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12700 SW NORTH DAKOTA STREET-1 r. _...�..�..r. r ;. - aa.,dri.w,p, .i� .eer�(,A �,%H�tl6.�� •Al. rf,�rS:el+�•'Afxl'. _ . ...... ...;1C,: ..._,. ...., ,,.,x,..w++...M..e.,,....-. ,.... „ .. � e W � � F--- 0 N � s X N 0 " 0 N In M Q L a 46 46 C O h O • j In 0 M I V) v ` cr rn i t1 C G ? I �\ 0O N ��\ N w� M z 00W _J Y._ IV N C 0 crO► tO 0 CL CLO r l � w Z GO PACIFIC CREST PARTNERS cY C� 01 F�[ 1 - - �- J [ : 30 X �I �C �C � M W W � CD U Q LEASEBUILDINGW U -j C) Q a �r OWNER: PACIFIC CREST PARTNERS DRAWING INDEX F— 1 911 OAK STREET W a HOOD RIVER, nKEGON 97031 TS TITLE �HEEl W %• venoouwr * C 1 SITE' PLAN � CONTACT- DAN BOYDEN ;.f �••�:-_--•�- `� ' * C2 SITE GRADING & EROSION CONTROL_ I 'LAN I TEL (,503) 386-63'3 t :; * C3 SITE UTILITY PLAN W FAX (503) 386- :�•:.:?5 � -� -- •--•�;.••�� __ _ * C4 SITE DETAILS �.— F+orfMnt! CS-1 HALF- STREET IMPROVEMENTS PLAN �..= SPE C,'v'iL_ ENGINEER: s ., -�.;:;;. * CS--1 HAI_i'---S !'BEET IMPROVEMENTS DETAILS k ACKENZIE ENGINEERING i x C;x;90 S. W. BANCROFT '31'. P.O. BOX 69039 aim PORTLAND, OREGON 97��01 --0039 � r ' i • CONTACT: KARL KO,ROCH (SHEETS C1 —C4, CS- 1,CS-2) ,� Ir.aflu. f -� LEASE BUILDING: TEL (503) 224-9560 � � � ARI FLOOR PLAN FAX (503) 228- 1285 �; AR2 ELEVATIONS \ ROOF FRAMING & FOUNDATION PLANS I CkdLs u A R:� ARCHIT_-CT (BUILDING SMELL): MACKENZIEISAITO & ASSOCIATES ��='�' AR4 DETAILS NOwd I 0690 S. W. BANCRIFT ST. P.O. BOX 69039 w�N.. '+ PORTLAND, OREGON 97201--0039 �1 CONTACT: DAVID WILLIAMS (SHEETS Al -A4, AV1 -AV4) TEL (503) 224-9570 DATE- FAX �� FAX (503) 228-12.85 6/10/94 1 f DRAWN By: C) SLD CHECKED BY: DLW REVISION h '`DITION ' o . k.LOSING 0 In d PErorR the N Of?p n�►'e a �� See mrr Nn, let, F 1994,..ALL aMI .. t a a WACKEN2IE/SATO k A9$OCUTES, W +(� THt,c DRAraNvs ANS THt aRuvt AI AND AAE NOT TO BE USED Oa ntck„- ^RIOAD'NRITTEN WWNER FY��P7 WnH THE J 1II (� J ERMItkA'14 cn M$A i SI!ECT I T * THESE SHEETS ARE FOR REFERENCE ONLY (THIS WOPK WAS BID ON 12-14-94). t a all TS (AR) i J OF t Nord, ,'.,,ta S1,eet,12700 t3UP Info hf0.� 1ofJ REVISED FOR PERMIT 4 /6/95 294149 49 If this notice sppea rs cleiu•cr Ih,ut the document, file document is of,mnrginnl gnnl;ty, .............. i �tlhin uli iur .��ik � ��i �► �_� ... ._..: '._._,—,_.:.�•:. .., _ ,,.�: _ e rid'' .- •+#f Y. 21'-0 �C 31'-6 1/16' CL 60'-4 91'.16' -- - - NOTE: W m 30 x O) u7 M 00 DISTANCES SHOWN ARE AT RiGPT ANGLES TO PROPERTY �� N � I LINES AND ARE MEASURED FROM EDGE OF FOUNDATION. C� I r SEE FOUNDATION PLAN DETAIL ON SHEET A2 FOR FURTHLR U 00 •�x N INFORMATION. � p m .•-. M r C5 0 58'-1 318" I c +-46 O iZ 1 U i o • m I F--- IaN -- c +Nh 1 Q c � r. u- (n a 0 I Q C p ,4 i.LJ p O N r -�- • m u N r Fy m Z M i � jOaJ IuJ 3' `l SITE DATA Q 0 0 t o Qo0-n- - -- - --- -- -- _ ... ---�'.. � � BANK �� REYOU - 3,593 SO. FT. 3,840 SO. FT. t3.uN, p,ridw _ _..•----"'"`�'~ .--~•'°""'"�• .� RETAIL OFFICE 11,156 S0. FT. 11,990 S0. FT. - z TOTAL 14,749 SO. FT. 15,830 SO. FT. - ~- PARKING RATIO (4.34/1000) BUILDING "'`' 63 STALLS 63 STALLS NO LOCATION_ MAP ACCESSIBLE: SCALE .. - COMPACT: 17 3 34YR .-• -' -•.•"„' -••••.•.. - I yl.liµ•wMMOcwwsw.ry+Wa••1.1 .. ...... .. -..,,.,....-• � ,,,..-..�,,�, .., STANDARD. . _ .._. .... � "• ,.,,,,,. �•.,�..,..."�.:.• .4n'�A (ROUGH ESTIMATE) 26 - SITE 5 7,500 LANDSCAPE 57,500 REQUIRED: 8,625 - 157G R ~ • EQUIRED: 9,625 - 15,. PROVIDED: 14,884 - _ 26X PROVIDED: 1,1,670 279, W ONT OF Cv�-:55_r- j ZONE:CP _ �V.... _ t CONST. TYPE: V N U 12 -- WALK `r. OCCUPANCY: 82 . ----------"BACK i� � _U 30' -r / (NON-SPRINKLERED) _ SIGN LA- �..� STACKING 1 70 � �- + 200 2 1 20 9'`3"± t �'-o" �.�-' ' ( 16' 0" 26'-0" 14'-0 14'-0" I I -- - 260 14'-0' S' 0" rn I o 00 1 X I .1 I o � KEYNOTES 0'� o j I co, of 1 x �1�1ul u( 1 � io �„i �; 7 i a o 1. EXTRUDED CONCRETE CURB. SEE DETAIL 2/C4. Q 10 co %i co � ._,.,. w 2• 4 WHITE PAINT STRIPE, TYP, jj I Q. Fs,I o ,0 3. CONCRETE SIDEWALK, SEE DETAIL. 1/C4. J 1 20,-o" ! ,n ° c� F.H. 4. DISABLED PARKING STALL. SEE DETAIL 8/C4. 8S 0 w... 5. SIDEWALK CURB RAMP. MAX SLOPE 1:12.. 00 6. 7'-0" WIDE STRIPED CROSSING. o Nt 7. 6'-0" x 6'-0" PLANTERS (EXTRUDED CURB), w li - 00 8. BIKE RACK. SEE DETAIL 7/C4. t 15 F,F. 23 .50 0 + ^ +^ I 9. ASPHALTIC PAVEMENT. a4 f , t 1 O 6 10. LANDSCAPE AREA. SEE LANDSCAPE PLAN. ~ ? N 11. COMMERCIAL DRIVEWAY APRON PER CITY STANDARDS.(SEE PUBLIC STREET IMPROVEMENT PLANS) (n 12. 5'-U" WIDE PUBLIC SIDEWALK PER CITY STANDARDS.(_EE PUBLIC STREET IMPROVEMENT PLANS' 5'-0" 6'-U" `i F a � W 13. CURB RAMP PER CITY STANDARDS. 1 _ � I _ 0 0 4C O'' V I 14. 8OLLARO. SEE DETAIL 12,%C4, oc a N 16 -3' 0" I F_H �`-'k I 15. CELLULAR ONE EQUIPMENT BOX. 16. 45 CELLULAR ONE POLE WITH LIGHT ® 20', Ln 11 II 2 3 0 0 0 01 I 11 18. 5'-0*17. NOT USED 5'-0" CONCRETE PAD, jN I •L �o /_ v tO `O 20 a A' �20. 20 APERED ALUM NU POLE W/4 0 TT SHOE BOX FIX RES. 4 SPd8'8"=34'-8" 8 -8 vii ( - (1 1)SPOW-0"=99'-0" `� 1 O .r ---- - ��� f Z c' ' ! 14 l EDGE OF PAVEMENT o RESIDENCES i I TRASH 19 0.01N, 0- ' o < 4 4S 1 1 /14S z J#P 165 ♦'�13 01AMN )125. 13 � � G o qRL KORO i 113 ,�"� �PIRE5: 6 30_95 > DATE: x VETERINARIAN r '^ 6/10/94 F.F. 230.80 cn OFFICE LEASE SPACE- VJ DRAWN BY: NSS/SLD/CNH/HR i I � CHECKED BY: n I f i2 DLW j 1 L REVISION f t �• EDI11 ON a -- I 3 CLOSING 1 GRASS LINED SWALE DATE: ' 11/4/95 ` - - - - cac I 2 X � .H. 1/4/93 2-21-95 S 89'49''2" W 240.00 _ 20' SETBACK LINTS I � Rc1 ENIi I I I 1 3 Rc l t0� C1 c DAA'' ARE FACILITY I I /21/os MAC.FNZIr io k . 