY PLAN cp Q.- CD CIS CO oo- rU �` tit SCALE 1 INCH = 20 FEET C 5 • 3 .z ,,,,,..., NL i CN J 20 0 20 40 N LL SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND 4N) .r� INFORMATION. /e,...., , „....) 2. SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES EP 11111 AND AREAS OF WORK. LI �// GATE• MATCHLINE SEE SHEET C5.3 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS AND TEE FITTINGS PER DETAIL 8/C6.2. I ' 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. I I 0 KEY NOTES NOTE DESCRIPTION / : \ I 1 CONNECT TO PUBLIC SMH e I 2 MANHOLE TO BE CONSTRUCTED TO TEMP RIM 61 I B I I ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW I \ ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE IP OP PHASE OF CONSTRUCTION. 3 CONNECT TO EXISTING 4" WATER LINE WITH 4" Dull Olson Weekes - IBI Group , / 4 TEE. Architects, Inc. ' / CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE AND 6"x8" REDUCER. 0 / 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND 907 SW Stark Street Portland OR 97205 USA I VAULT FOR IRRIGATION. SEE DETAIL 1/C6.4. tel 503 226 6950 fax 503 273 9192 / www.dowa-ibigroup.com www.ibigroup.com I / 6 INSTALL 3" DOUBLE CHECK VALVE ASSEMBLY AND VAULT. SEE DETAIL 2/06.4. 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE I i / DETAIL 10/C6.1. I / 8 INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL 9/C6.1. � .0 PROF£ I9 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE - \F„.% t N t „ soy — — — — — AND 6 GV. .z ‹,,\'' ` 79701PE9 9l 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN ^' — VAULT FOR FDC LINE. SEE DETAIL 6/C6.3. OREGON •I 0 UTILITY KEY NOTES. \ � ` aR °�� 1 EXPIRATION DATE: 12/31/2019 I \ NOTE DESCRIPTION (-NI , FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION. U CONNECT TO GAS METER. CONTRACTOR TO II \ G COORDINATE WITH GAS COMPANY. SEE PLUMBING o \ PLANS FOR CONTINUATION. cry CONNECT TO WASTE LINE. SEE PLUMBING PLANS I Lu S FOR CONTINUATION. SIZE AND INVERT AS NOTED. CONNECT TO COLD WATER SYSTEM. SEE PLUMBING Z / \ W PLANS FOR CONTINUATION. SIZE AS NOTED. = "Ir." I UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U U.N.O. F- Q I .+ Iy i}} V E � I I L_ , I I Q Ci) I 0 do— I / Cf) o I I / / _ _ __ _. ____ N. (.) . ,..,.....„ .___ ------____ v...., __ __ 4 N- 41, , ,.... cn 6 ------„, • . C 1 Z3 '� I -P O_) CC1 I - - ----- _ %/ ./4 III lillir 4I 4. c, I— �\ 1 CO 0) i„ 0 3 C _ , - l X - - ' I CD —CD co E _ _- d - - - - p�--�� V r co �t7 in . � I— 1 c .� � UTILITY LEGEND 4 • CP S SANITARY MANHOLE C6,1 ...,,.....