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HomeMy WebLinkAboutPlan, Final APPLICANT 1/18/2018I / - %Z3 0 1 t.0 � 0 �N � (0(10 M i 00 r -D < �- )NAPL NOTES: It 0 , ' - 0 � k e Dense Non-Agueous Phase Liquid(ks PL)ProhLbftior)Y.-'Theconit'r'r--ao rand all (D , t,4 _f with j subcontractors are required to provide the owner's eng_neer with cqpi�s of Material Safety Data Sheets (MSDSs) fdkall chemical proposed for use on -site prior to use or delivery to the property. Based on these MSDSs, the engineering will ' I determine if the chemical is approved fo use on this site (ie. Whethel of not the product contains DNAPLs). The Engineer , ay contact the SUB Drinkir� Water Source Protection Coordinator at 541-7 ... 745 with any questions a utk � I x evaluating products for DNAPI.s. CO) Ii @ Any chemical spills or leaks at this locat@ , , the potential to conga inane Springfield's drink�',ng water supply. Anyl�C,heijcal spills or leaks shall b cleaned up immediately and clean-up materials dispo ff-site in accordance w h Lane County and DEQ requirements. In every case, re shall be taken to pr vent \ groundwater contamination. , ie ' \ * Chemical handling, stanqUe and use: Contracto developers shall be r onsi6le , � I for the safe handling and storage of chemical troleum products an fertllize�s � e and the prevenfion of groundwater and stormwa er runoff contami I n; \ Chemicals used during construction, including pa) hand clean ils/waste's, must not enter the soil or be washed into the A alarsystem. Alic micals \ - should be stored inadequate secondary contairim. . � \ * Eg*ment maintenance andfixog Precautio'no , r st be taken to pre nt ) fluid-containing equipment located outside from teai�ling, including provi ing a dedicated area for fueling and maintenance of equip s area sh id be prepared and maintained in a way that prevents spillor leaks from mig ting to the soil or stormwater drainage system. a No fill materials containing hazardous materials shall used on this sit . e CONTRACTOR SHALL INSTALL AN APPROVED SPRINGFI UTILITY BOAR WELLHEAD PROTECTION SIGN ON THE TRASH ENCLOSU E, AT ALL BUILD ­ AT i RECT ENTRANCES, AND ADJACENT TO THE WATER QUAL11TY NHOLES THAT DRAINAGE TO UNDERGROUND STORM WATER INJECTIO WELLS. I 'LAN NOTES: i .c,4,) P �? � 1. 'CONTRACTOR SHALL EXPOSE EXISTING 6" WW IPE Q I T,�RT EXISTING FLOWLINE. ANY ELEVATION DISCREPAN ES SHALL BE �$ REPORTED TO ENGINEER 72 HOURS PRIOR TO INS Ljj I BACKFILL. NOTIME CLAIMS WILL BE GRANTED M"'. '01UT ADEQU�'TE NOTICE.*** r_ (O � ,a II THE EXISTING .SEWER SHALL BE ABANDONED & CAPP D PRIOR T ISSUANCE OF A BUILDING PERMIT. ENGINEER SHALL �OVIDE PENCE TO CITY THAT THE PIPE HAS BEEN CUT AND CAPPED R THE I UNIFORM PLUMBING CODE AND CITY OF SPRINGFIEL REQUIRE ENTS. I 2. STORM DRAI tNFILTRATION\UIC FACILITY SHALL ACCRUNO I FROM ROOF AND PAVED AREAS. 0 "_� 1 3. ALL D3034 PVC PIPE SHALL BE TYPE'SDR35.' 0 4. ALL ROOF DRAIN PIPING WITHIN 3 FEET OF THE BUIU:N SHALL E DVVV PVC. I - "d- Q or) 5. THIS PLAN DOES NOT INCLUDE ANY NEW TELEPHONE, �� ECTR bR IRRIGATION SERVICES. i - 1 6. NEW CB #1 CONTECH STORMFILTER WITH PHOSPHOSO B PER E 1 L. SHT C3.1: RIM ELEVATION = 466.76 0 00 6"FL (W) IN = 464.46 0 'D � 60FL (S) OUT -= 464.46 S � 7. NEW CB #2 CONTECH STORMFILTER WITH PHOSPHO L. SHT C3.1: RIM ELEVATION = 466.88 4"FL(IN)W =11.64.88 . 