1994, ALI IAL:H15 TV,ESE DRAWING;All, 'HE PROPERTY 0t MAGI(ENIIF SARO ,SSUCUTES,PG M; )AHD AR�NOl -SED OR REPRO fuCED IN ANY MANNER, EXCEPT WrTM 711( rRHIR WRi"EN PERMriS10N Of NSA SHEET L SITE PLAN �3 1 North D,w %,,;treet.12700 OF 4. BUP 95 -- 2 of 9 JOB N0, 294149 T Y REVISED PERMIT SET 2-16-95 Odt i If(his nolice appears clearer than the r document, the docunlent is of marginal quality. +��+r� �IJICD J�+�+l+ � �+i :x r nil+i ill 1111 Nf� tR � I+1 lllltt lrtl�NllillN�fnl J . s , f+b• --- .;it9at_•. _. �.wudeac..a..mho,u>r..,d�tL,n,r�::..-,:.,i�.,,.m....,:.:._ . .. „�: rb.5,: - W •m ER0A . 30 X SIO 'CONTROL NOTES -- _ I. Construction activity to conalet of new building construction, I paving, and utility work (storm drain,aonitcry sewer, water, gas, STORM DRAIN iNl rT PROTEI TInN 1 � electrical, telephone). PURPOSE• 2. Total Site Area: a: 1 2 TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO t1. PERMANENT STABILIZATION OF DISTURBED AREAS. Disturbed site area: 1.32 act JJJ 3. All trucks transporting soturated soils from the site CONDITIONS WHERE PRA TI shall be well sealed so that water seeping from the soil conrrot WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFONE PERMANENT � drain from the vehicle. If truck is not sealed, the loaded truck Is OF THE DISTURBED DRAINAGE AREA. STABILIZATION 0 rn L0 required to remain In place until the water dripping from the LJJ a5 saturated soil hos been reduced to less than one gallon per hour ADJACENT 70 AND IMMEDIATELY DOWNHILL r>F UTILITY TYPE_ CONSTRUCTION IN before leaving the site. EXISTING PAVED AREAS WI TI' CATCH BASIN „RA(NAGE. - C � I x co 4. Effac:rvle erosion :antral is req Tired. Erosion control devices QL$LGd CRITERIA/SpFj�errn,,s• (� •��O r must City Installed and maintained meeting the D.E.Q. requirements. SEE DETAIL 1/C2 FOF S70RM DRAIN INLET PROTECT! M The Ctty may, at an time, ON. 0 ` o y order corrective action and stoppage or G O � work to accomplish effective erosion control. BERMS MAY r F�rQUIRED TO DIRECT DRAINAGE TO FLOW THROUGH THEc •- I i AND PREV'<N* b(PASSING OF THE INLETS. tLTERS S. Effective drainage control Is r � � C • M X ! 9 squired, Drainage shall t A7 NO TIME SHA.! MORE THAN A ONE FOOT' DEPTH OF SEDIMENT BE ALLOWED TO Q 1 controlled within the work alto and shalt be so routed that ACCUMULATE AG',IMST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT m o adjacent privateproperty, BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEED (MWA! MUST • d ( public property, and the receiving system THEIR SEDIMENT TRAPPING AND FILTERING ED TO MA.NTAIN ,, � ( • ore not adversely impacted, The Cit may, ERING CAPABILITY. _ ` y y at any Uo�a, order corrective action and stoppage of work to accomplish effective erosion control. STRAW EXALT_SEDIMENT BARRIF R d � •`-N i pURPOSE: 0 C 0 01 M ""�- TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE B1' 1 d D O N END ~� PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF - • Ib 0 N \ �.. .. _ -- r' VELOCITIES. N AP- m 3 c o WHERE °BACrrr c _ CONDITIONS W ---' EXISTING CONTOUR - - _ PSD MAY SUBSTITUTED FOR TEMPORARY SEDIMENT FENCE FOR INSTALLATIONS O O � BE U U 230 OF LESS THAN 200 LINEAL FEET AND FOR SINGLE-FAMILY OR DUPLEX PROPOSED CONTOUR - f RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. �(0 0 OC z 231.50 •r..` �.-•-__.__`--.j j�''�© �r ,. - \` e ,t j' � � �1 PROPOSED SPOT ELEVATION y ,. . - ` AT TOE of SOILS srocK . ILE,. w -"" / f :� ,uo;: r0+�t}� !N EXISTING, UNOISTURBi^'DRAINAGE DlTGHES/SWALES USED 70 CONVEY DRAINAGE THROUGH DISTUR'ED AREAS OF CONSTRUCTION SITE (AS ALLOWED _. 0.00,�.) V .s�r' . .^, ,;,cwt a""e"se' BY THE JURISDICTION). RB _ _ nae - . fir. .....•ma''''r ��''. _-�„ WALK „nwr 4. SEE SHEET C2, FOR LOCATION OF STRAW BALE SEDIMENT BARRIERS I ( .. •^"'� r - _ = BACK ALONG SLOPES AND CATCH BASINS. .,i-7777 ( ' RA SALES SHALL BE STANDARD 40 TO 60 POUND RECTANGULAR BALES OF CEREAL GRAIN OR SEED STRAW. /�-- ~""�,,: •'"""` _ _ f�' - X31.50 I ; STAKES SHALL BE WOOD DRIVEN THROUGH BALES AND INTO GROUND TO _577 328 _ r W�� -A31.80 .,.•� `231.30 231.60 �� A A'INIMUM DEPTH OF 12 INCHES. { 6 STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. ` I , STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH LTER FABRIC OVER C.B. I�A, -231.80 231.3 r" 2- .75 RC-2 1 AFTER COMPLETION OF SITE WORK iF APPROVED BY THE JURISDICTION. 231.40 / I '� I I r2 ( w GRAVEL FILTER ` j A; NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE 1-4-95 ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BARRIERS. 231.26�I 231.50 SEDIMENT SHOULD BE REMOVED OR REGRA9ED INTO THE SLOPE, OR THE 231.37 `' NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN BARRIERS. U 1 � 18" MIN. I � ! 4 1 - 4 ` 230.87 ry I BARRIERS SHALL REMAIN IN PLACE_ AND BE MAINTAINED BY CONTRACTOR UNTIL 4 -� SUFFICIENTLY ESTABLISHED TO PREVENT E l '"'"" -^• + GROUND COVER HAS BEEN SUFE T A LI = I!!I 231.50 I ` J I \ .. C7 i _ EROSION AND U r 231.70 \ b N UNTIL OWNER ACCEPTS WORK. TEMPORARY SEQIMENT FENCE,; U PURE a j WEEP HOLES IN C.B. � 1 � } � I ' TO REDUCE THE TRANSPORT OF SEDIMENT PROV101NC A TEMP FROM A CONSTRUCTION SITE BY n TEMPORARY PHYSIC ( AL BARRIER TO SEDIMENT AND REDUCING RUNOFF I 230.40 „M-, � i '' VELOCITIES. 00 > ; H. t; 231.26 +� f� e I jrUND1Ti0NS WHERE PRACTIGF aPP 1 230,65 / �' I I �� / ` DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET F.F. 231.50 � I I RUNOFF. CATCH BASIN SECTION 229.96 rf AT THE TOE of SOIL STOCK PILES. � ... 227.20 _ -- I ` 230.40 AT INTERVALS A INDICATED ON SHEET C3 ALONG THE CONTOURS OF 1N E $ Q W Q , - ' j LARGE DISTURBED AREAS. 230.50 _ ;m; ( F.H AT GRADE BREAKS EXCEEDING 2070 N 229.86x') FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. � 229.Fi I to 230,30 SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. 0 O � � ----••- 229.75 _ . Q; N ,� 9 761 DESIGN C?lTFRIA/SPECiF1rAT10NS: 230.06 N o 2 0 ,.1 .30.20 EDGE OF PAVEMENT j� /C2. z _ SEE DETAIL 3 3 Z I ° SELECTION OF FILTER FABRIC TENSILE AN a =1 RASH ` ?