„„ , / S..- SANITARY SEWER LINE I I a o / ,� FP FIRE PROTECTION LINE 1q3ffi r5 + * yi I " if.? 1.1 i f? 1 y ;I f i I I / W WATER LINE / NG NATURAL GAS LINE 111 SW Fifth Ave., Suite 2500 I I I I ' Portland, 27 9720451 0: 503.227.3251 F: 503.274.4681 FIRE HYDRANT ASSEMBLY www.kpf.com `i' FIRE DEPARTMENT CONNECTION (FDC) H GATE VALVE (SIZE AS INDICATED) 8 O0 O 0 C6.1 If...ill . — CZN- N co to key plan 0 J o phase BID & PERMIT SET d o _-_--i 0 date February 9, 2018 0 cn revisions Q F- I z w I IR I J Ili I z o I-- Li] I J 0_ w project # 16054 F- N- (N CO UTILITY PLAN O Q CY7 co N oU y SCALE 1 INCH = 20 FEES C 5 • 4 Q zi >• -6-3_1 LU 20 0 20 40 N Ll_ CONSTRUCT TOP SIMILAR i MANHOLE FRAME AND GROUT FRAME, TYP. CONCRETE COLLAR. )()i TO STD. CLEANOUT COVER AS SPECIFIED 3000 PSI CONCRETE STREET SIDE CUSTOMER SIDE ' 7--FINISH GRADE OMIT IN NON-TRAFFIC • AREAS OR WHEREn n 13'-11° -iii=iii- I1-ii -L :::: :_:::::'::::::::;.::::::::_::: HEAVY DUTY 28" MIN - -.. .A1- II 11nr III ill-ISI ........ ..... 2' ELL COPPEf? SLIP - - - LI 2'-1�" T-10 " - 3'-1a' l SQ. TRAFFIC GRATE. 2" TYPE K RIGID 2" ELL COPPER SUP -1 - 6" MIN. RIM=PER PLAN #4 REBAR LOOP --\ fir MI SWEATADAPTER MICOPPER �coPRER TUBING (r P) i■ -� 2fi" ,. GRADE RINGS TYP. PAVEMENT -PT IN. MAX. • 4 .r 4 2" IRON BODY GATE 4"x3" REDUCER FLG r , 12" MAX. - ■ ___ 4 VALVE WITH 2" 11:.:.....-0" 2" ADAPTER COPPER rc=mgg a �I .i I II I li it 11 111 II II 11 II II ILA. OPERATING NUT 1 0• I'_ 1•_p SWEAT TO MIPT RESILIENT SEATED 25"� fi • '.a . T9 Mirk•MIIV• 4" PVCf r • t e4 a -I•il(1 " s'-a"t I I °�3' GATE VALVE FLc`; GATE VALVE. SIZE AS �- tr 12 �' x z" sERVICE SADDLE r` SHOWN ON PLANS. OL 3b" �� 11111111 MIN. J o �I PIPE SIZE AS LADDER a 11111= #111111= ,_ • ; SHOWN ON PLANS RUNGS, // _ 3" GATE VALVE MJ _�" L) » ,\ �= III � I\\/� 1 B NIPPLEOSE BRASS r-='-1 I 3" MEGALUG RETAINER GLAND CE 12 TYP.O - -- /;//. - GREASE 1 \ - Eav it - ' \ - TRAP W/ / 4" " SERVICE SADDLE- > PRECAST SECTIONS x 2 „1 - /\/ -IIIII=111 HINGED LID - 1111111-�� PIPE SIZE ' HEIGHT VARIES. SEE ... 4" MI GALUG RETAINER GLAND-- __-' " /\/� _ PER PLAN i, '�- 3 SPOOL FLU x PE 10 FT LG " - - - GATE VALVE �DDOR LATCH Q _ 4$ NOTE 1. \/` _ �� A' SPOOL FLG x PE 5 FT LG THIS END SCALE: NTS ',E= 121 MIN. /\/�<i--IIIII 1111 •--- 1 ! UTILITY VAULT 676-WA-TVWD WITH SYRACUSE CHD-IIAL PREFORMED MANHOLE BAS£. ` \ =I = =�\\\ PLAN OR BILCO JD-3AL DOOR ANDA LADDER MEETING OSHA RUBBER ,f \ 24" --/ _ EXTERIOR TO B£ SEALED WITH CRYSTAL SEAL SEE NOTE 2 \ J I. \ -\ \\I=IIIII= MIN. { - /\/ L- -IE PER ea I B I FINISH GRADE TO SLOPE OR APPROVED EQUAL f " GASKET �� //,_IIIII=III _/ PLAN AWAY FROM VAULT LID FIRE HYDRANT • NAT'L STD. 2}�Z / �- I III., \�' •NOTE 2 3" MIN s' MAX A.W.W.A. 0502 i- HOSE Q \....