6"FL(IN)E = 464.55 60FL (OUT) = 464.55 8. CONTRACTOR MAY NOTCH EXISTING AND NEW FOOTING NECESSARY FOR ROOF DRAIN. NOTCH WIDTH SHALL BE 8" O 12 MAXIMUM, OR. NO GREATER THAN PIPE RADIUS PLUS 2". 0 - 11 co 9. INSTALL NEW GIBSON STEEL DOUBLE COMPARTMENT I - ER DETAIL, SHEET C3.1. 10. APPROXIMATE LOCATION OF NEW UNDERGROUND ELECFRI ,-UPPLY M CONDUIT UNDER SEPARATE PERMIT. , 4- -,I- V F)THIS PROJECTSHALL RECORD UTILITY EASEMENTS AS MAY BE REQUIRED . x TO PROVIDE ELECTRICAL, TELECOMMUNICATIONS AND WATER SERVICE FTO THE HOTEL. BUILDING, AND AS MAY BE REQUIRED TO ACCOMODATE = EXISTING POWER POLES, GUY\ANCHOR WIRES AND POWER LINES V 0 e WITHIN THE DEVELOPMENT SITE. 08 :) , XV) W 11. CONSTRUCT NEW HOSE BIB AND TEMPORARY IRRIGATION SUPPLY, ALL CD 3: INSTALLED UNDER SEPARATE PERMIT, AS NECESSARY. Imo.' 12. DUE TO RELATIVELY LOW PRESSURE IN THE SUB WATER MAIN, A FIRE N �x PUMP WILL BE REQUIRED FOR THE HOTEL. F3 C4 9 13. DECOMMISSIONING OF ALL ANY ELECTRICAL POLES AND WIRES SHALL d IR BE COMPLETED ONLY UNDER A NEW SUB UTILITY PERMIT. 014. THE DCDA & RPBA SHALL BE ENCLOSED PER APPROVED ENCLOSURE r) UNDER SUB PERMIT. a we < 0 15. CONSTRUCT THRUSTBLOCKS ON WATER PIPES PER DETAIL SHEET C3.2, �.G 0 TYPICAL AT ALL BENDS. W 1 0)� C4 16. NEW TWIDE PUE. � T 17. CONSTRUCT NEW LED STREET LIGHT PER CITY OF EUGENE STANDARD � 12 DETAIL #TM629(b) WITH LED FIXTURE AND APPROPRIATE LITE-GUAGE a. W WIRE, NO JUNG ION BOX. INSTALL AUTOBAHN SERIES ATBO- 20BLEDE70 % (120-277V, R3 OPTICS, 7 -PIN PHOTOCONCTROL RECEPTABLE 002 0- (DIMMABLE), PICILL SOLID STATE LONG LIFE PHOTOCONTROL, NEMA r!9 LABEL), OR APPROVED EQUIVALENT. 8a; 012 0 N M - = M 3: V- 0 0 3"** C-4 0 N_ � , i-9 8 Is 09 a. 1A, \ k I \ x \ i I \ I rE Zt U .j LU U r- Q 0 fn uj::) 17 .. :r'I .. = CL LL. 1%. < 1, , � I ( ! LIJ co r \ I * F- \1 I - I U LLJ ZOLO -4 1 -,"*% 0 1 1 CALC'D CORN R I N 6191.11 E 10754.24 �� I r F BUILDING HK SUPPLY, -1 INC L.:6"GV, 6 < - REDUCER, DC9A (SUB * I DTL. W2.02) & jFDC W,L I YCLR. ALL AROUND) SEE NOTE 14. n EXISTING 611 WITER (P , LATERAL * POTABLE WAT�R BUILDING SUPPiY, � INCL.: 4"TAP 1 %I EXISTING 6" tv N W/ (1) 2" METER & PBA I (SUB DTL. W2.00, C3.2) � Iljj \ \ SEE NOTE 14. _Z1 C \ 3/4" Cl W \ TO TRASH \ ENCLOSURE \ I � \ 46.8LF - 60 D30 SD -T--"� \ \ S=0.0050 FT F1 MIN \ NEW STREET LIGH I PER I \ NOTE 17. \ \ HORIZONTAL I * \ \ CONTROL LP IN 1 6193.78 V11 1 0810.54 30.�LF - G'D3034,iPVC SD - 1i s=o.b050 FT FT (MIN) FC-)\ I �, I HORIZ GONTRO -�'i K N 6190.79 � > E 10847.94, 2 1 >0) I I - -- I U� DRIV I - . I IMENSION _/ - to --I . M M 2fTRENCH ---IN i __ _--i RIM=466.5 / 60FL(OUI) N) E=465. 8 k I * c, \ COTG W) 1V \6X6 WYE 0 6"FL=464.68 I THRUSTBLOCKA1 90- --4-. WATER PIPE BEND -4 \ \ F -I- � &ECi_R_FMR.j_-�2 � �2 UND�RGROUND ELI' IR,CAL i CONDUIT; SEF � NOTE10. I I 1 CALCCO j R - It N 619 .66 ,., E 1018A7.94 i Ii P - I C C � * U k I --i 1�---\, I I I �, 1, 1"\� I I I I I I I I I'll x i _ 011- � No SD IdH i C5 RIU=46621 = - 8 "FL (E) = 4 6J. 8, 1 1 NEW 0 1071(N)=460.56 - BUILDING I - 1 0 7L (W) = 4 6 OFFSET 1 . 