_30.06 230.06 I' I 230,06 2 0.06 ��230.Z5 `-, T;HARACTERISTICS DEPENDS ON 7H D BURSTING STRENGTH O E SUPPORT FENCE, FABRIC ATTACHED TO a. t r�r, �`?, (J i tri o Q i r--- 230.06 230,17 CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS NE o H4H -- -- J ATT H TO A FENCE 6 6 INCH REINFORCING WIRE, SELECTION IS AC ED E OF BY V Q i THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC F,LTER FABRIC SHALL CONTAIN I_ILTRAVIOLEr RAY INHIBITORS AND STABILIZERS TO (yl Z 226.93 - ► PROVIDE A MINIMUM OFSIXMONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A :EMPERATUR_ RANGE OF OF TO 120'F. F- O �rS�tiQp�yc M/�! 230.76 230.76 230,76 230.76 _ 230.76 { ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROWD: PROPER V r� P 230.76 230.76 SEDIMENT RETENTION. O 226,85 cp 1CI -- /' f AT NO TIME SHALL MORE THAN AONE-FOOT DEPTH OF SEDIMENT 13E (FUTURE) F'7 OWED TO ACCUMULATE BEHIND A SEDIMENT FENCE, SEDIMENT SHOULD / URE` j D BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES W l f REPAIRED AND REESTABLISHED AS NEEDED. OFFICE LEASE SPACE f1 . F.F. 230.80 ROUGH GRADE AND BAR I l.J f I RIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CiNTRACTOR UNTIL H YUROSEED FUTURE "� 2" TO 4 ;' I GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO r•REVEN7 R PAD AREA V ! UNTIL OWNER ACCEPTS WORK. EROSION AND QUARRY SPALLS N SUBGRADE REINFORCEMENTPR PROVIDE FULL WIDTH r o'` ,�-- _ }, , S�9YEL CONSTRUCTION ENTRANCES G I GEOTEXTILE, AS REQUIRED \� ',y,� µ r Z 1 `� Qd �� OF INGRESS/EGRESS AREA j; >IDp PUR- I �� 226.68 N \ I°!`. . l'_. TO REDUCE THE AMOUNT OF MUD, DIRT, ROCKS, ETC., TRANSPORTEL) ONTO ROADS 8' MIN. DEPTH 1 r I BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED OREGON -+y - ' ' PAD OF GRAVEL AT ENTRAIICES/EXITS TO CONSTRUCTION SITES, ��� 7 --� GRASS LJ[dED SWAT I \ q �� G 1 / 1�'OND1TIONS wHFRf" operrT,�c Ao � ; DRIVEWAY SECTION �- - ' - - _ ,_ _ _ _. _ p I S• R� K Ro �. El XPIRE'S 6 30 95 1 H AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL 8E LEAVING THE SITE AND 226.58 _ ( r �' MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER GATE: W --- s -'rtl� �;, APPROVED ACCESS POINTS. (?C3) W ! 226,62 226.20 S 89'49'12" W 240.JO J!•�''' � I 6/10/94 17 �1. I DESIGN CRITERIA/SP_^ ECIFIOATIONS: DRAWN $Y• C4 �;, II SEE DETAIL 2/C2. CLU, N Y: i`IR (),.,3'1t\1,0.U:I ~`� ._......_ j I MATERIAL SHOULD BE 2" I'D 4" QUARRY SPALLS. CHECKED BY: � � DLW THE GRAVEL PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET IN �� � ( LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND REVISION O - 2" X 2" WOOD POST AT 4' O.C., STANDARD /� EGRESS AREA. (A 20-FOOT MINIMUM PAD/ LENGTH MAY BE ACCEPTABLE AS EDITION OR BETTER OR EQUAL ALTERNATIVE: /,! �� � APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION z CLOSING It o STEEL FENCE POSTS. � � PLACE POSTS AT 6'-0" O/C MAX. \ DATE: cv FILTER FABRIC FENCE _ / ADDITIONAL GRAVEL MAY HAVE 10 BE ADDED PERIODICAuY 1.O MAINTAIN 36" WIDE R(ILL.S - ---_ _- / f r \ ` 00 PROPER FUNCTION OF THE PAD. 00 �, IF THE GRAVEL PAD DOES NOT ADEQUATELY ,REMOVE DIRT AND MUD FROM et :� �� lA ! VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, / ) I ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE �,I HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER � , ` / CONSTRUCTION TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHFEL i'1 \ WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD DRAIN THROUGH ASILT-TRAPPING STRUCTURE PRIOR TO LFAVING THE CV rI CONSTRUCTION SITE. CONTRACTOR IS RESPONSIBLE FOR AI.L MEASURES REQUIRED TO KFEP PIJF31-IC N COST TO OWNER. �� - •-t STREETS CLEAN AT NO ADD(7fONAI_ SITEGRADING AND EROSION CONTROL USE SUBGRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL MAL'+ENZIE/SATO s �- OL PLAN BUT CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON 9y ALL Rlc,�rs Rear EXISTING LOTS OF RECORD. 1H[SE ORA/MK!,ARE THL , n. AA'ANp 2ARE SNU��TV BESEI?T UR FE�pO 2O'-0 1 0 CEO IN ANY WANNER, D-PT wmry fHT C� NATIVE BACk;FILL nR:aR wan Ell - TO vs rn f? k H MIN. T �. s EF U BURY BOTTOM OF----" FIL FER MATERIAL � IN 4" X 6" !'RENON. rl� z j ?� V 2-2; 9s a EROSION CONTROL FENCE W ry OF North Dekor:�,� , � -�`-"•"'- JOB NO. BUP 95-007r r 12700 3 or 9 .__ _______.�____-_..��_�.__... __._...�.. 2941 4 q REVISED PERMIT 4 SET 2�-16-95 If this nolice appesu•s deal-er thal1 the I document, the document is of nlnrginal qual�ty, CD "NI it 111 url ir>r IN I►ri rirl rl rrlrir r 1 i ell I LEGEND GENERAL NOTES �--- 1. ALL WORK SHALL CONFOPM TO THE REQUIREMENTS Of' THE CITY OF TIGARD, rn �y W PROPOSED STORM SEWER (.INE UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION �"-- p CID OF THE UNIFORM PLUn'9!NG CODE ANb UNIFORM BUILDING CODE. Q c1, �� _ - �- -•• ' '""' "' "- PROPOSED SANITARY SEWER LINE 2. DOMESTIC WATER SERVICE U �' X co I COPPER SFR VICE: H 0 N @m PRVPOSED WATt.R LINE -�' TUBING: ASTM B-88 TYPE M, SOFT ANNEALED TEMPER. (n O r7 "_--- c ) a F.H. !- FITTINGS: WROUGHT COPPEF', SOLDERED JOINTS ANSI B-16,22 p N PROPOSED FIRE HYDRANT - - TRACER: NO. 18 BLUE INSULATED DIRE BURIED WJTH ALL NON-METALLIC PIPE. Q a PROPOSED CATCH BASIN _ -r-'f I �� TEST: TEST AND/OR STERILIZE AS REQUIRED BY TIGARD WATER DEPARTMENT AND U.P.C. o(S c M a SCO GAS ' FROX2��CATIpN ASBGIIT� ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE TIGARD WATER DEPARTMENT. - O�._ I PROPOSED CLEANOUT I _,� r O • a _ ___ 6 �GA11Uti�AS6U1lT) 3. SANITARY :;EWER MATERIALS: _ I�] PROPOSED WATER METER _ __ CAppROx I ' " INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE ~ �'N c� C �. _ OTHER AREAS: PVC CONFORMING TO ASTM D-3034. a 5 * I>7 $ CLEANOUTS EXTERIOR PAVED AREAS): JOSAM 58860 HEAVY-DUTY p �- __ ( �t CAST 1, 1,N ACCESS a c � • EXISTING TREES TO REMAIN ' `�f � BOX WITH SECURED SCORIATED COVER, ANCHORING FLANGES, AND CAST IRON C;FANOUT W o o N --�' r '• 4T X SERRATED cur-OFF SECT'ONS AND THREADED BRONZE PLUG, PROVIDL A MINIMUM • ® o+cr 6 CONCRETE PAD AT GF,ADE. Z 4. STORM SEWER MATERIALS: Ljj POLYVINYL CHLORIDE PIPE (P\'C): ASTM D-3034 CLASS 3 __--- � �.