______________ Fb NOTE 3 �/�j-11111E 24" -� 1 -- ./\ COMPRESSION V�11 - = /�411---- ---1_� SQUARE � _ \ CONNECTION, 2 DRAIN TO CURB _ ,� / -�__ tj+IS _ 1,..�� '1 rDvRAIN TO C,� TYPE OR EQUAL. .- - _ REQUIRED - -H-- - __ --�JI \/ I _ P \\'I-1111 - MI \ Dull Olson Weekes - IBI Group J ? r APPROVED MFG. -I -� `// -_ ENGINEERED FILL �_=-:-�1 ____ __ DRESSER 500 OR - 4Y2»O STEAMER �. - r - - - - . _ O - 1 - �/�Illll=ll�l . �� THRUST BLOCK „ n - - I N - . . / Architects, Inc. 4'-1" TO SEE NOTE NO. 2 F=== I! _ WATEROUS '!,' laM:I° NOZZLE : �; a ` . e ' a l /�, , 111 = �n 4'-9" - Q8E- K #/ACNE VALVE CAN PACER. �} -� . ' 'y 4j \\\�I =IIIII=lllll� IIII-=illy 1 TIll- °/\\\< o - l PER DETAIL 3 M .. i• . _ • `// -_� [� 'r i i 1 - • i6 h » a°'••j '°ti•a:eN:o r.:e:%•.-:: .N •. '::° °•! �'S_e » k I Mill--= P 71 1M11 4 f DISTANCE 6 GATE VALVE & ~'.:;" ..': :°''• •, '°'• .,°:' '�-T'_X BASE ROCK \ II Jf- I ��, -� �� l II Ip7 I�I ° ''° ' •''°• ° °°°. /\/\/ /�J /��'�Y/./\ \I!I} / \� // /\/ 907 SW Stark Street Portland OR 97205 IDSA /� /\ /,\//\/ /\//•// / \/j /\\// / tel 503 226 6950 fax 503 273 9192 12". 18x; ,. -f PER PLAN VALVE BOX SPEC. www.dowa-ibigraup.com www.ibl rou .com CONCRETE BALLAST MIN Il- -"-'' » „ rl Z FLG. x FLG. NOTES: s p SEE NOTE NO 2 k ,,, W x; i ! ;..'. SET 2"-6" 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. SECTION ABOVE FINISHU AC OR NOTES: ur:��•�r.�r-.:�r..`rM1 ►. 1 '.�._ GRADE v 00 a41E - - •-- LANDSCAPE 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH .. °. .,,y. �-�.y 1,,,,5\!.?:>•.):77,A.'�. ',,� ; 4 a BASE DETAIL 5/C6.1. CONTRACTORS COMPACTION EQUIPMENT. ' ;�ir�°R�'is 'r-�..y%�*`• '� •w �'ss1 � SUMP PUMP OR DRAIN � U 6" LEVELING COMPACTED \ t\/�\ : \�i \' PER DETAIL 310 ..,,,,,,/,/>.,77-N,T/�\%/r\j t'' ,, //\%//\///\%//\%/�%/\///\%/\%, » 3/4-0 CRUSHED ROCK ELEVATION '""X„. <\/ \\ \r\\\,\\\/\\��\\\�\\�\� 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL COMPACTED 3/4-0 CRUSHED ROCK / JOINT WITHIN 18" OF MANHOLE VAULT. BASINS OR APPROVED EQUAL. STANDON PIPE STAND FOR DRAINAGE en 4 STANDARD MANHOLE TRAPPED CATCH BASIN �EaP�oF . GINE, oy NOTES: 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT. ri 7 /-�WATER `T SCALE: NTS SCALE: NTS �,.