-- _--- Y +U- tri � m GASp�Y TRACER: NO. 18 GREEN INSULATED WIRE BURIED WITH ALL NONMETALLIC PIPE, r_ t �_ 12 OCATl0p58U1CT� FG rl _ l U HO1 �� CLEANOUTS (EXTERIOR PAVEC! AREAS): JOSAM X158860 HEAVY-DUTY CAST IRON ACCESS � Q o p� (AppfiOX V O.H. EIEC BOX WITH SECURED SCORIATED COVER, ANCHORING FI-ANGES, AND CAST IRON CLEANOUT �P- 3 WITH SERRATED CUT-OFF SF_CTIO14S AND THREADED BRONZE PLUG, PROVIDE A MINIMUM V8 X 6 CONCRETE PAD AT GRADE. "'.• . 5. PROVIDE CLEANOUTS AS RUUIREO IN THE CURREKT UNIFORM PLUMBING CODE CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. RB A K.,,.w� 6. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDIT-10NS PRIOR TO - FRcJNT O �_ _ G 5 vt ,,„+'^"" ! COMMENCING WORK. NOTIFY ENGINEER OF DfSCREFANCIES. fLt �7 w�� c � POLE g ACK WALK x Ay`""` I -' 7. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY 00 NOT W _T!-' l ' SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE Z � H SPACE PROVIDED. THEY 00 NOT 0 SHOW EVERY DIMENSION, COMPONENT �-- �� _ y PIECE, SECTION, JOINT OR FITTING REOU:RED TO COMPLETE THE PROJECT, � ALL LOCATIONS FOR WORK SHALL BE CiECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BCFORE BEGINNING CONSTRUCTION. Q EXISTING UNDERGROUND UTIL.IIIEb L11YING WITHIN THE LIMITS OF EXCAVAPION SHALL BE VERIFIED AS TO CCVDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH �e II JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY F-- RIM 23t.o tt 1 + ENGINEER IF THERE A KE ANY DISCREPANCIES. C I i w IE 228.50 U D.S. 220.00 CO ro 0K11 � '? D.S. 228.65 WATER SYSTEM NOTES: -- I U lE 227.98 OIX ® i �' I O.S. 228.40�� i .- _ Q 0, I f 1. AN ESTIMATED 121" OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING O -.-� i ( CONSTRUCTION ON WATER LINES, AND TO RECEIVE A CITY OF TIGARD WATER DEPARTMENT (COTWD) n ¢ IO I STAMPED APPROVAL ON CONSTRUCTION PLANS. - STMO CV) ... ,_.. I" DOMESTIC WAT-R I 2. THE :ONTRACTOR SHALL MAINTAIN ONE SETOF COTWD STAMPED APPROVED PLANS ON THE In BACKFLOW PREVENTER CONSTRUCTION SITE AT ALL TIMES. F.F 231.50 (IN ACCESSIBLE BOX) I 3. NOTIFY CITY OF TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, TO SET UP I �, -- 1" WATER METER A PRECONSTRUCTION MEETING. TELEPHONE (503; 639-1554. (BY CITY OF TIGARD) � I I - •"�-- 1 ,y • �I 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA, STANDARDS. D.S. 228.50 - -- 5. ALL WORK WILL BE INSPECTED AND APPROVED BY COTWD. 15'05' RIPRAP ( ✓ w 6. ALL PIPE AND FITTINGS WILL 3E DUCTILE IRON, CEMENT--LINED. PIPE WILL BE 7YT(�N JOINT OUTFALL �W (E 227.88 10' - 3 { cwi I 6"W ` DUCTILE 'RON, CLASS 52. ! 10" STM O 0.6% CO FH t' -�- --- '- --- 6"W ---- 7 F DU . _ -- Q 36" 0 3/4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY, N .� t)x / 10 STM O 6.4%771.) 10 STM 0,4% D.I. RIM + V, 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE, VALVE RIM 229.5 I OPERATING NUT EXTENSIONS WILL BE REQUIRED. I ►� 22753 e 5Sj 1 o IE z28.4s 3 3 INST',LL 3�C (8`NE to'[) ro - / �' 1E z27.e2 10' 1C' WIDE PUBLIC -- • 6" MJ x1 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ. FT. OF BEARING SURFACE ARE REQUIRED WATERLINE ' I 1P( 7F.E AT EACH TEE, CROSS, AND BEND LOCATION. N C.B. EASEMENT Z II N RtM 229.55 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. TEE AS 22((00 FLG. TEE AND 6" FLG, f _ �� O INSTALL 12" MJ x 6" REQUIRED, 6 FLG. x MJ GATE VALVE, 6 MJ x MJ HOLDING SPOOL. AND A MODERN MUELLER CENTURION -j ' gg CRASH i t x 6' MJ GATE VALVE HYDRANT, A-442 FT 6" MJ 5 MVO, 3-PORT (2-2 NST HOSE CONNECTION, 1-4y NST PUMP € 4 $ I + W/THRUST BLOCK ER), 1/1 PENTAGOIJ OPERATION NUT, OPEN LE , COLOR: YELLOW. F- 1 o Ip r 'I. INSTALLED - IC _ 1 yy �. EACH FIRE HYDRA SHALL BE UPON A PRE FORMED CONCRETE BLOCK WITH 11� CUB NT o a - o ,, ,; . lr«c C�f I 'LUG YAR-IS OF CRUSHED �" - DRAIN ROCK. AR PAPER WILL BE LAID ON TOP OF THE AIN Z -�� � �- -- �. •-•-. - _.. : _ _ t & r�,q?v r ROCK TO SEPARATE HE ROCK FROM EARTH COVER. 12. ALL SANITAP Y SEWrF1 LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALI-Y OF A WATER MAIN SHALL LAjF- ! , D BE ENCA FED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCL OF' 10 FEET ON BOTH SIDES R 1 r (BY CITY OFRTIGA D) ! �C I OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST RF !,;ADE AT APPROXIMA7 Y /1 AT LEAST 18 V' SEPARATION BELOW THE WATER LINE EL 90• WITH 12" PVC 1" DOMESTIC WATER (f'� ' I V -- I 13. ALL MAINS SHALL LIE TESTED AT 150 psi FOR ONE 1 HOUR WI i H A MA BACKFLOW ACCESSIBLE BOX) REMOVE/SALVAGE STATIC PRESSURE 100 oQi. O MAXIMUM LOSS OF 5 psi. F.F. 230.80 (IN ACCESSIBLE BOX) EXISTING WATER METERS. COORDINATE,, D 14 ` I ALL MAINS SHALT. BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION, co FUTURE WITH TIGARD WATER (M i BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. IE 221.52 IE 222.90 OFFICE LEASE SPACE DEPARTMENT i� V, 15, COTWD WILL INSTALL_ ALL. COPPER SER D.S. �E 228.80 D.S. D.S. VICES PRIOR TO BLACK TOPPING OF _TRE�rTS. WATER METERS WILL BE n] INSTALLF.O BY COTWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER). OWNER TO PROVIDE tE 228.80- IE 22880 I PRESSUPE REGULATORS FOR 1�" AND 2" METERS. ,V�N� c' 4° SS O 2.07. CO r 16. EVERY M-TER SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE 4" gTM O4" STM O RCM .28.83 INSTALLED AND TESTED BY OWNF1. 