„ `� 9r 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CD YD MIN AROUND BASE OF VAULT IN It \� v MAIN AREAS WHERE FLOODING OR HIGH GROUND WATER EXISTS. f mm mm +° 3. ALL MATERIALS SHALL BE AS NAMED OR EQUAL SUBMIT ALTERNATES FOR APPROVAL. to Z I °" r .. - I �I'"•• 4. PAINT INTERIOR WALLS AND LID BOTTOM WHITE. \ ' Mr 5. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-FT. OF A .R ,.•': •7.::�, R. r -T o SLOPE SHELF 1: 12 MEDIUM DUTY 15"t OREGON SURVEY MONUMENT- DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR ID 4''. I j L 2 o ' Ir---1 ALL AROUND SQ. TRAFFIC GRATE. ilo‘ METER BOXES FOUND TO FALL WITHIN 1-FT. OF A SURVEY MONUMENT LOCATION. \ :::.4- ., '. r,' .' I _ f . ``. TOP OF PAVEMENT RIM-PER PLAN �°q l lu, �� o :.: . :• o :•.. (WHERE U� MARK �� } •• :,' APPLICABLE) TOP OF GROUND r .. _ ' .: + SMOOTH FINISH fil '•'. ' S % �t <� 0, - . . .. • CONC. CHANNEL TO 3/4 1" II (WHERE APPLICABLE) EXPIRATION DATE: r!/Si/ 9 I � ��+, -1 #' : M`� i 7r�z�,.r =1, o VERTICAL HEIGHT s�h•�` IRI s+ +`t-' Ap �� THRUST i� f • 3" WATER METER • ..•-! X04,6 _ �'a. �. _• �`'>�i%rr''��1is•��il-�+I -�Ill•� is - .i: " • �' � • 1 r :r��•' �r`•1�► ��=i: % BLOCK OF PIPE11 1 SCALE: NTS ot�t :I` • � .r��/\, i. I = �.//\,,,, \/// / ,,,,,.,/,, /y/ TEE / ,1-,=[-,1,1.. _ \\/.\ /. 46M I I I IN / s • 3000 PSI CONC. AREAS) ` r- - Illll PIPE SIZE(7-1/' ' :• ENGINEERED FILL // SUPPORT BLOCK _PROVIDE GRAVEL L ,:. I PER PLAN DO NOT PLUG FILLED DRAINAGE _ II ---. 1IP 3" _��- 0. CUSTOMER SIDE .�, .. - - At r ,■, - _ DRAIN PORT PIT METER SIDE �� - I .. va l 1111!I� - - - - - �� NOTE 1 = II®1 " 10 E III 12 I �. NOTES: \ - --1 - -IE PER - `- 12"� 1 H /' i PLAN 1. ALL FIRE HYDRANT ASSEMBLIES INCLUDE A TEE VALVE & BOX GATE VALVE AS 1: 12 SLOPE MIN., =-� J SHOWN, ti.`: ..'.. • • ..,.. .. . :� :: TYP. I I=1 I -- \ 4- -,,,:x 2. INSTALL BOLLARDS AROUND FIRE HYDRANT ASSEMBLY PER DETAIL 5/C7.02. "/\ - I I III /�/ COMPACT SUBGRADE ,\/�\ i ! I ■� -A l i i11��\\/\\ i PLAN t FIRE HYDRANT ASSEMBLY - M.J . (.1 _ 1,I NOTE: CARSON METER Oci SCALE: NTS 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON BOX (OR EQUAL) STEEL BASINS OR APPROVED EQUAL. Ni i 1 i!i!'.:i i U S: AIP p I NOTE 1 1.OTEBASED MAY BE PRECAST OR CAST IN PLACE. TRAPPED AREA DRAIN . 0`, C1 . 'i SCALE: NTS L N*4. 7if r " 2. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. -a-+ • • ' •`'''" 3. CONCRETE SHALL BE COMMERCIAL GRADE. I 2" FEBCO MODEL 850S 24" MIN. = '. ��`.:..'.. FLOW HARD SURFACE I LANDSCAPE AREA0 in 'f--N- . DOUBLE CHECK VALVE CLEARANCE 4. CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH SLOPES AND RAIDII CAST IRON FRAME AND I MECHANICAL PLUG ASSEMBLY (OR EQUAL) o TO OUTLET PIPE. COVER TO FINISHED I WITH GASKET ' ' • GRADE IN PAVED AREAS CO PLAN 5. EXTEND PIPE INTO MANHOLE AND GROUT SMOOTH. PIPE(S) MAY EXTEND 2" MAX RISER O.D. CAST IRON FRAME 00IC �il` ; Ik BEYOND THE INTERIOR MANHOLE WALL. AC PVM'T OR CONC. PAVING + Y MIN. SET IN CONCRETE O CM V C' m DUAL PORT INLET. _ VERIFY MAKER,IN MANHOLE BASE STANDARD OR OTHER SURFACINGt 1 = cr:.! �•.2:it:,�. •W MODEL AND SIZE. i co U O �:• 0• ' •• s `04 L SCALE: NTS } f� r n IL 100.49.114 11144 0.14.„i 11;14e it a"41 ,i�... : 1.�.,^ 1- 1 i I I I I I I�� (/ , . . • , . . ,�� ,• 4� 6" MIN. �!'�.��%•��.�i�!r��•sl��il•�: ��'��%��• � - '� "1 -i 1" MAX. -2- CRUSHED ROCK er I. Oa CLEARANCE HAND PLACE RIP-RAP AROUND J . . ---Ia) OUTFALL PIPE TO CONCEAL SIDES 2 MIN. . 0 0 • 11111111- ► ' CO BASE 6" MIN. . .: „IT:. AND TOP OF PIPE. 6 MIN• ;o . . #4 HOOP .4_, c� ELEVATION ems ■m■ .° -' . . !! ENSURE OUTFALL OPENING IS t v °0 'o • I-I CENTERED IN 3000 I- NOTE: 18" MIN. VISIBLE AND NOT OBSTRUCTED. !! `°• °•° 1 a o„°.. 11_PSI CONCRETE PAD. C'Q FDC STAND PIPE. ' ° o ° °oq -I INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF VERIFY SIZE 36" MAX. SIDE I co w PROVIDE y4" MIN. W DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARANCE FOR TESTING & 45' MITERED OUTFALL 4" MIN. o °°° 1 *•10l', CLEARANCE FOR REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE NOTE 1-\\ FINISH GRADE TOP OF SLOPE ' 00 ° CONCRETE PAD 0 O N- C) INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR it 3 ��L a AND RISER PIPE Op O METALS). IF FREEZE PROTECTION IS PROVIDED. THE 24" MIN CLEARANCE MAY BE -/ ,% �/ ., \. \� mlmo d' \ \\ t.;. . I. r.. . .\/\/\/ -I 11 1 \ , / 11 11 - -2 "' Mc7 REDUCED. /�//j/ � }; �.I: •• \ \\/\, I _ °a. RISER PIPE \/ . l':_:_.1-1.:'".-'_• ; /\ - I IE=SEE PLAN 0.-0 • °.00CL DOUBLE CHECK BACKFLOW ASSEMBLY • ;• ;, \\! fAt _ = �;��• iz: 5' MIN. °° I 10'0%° oE° C� 02 SCALE: NTS °° ,°°o a •, TRENCH BACKFILL ■� O o O CO 117 II, THRUST BLOCK ?�/\;\\/\\ \ - - % 0 • a °° PROPOSED PAVING OR MATCH PAVED UNPAVED ' •//, /\/\/ 1' DEEP laW \/` .0Q„,,,,' °. °° 0 0 . CO ++ a EXISTING PAVEMENT SECTION AT I , \/\i�\/\ \ -4 6.5' WIDE \ .0 . . , ao CUT AND PATCH LOCATIONS AREAS AREAS LAWN OR LANDSCAPING ,;- ,,:� FLOW PIPE OUTFALL ////4/4�\/ � .-. /.• WYE BRANCH ° °° .0 0 : °• ° 45' BEND PER PLAN �. CENTERED IN RIP-RAP \\//�% //\�/�\/j\/��\.