1 1/2" AND 2" SERVICES REQUIRE A MINIMUM OF A DOUBLE CHECK 114 � r 2.OX MIN. 2.OX MIN. �' VALVE ASSEMBLY BEHIND THE !aETER. i RI I _ _ I.F. 229 1 17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE COTWD ' s I 4 STM rU 6" STUB 1 E 225 02 C a- X F �kR1i0N OX MIN. " OF T,iE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10X FOR COTWD INSPECTIONS WATER LOSS, 2.OX MIN. OVERHEAD, ADMINISTRATaON, SAMPLINGS, ETC., AND 2X FOR ENGINEERING REVIEW, INCLUDING SAS-BUILT" � �25. " r STM I - - VENNI DRAWINGS, UPDATING FHE MASTER MAP, INTERSECTION MAPS, ETC. i[ SRC KOROG IEA 7 EXPIRES: 6 30 95 LAITn7'�o SANITARY SEWER - r,E c,G, ❑ EXTG �tH -- ® DATE: 16 4 MANHOLE 12" PVC - EXTENDCLEANO13 'SS 707N W Ir WATER" SYSTEM COSTS' C4 RIM 228.33 1E 222.80 S 8949'12" W 240.00 l 1 ' FORMER I b�1�/94 LE 1N 221.0p(4`N,4'NE,4' STUB, P U - V MANHOLE o DRAWN BY. 1.E.OUT 220.83(8`S) k MARK 4` SLFt o n.4oX F SLD N SS 'H R IELD INLET 13 004ECR'S COST ESTIMATE / I 1141 (l L") IE OUT 226.00 12"E) C4 /LF' CHECKED BY: 105 LF 6" D! at X20 $2100.00 ( !( (1) - Fire Hydrant Assemblies of $1800/eo. 1800.00 DLW TOTAL: $3900.OD REVISION N - I ENGINEER'S BIDESTIMATE 1 F � EDITION F CL.OSfNG Contractor's Bid (Estimated) =3198.00 1p DATE: r TWD (12% Admin., Overhead, Engineering) 468.00 N Ii Engineering (67.) 234.00 b TOTAL 5 TOTAL: $3900.00 Pipeline =3900.00 3 2 21 95 (2) -- 1" Meter of $2,125/ f' ea. $4,250.00 r TOTAL: $8,150.00 MATERIAL 1lST SITE UTILITY PLAN _ _ p N `' . 105 LF. 6" MJ x 2" IPT Tee 6 TJ Dl Pipe, Gloss .�2 C111 Hydrant Assembly ..................•.......................... 1 EA. 6" FI x 12" MJ Gr,te Valve 12" MJ x 6" FLG Tee ... 1 EA. MACKENZIE SAITI, „�•, AIL RICHT:RISFRIAP .. THESE URAW KS ARE THE PROPtRTY Or- MACKE421E•SNTO 4 ASSUCII PC(MIS D�AM ARE NOT TO BE USED CR RETIO )CED IN ANY MMNFREXCEPT WITH THE PRIOR WRITTEN PFRUm;,1104 or V A U SHEET i C3 N OF 4 ^R N0. North Dakota S1r"At, 12700 -- BLIP 95.007x; 4 of 9 ----------- -- - REVISED PERMIT 294149 ___.__._�.�.______.. _�.._..�. _ SET 2--16-J5 if This ntwlice npj)rnrs clenl•r1• (11,11, the document, the document is of marginal quality. --------------- 'wP11,41pluillfill +III► i►►I�1�1�1� ilr int �' Ilf Ilii il(I T' 30 X l Ti l! IM1IIII(Illl,MI INIII 'a'-��I'' ,.'1 • .cul . _ . __ - _. -_dMY,�Yk:t.:-__-_�v�__-_-•..�..,�..,--..._..,-.-.y " ..:u:..�...-��^.:�wi11Y�i,`®M,._.`�eurr•.::��ti'!i$1eY3.,ad_.--__1Y[fV .d :_v. I_�.,.,.....r.{,.la,^mN,oOt" uv'-.w,r'—lR2RA9'"+' '715TRTrlikMl➢Fix,anr„rnd”,+u �"T.TR:�' V. t'1"F. _. _ o•. _ 4- , - _ ..:",4199 PX1N �4RiR�1:-.e•. .... _ .. .... .. - .. _ F .t ..... .. ..•,: ,,:,._ ..,.. _.. .. .: .,yew+r+r.w..w..r...a.• .. NA77VE BACKFILL (SEE SPECIFICATIONS FOR �- PROPOSED PAVEMENT AREA 1'_8• COMPACTION REQUIREMEN ) SEE TYPICAL PAVING SECTION t'-0" WIDTH OF SIDEWALK SEE PLAN AULK PIPE INTO HU ___BROOM FINISH —SLOPE TOP OF CURB LANDSCAPE AREA I 5'-0" TVP. ------ .. - PAVEG AREA ,;c-- HINGED TRAP -- - - -- -�--- —— TOP OF SIDEWALK � v EVEN WITH PAVING (n _i TOOLED EDGE EACH -� SIDE - °00000;oo;'-. o ' � _2.-4" x -� li.I _ _ o�oo.i,�u�:c n�;',`<':;0 0 o c 2'-4" x 2" CAST _ zx CROSS I °^ IRON OR WELDED GRATE [7 N / --PAVING SECTION, CRUSHED Q SLOPE � -----___. I^• C � I TAPER CURB AT SIDEWALK OR END OF CURB ---RADIUS EDGE 1"-0' GRANULAR BACKFILL (444 1/2"0 HOLES EACH FACE ROCK BASE OR LANDSCAPING �-'` �+ x N (SEE SPECIFICATIONS FOR BASE COURSE LEVEL. ONCRETE Frr?Ar`IE CASING 0 m m N, 4 8 1n 0 M COMPACTION REQUIREMENTS) ------CLEANOi)T FRAME AND COVER p DIMENSION � v / AVING ON PLAN '� —. : . .:•:.:••::.•:.:••::.:.:. , Q 2p � L_ 4 PACTED FILL FINISH GRADE � -`--fXTRUDED CONCRETE CURB � / ° ° ° c • a' SET IN EPDXY CEMENT 1"-0" GRANULAR BACKFILL x I M < �-----4• CONCRETE WITH *_o io� /—'— ASPHALT PAVING /j / (SFE SPECIFICATIONS FOR � Z / O a CONTROL JOINTS AT � � COMPACTION REQUIREMENTS) W • m I • AND EXPANSION JOINTS AT 3 4 1/4" �' STEEL ALL WE •45' ELBOW to p O 20'-0" O.C. OR AS A � � Cip tea°°p00 00.0 o0 W WELDED Q C� 0 0 °00000°0 •oOV,�oo o c CONSTRUCTION. ASPHALT v Q of SHOWN ON PLANS. �`- -�a o°ODoo'�'u Voter'°Q°OV• 1"-0" GRANULAR BACKFILL EMULSION COATED INSIDE AP Im V°�4°ODD 000OVoo�4 I PROVED SEWER LINE v 1 -CRUSHED ROCK BASE iv AND OUT. 2'-0• x 2'-0• -_ YE LiJ Q C o H oo OV°o0 OUopo (SEE SPECIFICATIONS FOR o � CL acro° VocP��o COMPACTION REQUIREMENTS) — INVEFtT (OR 24" ROUND) 5 W �N a o° Vo ooa' ELELATION� N m m M oo°��• Z L. o I "Onov SLOPE AND I.E. VARIES Z o b V°v�}o 0 o0 o��o -SEE UTILITY PLAN FOR PIPE SEE PLANS NOTE: LLJ SIDEWALKV0O0• °OV ° SIZE AND TYPE (MAIN PIPE) UOV no OnooC�000 1 MIN 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. m C .. rg_'�EXTRUDED CURB AND TAPER m 3 STAN 2) LY jCH TYPE CATCH BASIN OR EQUAL Q t STANDARD TR ELEVA17ON U TRENCH 4D C 2 WT5 3 N.T.S. w w 4 CATCH BASIN N 2 Q O EL 0- Fu-11 Size _ d s CLEANOUT SFE PLAN y r.__.___ CI) N.T.S. W -- I .� � 1 - I U DIMENSION VARIES WITH NUMBER REQUIRED WIDTH VARIES 0' TOOLED JOINTSEE SITE PLAN -.090" ALUMINUM SIGN PLATE I ^I 00 WHITE BACKGROUND "� ONI;RETE WALK1 1/4' GAI_V. STD. PIPE 1" HIGH BLUE LETTERS w I' RADIUS I I S HPE OSS Ilktae T tz A��INc AND BORDER, BAKED ENAMEL 7— Ilk �UMV IT TOOLED EDGE 1 HEh1AIT to VIOLAS:» Io • ' 'p DISABL cD SIGNAGE PER -� WINCE , HANDICAP SYMBOL WH TOWIND L't . IIF STAic REQUIREMENT r TAPER CURB AN�'vIN[r_N ,o `O WITH BLUE BACKGROUND • SEE DETAIL 10/C4 ' / �2 IN UNDER ���///""" ORS 81,613. Q 9 5/e,: ASPHALT 7 OMPACIED FILL I CONCRETE rLUSH _ ) (. 9" --CAST IN P1-ACE CURB Is'. 7" ti 4" STDIPFS — —PAVING SECTION N AT 2'-0• OC TYP• + —VAN ACCESSIBLE W O x SIGN OMPAC7ED ROCK BASE 0 ' / / 30' rYP. z r. \� ^ J NOTE: ' � p � 'r CON[. FILL FINISH • CONCRETE TO HAVE STRENGTH SAME AS ADJ. SLAB c i� — 3" NIDE PAINT STRIPE 2F 3000 SLUMP 28 DAYS, '�_ 1 DISABLED SYMBOL, i TYP:CAL U j PAINTED PER - T i+) t OREGON LAW + PROVIDE EXPANSION JOINTS O 2J'-0" or,. __4 '� I. ALL DISABLED STRIPING _ ALIGN CURB AND WALK JOINTS w I SEE Df TAIL 9/C4 AND SIGNAGE TO COMPLY 7� 1 C WITH ORDINANCE `, 1 • PROVIDE CONTROL 101NTS IN -, I I J ORS 447.233. o j I ! - pA1NT SfRfPE I / �� 2. DISABLED ;LGN TO BE I I I • CURE' AND HAW THE OPTION LIT TO CAST _IL IL Lam,/ AfOUNTEC fO SIDE FOR ,'6- I I t CURE' 4N0 SIDEWALK MONOLITHIC. .— VAN ACCESS LOCATIONS ---- I � 0 r D ( I AND MAY BE CENTERED 6 -0" ST TYPICAL) �f FOR STANDARD DISABLED 1 ^+ s ID -WALK WITH C.I.P. CURB i TYFI!'AL) 9'-0' AT VAN SPACES. 4" ;0" 3/4"=1' D" � RIBBON RACK Q e HANDICAP ACCESS LOCATION'S - -- - _ - + a NOTE TO DESIGNER - ,•_1._0" m AP STALL _ 9 HANDICAP SY I�IBOL ,u HANDICAP SIGN VERIFY RACK LENGTH FOP. NUMBER OF BIKES REQUIRED N.T.S. Z 38.375" FOR (5) SPACES. N.T.S. (`,4 c� NOT[1 NIS TYPE OF 4V440L E SMALL BE USED ONLY Foot PIPE 31ZE STErs Or 24• 011 LESS. o � FLOOR SLAB j- _ \\ n � N 0 \ -FRAME AND GRATE j _ F.G. Or RIM � - � �`•3 •� O O • � / � BOTFOM OF SWALE = 22ti.20 � � O S � CAST IRON TO EXTEND r' O O O 4' ABOVE FINISH GRADE. - / - I O O W �`,-_WALL o -/[ -`y 90 DEGREE SHORT TURN l 1�--------PfPE $Of1AR0, FILL WITH - / l '�I , + O Q ELBOW HUBLESS CAST IRON 45' WYE CLEANOUT 'N CONCRETE, PAINTED YELLOW / -'-� /�.�, O WITH STAINLESS STEEL WITH PLUG. (B" DIAMETEr). _ 30�' / i MAIN SEVER BAND, TYPICAL SEE PI.AN (C1) FOR LOCA TONS IE=226.00 r ----�-= ^1 O O 0 W I AND SIZE. - � GRADE LOCATE MANHOLE CCVER Q O AND rRAyt OVER LEDGE I OF AT LEAST 12' IN WIDTH 45 DEGREE SHORT SUMP N TURN ELBOW I / MA7CKO r1NISt�D GRADE Or STREET SANT TARP STCPI:1 OLID GROUT AT BASE � _ --- __ - IFI- cAs• IROry ,,DvfR AM rRAy� 1n (SEE STANDARD FLAN,, % POUTING � � 1_ _ v • 6- 2'-0" . MAxIMUM 2t• FROM 3rT rRl IN Noft-SHRIMING GROUT 24-3/4' 6 2 - 3 " TOP Or FIRST STEP -+t TO TOP OF CASTING ECCENTRIC WAMl TOP I ° SECTION ' ELEVATION_ w t t� 6' 16 NOTES: W_ STANDARD Ae• •1 PPirroRlED / IE SHOWN z yAr1101f RISER ��PLAST I C � - i. FOR PIPE SIZE - SEE PLANS. _ �• vON PLANS ' - 7 : .. CASKET 2S• -- —� Q r' Ic ,n 2. Fc 3000 PSI IN 28 DAYS Aa' Non PIPE) e ` r o 24. OR LESS '`�_ UNDISTUR•CD S n E / _ tO 3. OUTLET AT SIDE WALL OF INLET. SEE .+ /EARTH �;y ` PLANS FOR PIPE ORIENTATION. en° ►•� PIPE n ANSPOUT p BOLLARD D 2►" OR W1CCR C:4 - N.T.S. a 12 GlO o CI E .:, ; , , carAQTtD 3- r- N 2oll Q FIELD INLET 12' `wx. cp ttt r1r . ..•'� N.T.S. _ z ausNao Roar �c Y,-.��C'� � U • ; MOLES PRECAST DR S°IIED �+ 3' • DATE: �•r'OR STEPS SMA.L DE VERTICALLY f :A-In• ___� 6/10/94 1 DETAIL A / !PACED 12' GIM R TO c awt[R. 4 " •. It +•; I: `•' ••• •' __- "..�'. SET IN FRESM 31• --r DRAWN BY: I►is,DE DROP ►IArrMI,�, , o• COW-VrE Aro NOTES: SLD V[RTICAL DISTANCE, a A'o' MIMIMUy I . USE SUBURBAN TYPE ONLY I N NON-TRAFF I C ARFAs. I:. 12• •• GROW PDT[, INVERT To INVERT ----------_ � � ACTED CHECKED BY: '� �l2• LAYER IAL 13/4-- 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-46 CLASS 30. DLW BASE MATERIAL Is��•-ot 3. COVER AND FRAME TO 8E MACHINED TO A TRUE BEARING ASI- AROUND ' f IAANIDLE STQS M!!1 °[ tIGNT Arp FIM�r t � CMDCDO[0. TI1Cv H1<18T •J: C• TEST roll WITHSTANDING►J0 MCt• T. A$TY O �� I uulMc OUT. 4. NOTCH LID FOR LIFTING HOOK. fir, .. �` /� --- REVISION EDITION owilt STANDARD unmell -- =jai ��OSIn!; A � IIANIO_C MANHOLE SUBURBAN AND ST � • I unwhild [)RAVING NO. 010 MANHOLE FRAME ANO COVER $e'MI�lf RAVING NO. 120 �IY CUTAWAY V �w 14 STANDARD MA , NHOLE z z MANHOLE FRAME AND COVER _ � I ~�13 Cc � ---�IA1CH EXISTING GRADE M.T.S. S-!iC• FOR PLASTIC SAr[Tr STIP -�- .• FOR GAL VAN I ZED STEP E.L. 230.0 N ' DETAIL A 2 F.F. 230.80 UACkFNhF-/SAITU i ASSOCIATES,P,C Q - ��1 i GRASS LINED SWALE 1994. ALL RIGHTS RE. � 3 SERVED Ur FLAN 1 1 r— THESE DRAW ARE TI# PROPERh OF E U A ASSOCMIFS,,r M 5 10En 41 ANY MANNER EXCEPT WITH(THF. 3 MATERIALS, A)AND AR NOT 10 OE USED OR REPRO PRIOR WRITTEN PERMISFION()I MS A oALVANlZ7:DS -l:a„ !.{:..,:, ,._i ;gaff- N (�/1• DIA.) _ ''�• T SHEET () :u vAN1j[D OC'FOIY[D IKfr/DRC�ND DAR. 1�t:' RE I HIS ORC I MG WAR mw 011M I NW W I ro ASTM A-i 15 CHAD[ Ao. '& d., a�l 7 J :AL rAN12E0 C'ONr ORYI1AC WITH ASTM A-Ij$. PLASTICS `. 0 mur COrFOR$1 WITH ASTM C-4m. 'JIM REINFORCING DAR MINIMWI vi' ORADE N. 2'--0"� 3•-0" MEETING REOUIREArIl Or AS711 ACI$ EWQAPSULAIED -y�* `�.J •ITN INjCTION MOLDED COPOLVIll POLV►110►1T.EmE MANHOLE W'sTEpu" 4 ' ► W I- n SWALE SECTION " REVISED PERMIT SET 2/ 16/9%9 �F 3/4"=1'.. 0- JOB N0. North DOknin'rrr+nt, 12700 Lrl BLIP 95.0071, iof9 ----�.__.._-_� 294149 , i If this Holier ;1ppe;lrs rlcarcr thl►n the 4 document, the document is of marginal gna';ty r � CD 3 x r:.a1 .I,ij11SINIIWRi6irSkd4..�niuJ i6n.F. .• .m n: t •'nnW.'.— ._,� .._.:,. ...-. ,. 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TRASH ENC: OSURE CL 1 + i O LL- i ' 6 I Floor Plan NOTE: PROVIDE SPECIAL INSPECTIONS PER UBC � .?,.�,- ' SECTION 306 'r<,y + r , Al dill YO 0,G"EMN t, i� y 1 �d DATE: I 2/10/95 DRAWN BY: j } SLD DWA TL I KEYNOTES CHECK►D BY: 1. CMU WALLS. uLW l-_JK 2. CMU COLUMNS. REVISION 3. 3'-0" SIDEINALK ! EDrnOr' a CLOSIIJG 4. EDGE OF CANOPY. $I DATE 5. FASCIA WALL ABOVE 6. EXIST. BIKE RACK 1 X 4/6/95 m i 7. 5'x5' CONCRETE LANDING, BROOM FINISH, 8. 3'x7' N.M. DOOR WITH PANIC BAR. 9. 3k7' ALUMINUM STOREFRONT DOOR. 10, 4"o DOWNSPOUT, d` 0 a) 0 In t 0, 1 I o i MACKENZIE/SAITD l ASSOCIATES.P f,' 1994, Alt RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OT' MAX NZIE '3NTO k AStin[rIATFS, PC N 6 AAD ARC No TO 9F USED OR R1 DucEO IN ANY MANNER, EXCEPT WITH TI+F A PRIOR WRIMN DEpw;SrON rw M':0 . SHEET N L7 3 A AR1 a U OF 4 4 1 FE3 N0. Q rt North Dakota Street,12700 29 49 REVISED PERMIT SET 4/6/95 SUP 95-0n-,r6019 -- — If this notice appears ciestrer (11,111 the document, the document is of marginal qunrity. 