\\�/\//\ / e o o . EXISTING SAWCUT • • •• •- TO VALVE (WHERE APPLICABLE) 1q3faf DETECTABLE AND BOX ° y. PAVEMENT LINE DRAINAGE FABRIC / CARRIER ° WARNING TAPE •'':: ° PIPE - --- \\j\\j ,\ \� RIP-RAP CLASS R PRAP - - - - �r \ ,- / - -- _- - INSTALL PLUG WITH -{//\ / /<///// SECTION °On"pq'°°-°qe:oq•ego° ':a�v�go 9°°,:q•°qe�e .e°�� GASKET IF END OF ,� o:°.. .:0'.0°.�q•,: 0 00 1,4 ' .0,.0.°0..,/,=. // //„, 9 12" i- Q 1 LINE e • \\ \ 111 Sw Fifth Ave., Suite 2500 c) \ \ \ \ \ ' '..--.M17.":"; / / \ \ Lu %��/��/�/�\��° °% /��/ QQ NOTES: >, OUTFALL PROTECTION - - -- .-- - Portland OR972D4 SERVICE CONNECTION O: 503.227.3251 ? d° Q'-"`�..° on•o °°° op• o ` 000 ` - F: 503.274.4681 \•i\ .\rte \ ° ,,,...____.) 0 0 0 0 °°• e° . o Q ° j \/\/ /,°.°qQ ° °°. o° /\^\//\\/\ 1. CONCRETE ANCHOR PAD TO BE 12 x12 x6 THICK, UNLESS NOTED OTHERWISE. SCALE: NTS '=o o. 0 0 00 ;0 °°0° • ° °o o t IF REQUIRED www.><ortcom J c) - r \/\\/� •:.' °•°°o.°. \ \ \\\\/\\�\ ( _1 Q ELIMINATE IF INSTALLED IN CONCRETE PAVED AREA. 2- z w Y a /\/\,,,eo'°°o°°°.o°•°q° / / / //\/\ ¢ a J BEDDING MATERIAL "- '� a \// °°'°°a°°a•°°'°°e �//�// �//\// "' "' a 2. USE FLANGE OR THREADED FITTINGS. lo zo m \ •°o .°°'°q' \ / //tel\ ° .°q••°° ° •°° NOTES: CD �_ //�� °a °•°°o�°q9°q ° 3. CONTRACTOR SHALL PROVIDE SINGLE CHECK VALVE AND BALL DRIP VALVE IN / 1, CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. lal \\� �.q•°q;•°q.oq'°uo:e\\� \o \ 1- ACCESSIBLE LOCATION INSIDE DDCV VAULT. COORDINATE WITH PLUMBING. TOP OF GROUND/PAVEMENT 1 Q \` \\ . . o ° o . p ° q °° ° q.� \ La Il J �/7°• ° °'•°o ° .. °•°°o.•TRACER WIRE SLOPE AWAY FROM BUILDING - = J ° .°° °0° •°q•r°'°°° , q °°° ° c� 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH t/ 0 ° q r ° q o q ° ¢_ li » \ '° ° . q • ° •°° ° ° .°q °° ° 4Li . INSTALL BOLLARDS AROUND FIRE HYDRANT ASSEMBLY PER DETAIL 5/C7.02. PER GRADING PLAN CARRIER PIPE. Q H- 3 Y 12 / /\rD"./„•:0':°:.oq•°°e° oe°'v °°•e s-\/\� (Y.) d cNi c z � co �/\/-°.,.:e.:0;,°°%.:°•.0:,• ' ° o-,0170::.:.° �% Z Ix FIRE DEPARTMENT CONNECTION (FDC) ' \ � °°,° qo °°•°° ° . •°° \ , _ .s.- _ , 4 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0. \/ ,, �° ° -'.•''r.-0.°,0'.°:."/ a Z _ ....� - III IIIII IIII °•:•:••:•: -\/<.°o.o ° . ° .°q.°° ,\, \//. _ �� DUAL PORT , _ = - :;°:•. '••:° : .•�; 0/2 \ •.°o•°0:':°/ °°o° /\! I= = ,. ... .°is ie!!1:.��O jO_a ye_:°° � 4" 4" 1 � • I''=•� "'� '_ 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. key plan � I //\/�° ° .°°'°' •:0-:').:C\/�/ :� 1 0 SCALE: NTS - •- - - - - - o Z,� { /, 0.:13.4:°.: o •0•°o'-� _ III MINI SII -1��I�. II! IQ aal Il -�I 11111 STANDARD CLEANOUT (COTG) 1 � /\T° •°° °°° •o'_:= , .° ° ° •:° °�/\� ISI `I ( I� II-III-III-III- - :a.