30 x s , J _ i i ♦• 6"6 ._. .+•••,.w..... r..•._...w. 1 Y M.-y w.r,.w.a.wn..ti,,...._ y,....,.w.,,.r n r.»w 1 11Z ____J I V LTJ 'n i F- 0 N Q V1 I C � t 1 2 3 U 9x N 4 5 6 p N o _N I g N o °° M j Q 0. o a { ,o 29'-0'" 25'-0.' 25'-0" LEASE BUILDING BLDG BY PREVIOUS PERMIT __. 24 -0" _ ---- ------ - - - LIGHT f'IXl•URES-- I -_ __ - -- --- ------ 65 0 C M Q \ I I ~ ��4� I CANVAS CANOPY .._- -------- _ o N (DESIGN BY OTHERS) \ I ati / - � r�lV l, I #5 O 24 O.C. HOKIZ. % \� 04 Q `rn :► I \ FA EIFS FASCIA \ I .I " /` \. - - -- Q �_ O 24 O.C. VERT. - . J M \ TTTTTTT __.. i , _. --------- - - } U N (/) � .� x - t o_ c -- - �-- EXPANSION JOINT ! - \ � - 2 L. .l`. M Q 00 � o i EXPANSION JOINT - I - to a a -__--max _' _ . v IF __w _ _.__ I! ^ 04 001 1 — — ....... ! �___iL_. ,-r _. r' •T - r, r. -?-- -� � ..._ `------- _...._.-.___ - •LTL L---1' - - 1---� --- -- - - �c---i rr ,I Imo— �. —_ TEMPERED GLASS I North Elevation BRICK ACCENT Z � �_ irrr— W CL U ' A Q B ((A N W W 55'-0.' U � -- - - - W J ! I ---f1ARAP= r LINE BEYOND O GRID 7 (, OOF LINE GUTTER—� J U ONU BEAM: 24" HEIGHT SOL.!D t.Z SOLID GROUT (2) 05 TOP do BOTTOM (1) MI5 VERT EACH CELL0. SPLIT--FACE CMU PAINTED .N 10" -0" I 04 oo� -- --- FF BRICK ACCENT rn Z N 6 0 i AR4 East Elevation _ Q 1 Lu 1 J I W ! I 5 4 3 � BI nr BY PREVIOUS PERMIT j LEASF J]UIL)ING --- 65'- -- ---- 0", 24'-L' 25'--0" 25'-0" j - -- ---- - 29'-0" 25'-0" ._ i AET171 FS-3 i - t/r+�uss 114, DA ,MSI �,.„„ f1.S. 0.5. b.S. N DATE: -� - 2'-O'� N 2/10/95 D.S. _ :. JI' .. DRAWN " Y co 1 -- --___._ .----- -- ------ - - f ..........._0"00" _... / _ ___ _ � + � - -- - _._ _�_.—._ CHECKED B � 1 - - �_ ->- - ---- __ _..._ ------ ----- --------------- ------------------ ----------------- ---�- ----__ __-------------------------- ---------• ---------- REVISION • D SMOOTH FACE CMU - ------------- ------------------------------ ---- _ _- : EDITION BAND / -� SMOOTH FACE CMU - ---- - BAND SMOOTH FACF. CMU / v+ CLOSING South Elevation i�5 ® 32 O.C. VERT, �1 M BAND DATE: #5 ® 413" O.C. HORIZ. J- BRICK ACCENT N 1 RAR2 1 4 6 95 `D 1/8"=1'-0" '' SOLID GROUT BOND BEAM A aR2 _14/ � �..h_./`•. � ` 3/2x/45 I� 1 P,AR2 A R2 4/15/95 t' I Lr) 1D j O d MACKLNZIF./SA7TO 3 ASSOCIATFSP 1994. A•_,, RIGHTS RESERVED THESE DRAWINGS ARE TNI PROPERTY VI M)ACKEN.'""rNTO., ASSOC1AtFS, PC/1N S DIKED)INR:AN'NiOAMNNERE EEW(.'FDP1 WINHPRO Q PRIOR WRITTEN PERMISSION OF M 5 A -.I , SHEET B tO 3 Q AR2 Q OF 4 i NO*08110te Streel,12700 JOB N0. OUP"-nO?6 0% d _ - --- 294149 709 REVISED PERMIT SET 416/95 E_= If this police appears cle,u'er 111,111 the ! document, the document is of mnrginnl qun';ty. EluF 3 0 X ii i I .'. -1 l_rs .,.. -.-_., :.. ... {i .:r4;;_i« u:Caf. ,.. - i... _,a.: _,e ve,l. -.,., ...,. ,. .,.. ., �•!w urr,:..k::.,:,: ..., .. ,...... _ .> ,_... ,. .. _.,.. ,.... .. __._.._. is , 111 A I 2 3__ --- --- - 218'-p' KEYNOTES -0" I - _ -- --- - __ - V c 29'-0' -- �_-, ___- O.C. ----_ -- _W_ 25.._0„ -- -- - -- -- 1 19�z' PLYWOOD W/10d O 6 ak 12" G -- 2. 4x8 P.T. LEDGER W/)(r A.B. O 48" GRID 1 do 7 AND SIMPSON LPAI 32 1 - _ ____ _ 65'_0" _ ______ O.C.4 1 - - --- - O 48" 0 W/ 2x BLOCKING / 5 _ 3. 4x8 P.T. LEDGER W/*"O A.B. O 12" O.C. STAGGERED. ---_— A 4. 8" CMU W/ (1) #5 VERT. O 32' O.C. do (1) #5 HORIZ. O 48" O.C- V)ROOF. L&j P t a) in4 5. BUILT-_ ' U 6. DOUBLE TRUSSES FOR FUTURE_ MECHANICAL JNITS. 7. CONSTRUCTION JOINTS - 14' O.C. MAX. (SEE 58/AR4) � C� ! } 8. CONTROL JOINT O 18' O,C MAX. (SEE 5A/AR4) U .cm x 00 N 9. 4' CONCRETE SLAB (W/0 REINF.) 0 m m 10. 5'x5'CONCRETE LANDING x 4" THICK. W 0 M 11. CANVAS CANOPY EAVE LINE (CANOPY DESIGN BY OTHERS) Q p` q 12. PARAPET WALL BEYOND. 'CEL x • ' ' ; i I i 13. T.S. 5x5x}(f COLUMNS • 07� +- ! 14. 4' BRICK COURSE. .' Q t G tom. 15. 4` CMU SMOOTH COURSE. O o m 16. FUTURE HVAC UNITS, VERIFY LOCATIONS, COORDINATE WITH TENANT. 1 17. SOLID GROUT TO SLAB LEVFL W/#4 O 24" O.C. INTO SLAB 48' c + N C) p •� � i, j .,- l Q i AR3 18. BLOCK-OUT FOR COL 12"j N r_ o 19.. SOLID - GROUT O- WA^LL_S/A�L�O-_N,G�GRID 7.._k. ALONG LONG._G-R/—ID B B_-E--TWfEiE_N-6,&,7... v to0 1 20 9( -x 24G.L. G= 1 a � of21� S1050N _S6236 O, A, N • m mNSMS O COLUMNS PLUS (2) � I in 16 M.B. ATCOWMI OC, 2. d"`CGI SOLID GROUT (1) M5 VERT O 24` UC ( ) �5 } JR7O 24' OC z LAJ 3 Ox `'� 'FUJURF, CEjLIN�-010-0BY TENT. 4 24. RLQEEIN � MIN'A -B.)tf - � PR ENT. 25. ROOF & WALL INSULATION BY TENANT INPROVE4 I t c I II 2 �. Eo of a0a- (L 6 i r- 6 6 I I 6 g / f i j I � I 19 13 AR4 AR4 I W 20 TYP �� 20 /` 21 20 21 12� 21 20 21 ?_0 4 j 3 �-- O CL 1 2 (n AR3 Ak4 ( W w ROOF FRAMING PLAN W Q I . . . U w --� C ) 2 3 4 S ; O <�13 29'-0 -- - -- - - — -- - --- - - _- _-- --- - - I - --__ 0' 2 - 2S' U" I I - - -_ 25'-0" ?4'- 1 - - - - - - ., i 65'-0 ----- --_ r- _- 3 I I - -- - -- -___------ T---- --------__ - ii I + Z Q z I .I I I i i QJ I I ( J (L I I + I_ , z r7 + + I I lO ( I AR3 00 a II Q 0 I I in tn FOOTING SCHEDULE a I s l.t.. LA_ 8 7 AR4 + I 1 j NOMINAL SIZE STEEL. REINFORCING ' MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE RE4ARKS I — I OA CONT. 1'-4" 8" (2) #5 CONT ' 3'-0" 3'-O" 1'-0" (3) #4 (3) # i I 9 ' O 4�`0" 4'-O" 1'-0" (5) (5) 4 I I� I 22 +I I - 1 I 18 18 14'-4" 3'-U" 1'-0" (3) ;�5 (14) #4 - _- _ r - r---� - r---i r �- `TAT ---1=�- - �- -- -�——�- I - ____.___- _.._.._.. + � J 1 /� _ O Q t Q fi O �— _. ------ --- _ ___......_._...__ _.._..__. - --- I � B r-r� 00 ®J 9 ` J 1101 `t J f--i A 3 r-•-1 f r � R AR4 log JOB �H ( DATE: 2/10/95 FOUNDATION PLAN DRAWN BY: SLD, DMM CHECKED BY: DL.W LJK C) AR3 FDITICN 13/24/95 = CLOSING RARL N + RAR3 DATE: AR3 4/6/95 1 4 f3 95 8 7 6 S B �-�-- _ 4 A o �'�� 77 2 � � � CD �``� ` AR4 .-- -- .� � 12 AR4 to SIM *v_11 9 _... Ifi1 1 1 AR4 Tj 1 t i _ t i = I T/ } o i 1 1 i I ; 1 �r TRUSS - 12 _ ----�- _- ! l i 1 i 1 i ,j' z -- ___._ _.��.---� x---__ _-_ - - r}TRU S' 994. ALL RIrHTS Rf ,FR Q y d t 1 _ t \ - - 0, MA�F.ENlIE/SAITO k ASS\TD S.F' 1 Nw__-,- I \\ '' i \ ' ..�!!! _------- - GCSE ORAMANGS ARF. TME PRODENTY r,1 6 i//// 'LS \�� �t -__ . - N OAND TRC NOT O 0 BE USED ORPREDk RIOR WRITTEN PFRMISSION of MSA 6 6 DJCFD IN AN WNNF R, FxPT WITH TFIE A 4 � d SHEET M - -- - - -- - -' - -- - --.- - - - -`-„ --- - - - - - - , r BUILDING SECTION 24 AR3 2 BUILDING SECTION 24 - OF a I JOB NU. ttI 29 4149 I NUntl Dnkat a Street,12700 9,F,��6 ---- REVISED PERMIT SET 4 6 95 If ims notice aapperlrs clE.111,r (Ilan the y document, the document is of marginal qual;ty• 30 X I I i It�lilt IIII Ilf! �NN 11�11 11{{fll_Nl�htl f i I y .y .. :.., .i-..-rte , ,. -. ..._ —__-...• .= __ .'uWs:c.:.¢.: .; .:;�•., h,•r.:o,:.,,.�;'Fxw,tc:.tnr�1� ...,r._..-.,r,.,v..�'T!R'�'�. _ _ .. .a...,,,•w.rrr*veq.arcrar .. ... - •- .. , R --4x8 P.T. BLOCKING 7 1� AR4�LOCKING FOR CANVAS CANOPY U -� Xx8x8 W/(4) V LAG BOLTS a" 3 1)�" EIFS r ---�.U. ROOF _ PL IDE QS 8114.ji W/(4) %•� M.S. .. -� AIt4 TO STD PIP INSIDE CE BACK CNG I , �-1�-- 12 - ---CAP FLASHING j \ R 8x8. W/(4)-- / x I _ _ I Fes- o C4 4x1 3fa V �aj +v 00 �in o t' - 2" V) WIN 0 PIPE BRACE 1d. I I Q a s � � �� � .- . max [L-.T -<r� - - - - TOP R 8x14x ( -20 STD PIPE BRACE BACK TG 1 `�O L'VSIDE COLUMN O m1 `I 40" TJLX- � OWN p � 4'x20 GA 'C' METAL STUD BRACE _- O 24" G.C- W,/(2) #10 SCREWS 1 6"x20 GA SS STUDS O 16" O.C. ( Q G r- ^r- 0 EACH END TYP. T.S. 6x4x34 I (n C o UT. S.A.T. CEILING O 10'-0' A.F.E + Q , 1 _ V CL C ANVAS CANOPY dt `-- -- --4"x18 GA, 'C' STUDS O 16" O.C, �� I I W m USN b' METAL STUDS O 16" O.C. -{fYP, FRAME DESIGN 9Y N 'NN"< ALT: 2X6 WOOD STUDS TYPE- 9'-0' MANUFACTURER m M I ( ) -34 PLYWOOD W/#10 SCREWS--_- Z O 8 dt 12" O.C., BLOCKED I I Lv U 3 ) 3/EIAL STUDS i I Y m t/1 C 7 3"0 STD. PIPE BLOCKING EIFS (W/1" FOAM INSUL.) Q v C)i - p a -T.S. 6x4xJ4" I a) o z STOREFRONT WINDOWS Q ( a. Z E;FS (W/13/x' FOAM INSUL.)--� cL T,S. COLUMN 5x5x34 I + y 2 I AR4 I I I FU TL RE S.A.T. O f0'-0' A.F.F.- t3 f UT. GYP, BD. BY TENANT 11 MBO BRICK COURSE 1' —T.S. 6x4xJ4 + I w - ,� 8" CM _ AR4 r12 %x11x11 W/(4) "0x10" I I Z 9'-0" 1 ANCHOR BOLTS #9 GA. WELDED TIES O 8" O.C. _ 1" OL ILCOMPRESSION CHANNEL I I ( I <L'L La! (2) �5 VERTICAL �I � � � -'�^' _ (-) EIFS W/DRIP EDGE I I Q J I Q- -_ —SOOTING, SEE SCHEDULE "' " � o oF) 0 00 � �-4" GRANULAR SASE J T.S. 5.5.34 I LLJ W r27`\CANOPY SECTIOI'� PIPE COLUMN 3",e Q ARa ANOPY ELEVATION � 4 a�a viz•-, -o _ J s CANOPY SECTION ---CONCRETE SLAB A 1 1/2"=1'-0" SEE PLAN FOR SIZE 1 3/16 -SLAB REINFORCING `✓ C $x11.5x16' SEE PLAN 1/4 2 � { jf5x48"t 1L-1 0 \� SEALANT -- --- --CAP FLASHING -�_-----'-"` r--2r8 1',f. TOP PLATE ""`- -PARAPET WALL BEYOND 8.. � -COARSE GRANULAR BASF I I * � � tii CMU TS 6x4xJ4 (2) Y1'0 A36 :7005 O 4' -KEY JOINT CONTINUOUS J --COUNTER FLASHING 5b CrONST U CANT R CTION JOINT _ " I - _ B.U. ROOF i (METAL STUDS & SIDING 314'=, -0 � � l NOT SHOWN I STOREFR,)NT --� 16d 1�y PLYWOOD 14 GA ANGLE 2x2x4 W/(2) 1 0 O 12" OC TY z ' 7 /,�-- SAW CUT 1/8" x 1/3 SLAB -`v� SCREWS EACH LEG -SIMPSON ANGLE PAI 32 O 48" OC 71AICKNESS / \,, EXCEPT O 24" OC FOR CENTER 34' 0 - - CONT-N, OF WALL ON GRID B � Q f' ( \\i 'N �"-'---- �COI�ICRETE SLAB ! i I Ts 6x4x34--�- ----- I I - �f DBL 2x PRENOTCHFD e'..S V W \ + ' VERIFY W/ JCIST MFGR w 0 4x8 P.T. LEDGER W/-X"0x1,)" M.B. \\_ '�► FLASHING-----\ I - \ O 12" O.C. STAGGE:RFL) 2" --►aLOCKING `� •r - �, I lid `;�._ /--ROOF JOIST L. SEE PLAN FOR THICKNESS COARSE GRANULAR BASE r 4 CANOPY � ARa RETURN CMU � CONTROL JOINT S 1 i/2"=1'-0" AFW NOTE: CLEAN OUT JOINT AND CAULK 3/4"T�,_p" A6 STOREFRONT SECTION CMUri-�GLU-LAWFASCIA WALL CONNECTION T� " e FRONT PARAPET DPT AR4 AT CMU WALL 13 e' AR4 4x LEDGER •41''t,• ti ,•r',` ,• �-PARAPET WALL BEYOND — PARAPET WALL BEYOND DATE: ---� Y32" PLY:VOOD 1B'-2• � -GL BEAM SEE PIAN 2%10/95 TS COL BELOW DRAWN RY: COUNTERFLASHIN 8" CMU "4" 4" 4" 10" 3�x10x2'-O' W/ (6) -X"0 M. BOLTS SLD CMM m O — C 12x20.7 IN WALL `l- 4'' 1 4x LEDGER- GE 16d O 12" OC TYP ---3"0 STD PIPE COL CHECKED BY: 4 111 n 11 r DLW LJK - -GUTTER / (2) %"0x12" NELSON �/ a- 5T22 A 4$" ACROSS FIRST (2) TRUSSES I { 0 Z2.4 BLK' ( -� �- •+ I � /� —R '�(x6x14 W O 2x BLKG _ _ � !� REVISION REBAR ANCHORS O 9" OC // AR4 �' REVISION SIMPSON ANGLE PAI 32 O 48" OC 4/!3/!8 ; CLOSING ON + ,� + I —1" NON-SHRINK GROUT O 2x ULKG R 3¢x3 END I DATE _----- CLOSURE 34" FILLET_i. , ' t- -- ALL AROUND 4. 1" 14/6/9-5 OU �� - — 8" CMU WALL CAA fU ' SIDE R 0 M x8x14 W/ P �2) #4 x 48" LAP W/(2) 05 CONT • W ( ) BOLTS 4x8 P.T. LEDGER W/)("0x10" M.B. LAV A IN WALL BOND BEAM CD _ - 9 GA WELDED TIE IN MORTAR JOINT O 8" OC O 48" OC Ln ---8" CMU WALT_ /" � 4" �� TOP �' �}(x8x14 . -----2x FLAT BLOCKING O 4$" OC CD \ AT FIRST (3) SPACES �(e 2 0 A36 ROD O 4" Or, V-CLU-LAM ROOF JOIST C12 x 20.7 x 12" r-O ------CMU WALL BEYOND N4 x 4$" (3) PLACES -� �� MACXFNT1E/SAITp 4 ASSWATES,P.. U� I I �fe1�6 t9f1A, Aft. RiCkTS RFSFROHD 1 --+►�–� n,kSE URAWING5 ANE THE PROPERTv Or 1S,l70 d ASSOCUTES, t`iN'i0 tNRtNfueMO RE L9E0 0R PF R 5 EC TI 0 n li—/� . EXCEPT W1TN T.. *RPOFIWALL CONNECTION � 1 I V /1 R wRt1TFN t'EWN,ioN NSAfx - 3/4"=1'-D" 1 112"=l I .O" r SECTION 12 PARAPET DETAILC13 , R j SHEET �4 _— " PLAN/SECTI I AT SHEARWALL _O A 3/4"-1'-0" 3,14"=1' - -- Qe C. I AR4 �t OF 4 rr ' JOB N0. rtl North D:,kote Street,12700 ©UP 95-0076 9019 29411 49 REVISED PERMIT SET 4/6/9 � If Ibis police appeat•S clearer Ihtut the _ I document, the document is of marginal qua11ity. Now - ----- ..... r �m nr! r. ............. . 30 XI 3 1. QJ