� �I 11 SCALE: NTS phase o //\ D v° °0°'° -:...°:.:0. °•:°%\/j` I I h p BID & PERMIT SET Q ca \}A.„.:0- 0 6°.°q o.... .: -.0.p°•°°.. \\�,\ 4» SEAL OF COMPACTED "; ) • a ana ". ...Q.:2-2•i- ''' LI /\\\\ I i' ‘11..^1 iv 1.1.1 I I-I��_ I '--/\\i I NATIVE SOIL (LANDSCAPED ) o o.0"1.0• ' " n Qi" . • p ,//�I 1 I 11 111 T?r/ ONLY) o� o ° ;q� 8 MIN. • :, ' ,'` ° ' -. . p �-I I1=1I I 1 I1111=1I1=111- AREAS ° ° 0 0 ° = 6 0 6 WRAP DRAINAGE FABRIC ° ° ;° • date February 9, 2018 U - _ i _ 1- Cn MIN. MIN. AROUND ALL SIDES, 12" , , MIN. OVERLAP `. -1 I 1- 1 ' I- revisions Q TYPICAL PIPE BEDDING AND BACKFILL 11 PERFORATED NATIVE SOIL OR I 13� • DRAINAGE DRAIN PIPE. STRUCTURAL Z SCALE: NTS FILL 2 SEE NOTE 1 FILL I Cil w NOTES: I W 1. LAY PERFORATED DRAIN PIPE LEVEL OR SLOPED IN DIRECTION OF FLOW, WIDENING Z EXCAVATION AS REQUIRED. MAINTAIN PIPE ABOVE 2: 1 SLOPE AS SHOWN. I I- 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. I PERIMETER FOUNDATION DRAINeL I w SCALE: NTS project # 16054 -- ti CV CY3 DETAILSQ mO QCT N-CD c.,)(-Ni 'U C 6 • 1 co . . rZ "L:Li0 O.)J CULL i--. 1--- °:". .5 11 C-8.- 9___." i__ � 105� 111 1 .4 2 4045 0 @0 0S �� \ / IN M 1 1 I I I I I I I I I 1 ....._ __„„,„ I I 1 I I ! 1 I I I I I I I \ NOTES: _ I_ I - - I - _ I _ _ I _ I - I I.� _ _J_ _ _ — I I - _ _ _ I - I A A. PROVIDE FIRE SPRINKLER SYSTEM IN I - I= ,�I I it��, - "■uci..–. w, _ ACCORDANCE WITH THE REQUIREMENTS 1 1 i OF NFPA 13 AND LOCAL FIRE CODE. REFER e TO SPECIFICATIONS FOR DESIGN BUILD I I I B I I I I I k I I I I REQUIREMENTS. REFER TO PLANS FOR I COORDINATION WITH OTHER CEILING I.- -', MOUNTED EQUIPMENT. ll Imp I I I Dull Olson Weekes - 161 Group L' , B. IT SHALL BE THE RESPONSIBILITY OF THIS Architects, Inc. I i I I I I I. I I I I CONTRACTOR TO COORDINATE THE WORK II I I WITH THAT OF ALL OTHER TRADES, I I INCLUDING BUT NOT LIMITED TO: 907 SW Stark Street Portland OR 97205 USA FIRE PROTECTION, Hill� l,� - --`-r-- -__ T_J k-- ----- 'e ' ELECTRICAL, HVAC, tel 503 226 6950 fax 503 273 9192 DRY PIPE FIRE SPINKLER PLUMBING, STRUCTURAL AND GENERAL www.dowa-ibigroup.com www.ibigroup.com I I I I I [ ZONE1NTHISAREA YIr1r' I f II I I I I I' I I'1 I'I I I' I I I �I�I I_ _ _ _ — -- — __ _ ® ARCHITECTURE. �� I C. UPRIGHT SPRINKLERS SHALL BE I * I PROVIDED WITHIN AREAS WITH I I 1 GI __ _ II I I I I I I gsjB4oNcEALED • ION. q- \\k\\ k \\ IL • I CI i , 1 ri 1 1 1 1 L ■{ 11 ie ' 7III I I I I E---- nmi• g...., ...-t. CE) 1 11 0 , '.411 L ,1m,, \ ,• . ,5... ._._ s...,.,._ ._ . .. .. .. _ _ l IA 1 .. I I n - . I I i I I� di _ ,.1. 5 I� 1 ., ....T., ,,,, Gp g Fd 1 — lej E - -- - - - - - - - - - -- - 0 - j ' 7-1 i_ i r____ ._ A IL ul I R7 rT � T [ I J I 1C> - i I _ I I I 3 „,:,r. -- I _rpi �`- i – ... _ ,� — `�► — — I0 — — — — — — — — — — ',TrT'➢,'c i as E. Eno • a , �� ue■ s, I I ill III I� I � I! 1111 111 ” `-' I I ��II I 1 will I ii11111i1i11 ! I 3 -�I_._ — I. ---_-- – uu uun ire_•:i■in� n III -, - GO w w w _ �� ..----I. - I n� n7 rIT r1 II rn I I 2 I "? II 1 I' I` Clilli + LIQ LIJ LIJ Lr LIJ LT II c, I ZONE VALVES w ..._1 .Tg..! U - , -� . E r. 1.1 MI C = - L . r... N� I _� �� t , .�� l ,.� � , rn m m rr 17 rl� I 4" FIRE LINE m , _ 1 IT ,_ .� _. LIJ1 Lu LI I LIJ LI] I— I I I FOR FDC FROM 1 111 — ,,._ I , V SEE CIVIL SITE �2_ :,; .a. _.. . : . ..:. .. :,._ . : ,. 4 ABOVE D I 1. _ E 11 I . I PLAN FOR LI] I I L 0 CONTINUATION i I � I- 4.- _ I I _ -W--- -vrr --irn'-� - - _ _ - - - - - - - - - I - - - o Cf) NI I 6" FIRE WATER . 0 SEE CIVIL SITE F LI i I - �- a y m�. i I V PLAN FOR I a 0 CONTINUATION— I I `� 1 I I I4110 C/) 0 I ;1 � I• • - - - — - L , . l N ,lI = N 1 II - V (1.8} 1 4 I I I i` I - - .. . _ . I / J.8 0 0 – _ _ _ • - 1 11.1r _ h _ - - - I - - K d) E = if cz I I j I I I 11=1— 1 f I (� 1 I �I I W CU Y 1 0 c) ,...... - I = DI ,Ir . i I I I I I 1 I A.., I 0 1- = o 0 INSTALL HEAD GUARDS L 111 WITHIN THE GYM CD 7.3 , Al , ,- „rte r - - CY7 M � L–^ 15�^� � r1 rti CI - I- --.. ,',0 tiliza..m..1 3 0 ir...„......./.-----1I\ ...- lir" ---1 at A . CIO E LI I 14, I i,I U U u.u.° 1a DRY PIPE FIRE SPINKLER WET FIRE SPINKLER I. „ ...7 \ ZONE IN THIS AREA ZONE 2 ��'tl r• 11 • I I I I II, I l I I �1 I I . l 6 1 I ' E i MI I I I I1 I I II I I 1 I 1 I !1 I 1€1 1 1 1 ----, PRIM o 1 ° ° r..001 1 €1 y 4.: �'//4 _ iR O 0 — ' CA . Al \ I I I I I _ _ _ _ , _ ., . , _ _ , , _ _ _ 0::---,:::, B r I I I I I - D I NINH.\\\\ I I i WET PIPE FIRE I I �, :.: ::am ... (9) I- SPINKLER ' i I I – I — I I - - € �' �� - - 1 - - - (� ZONE 1 • - — - — - - — - — - / DRY PIPE FIRE SPINKLER key plan ZONE IN THE COVERED I I PLAY AREA. RUN SPRINKLER I I PIPESABOVE THE SOFFIT. I I I I I I I I phase Bid & Permit Set SPRINKLERS TO HAVE HEAD GUARDS: - - — �\ - . , — — — - - - — — — R date 02.09.18 � ER) I I � - I I I I I I f I I Ig revisions e c � i I I I I I I I I I I I I I I I C Ji w I I I I I I I I I I CL LLI - i project# 16054 0 (1 .4ID GO04) 060 8 8.6 9 10 10.50CI 11110 14 N _ \ FIRST FLOOR PLAN Cfl OVERALL- FIRE 0_ PROTECTION 00U- N Co J FP2 . O1 co, FIRST FLOOR PLAN OVERALL - FIRE PROTECTION ��5 o E 1 1/16” = 1'-0" cvU