67.59' 1 HORIZ. CONTROL It GV & NEW DECOMMISSION � 0 EXISTING 6 IL N 6348.96 = BUILDING EXISTING SUB WIRES -0 FIRE HYDRANT � � E 10754.26 OFFSET & POLE; SEE NOTE 13 1 51 1� _1 II -f- _ ROOF DRAIN COTG A E 000" . 6"FL=465.03 ELEC METER LOCATION & ROOF DRAIN COTG I . UNDERGROUND ELECTRICAL 6"FL=464.45 ) . _L I N OW200 E 192.500 0 �0 I CONDUIT- SEE NOTE 10. 1 44Wy1;L:__i,Z, *,�_xi��� _-�� � - - __r"""%"' '_L�' UNI 7 _ CO _It Irr , 7 1 7 =� , " - -7= - - - - x - V - - y _= Y_x x�----=7=77=x x X_x , - 7 - X - ___-7777=_=- - X Y_ 0 1 . . -I.- , ­­-.,-�!',_­ � " -14- LO fo *_��_ - - , I I "I (D co N dHO - I . :�-- 7,�Y�: - - "�` "' * - I , - � 97, ., ." " '' ., I . - . _77 ,� 7- �. , - -- *j. ­ . ­­­ �,-,. z. , .1 � � .i. _�% C . I ­ .:- . __ " . � , � , � -, N �3, �4_ � - -, �­_-2 �­ � � .". ­;. -:­� � ­ - I - " '. -�K:_­�, -­ (lie . 7. , � ­ - � , � ,­, -­_� " ; �� ­*� -, - -- ­� �,: �! � '' � - -.--. ­., ._ � � -1.- �': -.,.- �-, ':� � , 0 � ­4�*.Ii -, I �.. ,, - - `.f� , 19 , , __ , "' I . - . 1. 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SHOWN FOF � 1% I ­,�;$. - , 4'; � ,;� -�- ,4-- , . , - , , -� -� , - ­­�­_. - " - -4j%��.-�-- �� -:, , -,,�. �:' :.'% ";­:�� -,.� %'11 , -�',`� -��`�,-&-,- -,� -­ ,,�.�, �t.. . _ I I / / COCOT (2) 6X6WYES ----,--%� .". :,:t: �!'.�.-�­ '� * , � ��, � . _ - , .,. , ._ , , � -'11- , I... . . ­ I I REFEREkE ONLY. TO BE 11 2 " - - , .. �-: I , �;j�� - 1P ..� , is - Im - �� - �'. i!� � I " sa, _4.��.t',' - ,- - - , -1111, � � � =__1r__,1W_ .1. ,�.�� �.4 1 �. - - � ' .- I � I : I C // cdRoft CTED UNDER - . -464.40 - � � - , SD .� 1�;y � �W. - (A �', " � I : , 'I-"-.. �, �O,NNECTION 7-r� -1 , ''� - -�, , ... ., ;, � .. ­ � .� _ .1 , / , ­ �- , , , � - _.'�*,� ­ � . ­�. !!.!r- , t . W DEEERR PLUMBING , , ::, "I 1_�*." I �' -, " �­ - '' \\ CA t- lt� :,�, � , - � . � , -- � -.-. 7.!t �' * ��., �� � " � ,�_ "' , �­ - -- -1. I - I � I � .­ ,­ p_�-�',I� - - sl� - I t '. . . , , , ,� ,,, ", � , �-, ,-,, � - .1. 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I - t _-, - I i . . X ..,;, !.;� t -- , !t��7 <0 514- 0) __ r"i CT) - N , - W, c - , i -f- , 0 o - �03/4" Cl W SUPPLY TO (0 U j - - co I Oq i Q0 14- -q- a � % 'CO4 J_ SS - �t � SS S85 �4_ (71 I 0-14- " _Icw I 00 :� C` -'TRASH ENCLOSURE C� SS - -,F 4 S_!� . , . IU) r10 38.! 03 SID 6 *20r E 19186' .0 r__ I � � 'r rl� 1- �a en S= 60� I ) (0 7'X4V SOAKAGE TRENCH W/ '0 1"SQR WASTE DRAIN . DRIVEWAY 111110- r- r _k. ,4- � - It t 6_114 - POV7 -/ 3,: �8 '4 - DIMENSION _` � -1114- (.1 I 46LF-+- - GWRAPPED PERF RIM=467.02 I------- , - 16, 0 ,,z SEE NOTE 16 M-) EXISTING PIPE; SEE DETAIL C3.1; 4"FL=463.91 (MIN) POLE, MIR) Uj --f ,LINE S, E TRENCH 6�0 � ; SEE NOTE 11 -J I (IM SEE C2.1 FOR NEW BLDG S=0.0000 FT/FT (MAX) / 01 >� � Iii PAVEMENT 6 k5fN =459.9-f- PAVEMENT & GIFLON)=459.9-4- I�A,0 � A I - = (n M . .80� - I CONCRETE CURB SEE STRUCTU L 0 6-1$/ 8 / 0 46 - I APPROX 004TION Or _/ PLANS\DETAILS FOR 93.7'HORIZONTA't- I M I / co I ,VANHOLE UNDER SLAB. CONSTRUCTION OF r(-)NjT2C)1 LINE - 4_-�- j,,4 04 * k I I x \ I I \ I rE M M U .j LU U r- Q 0 fn uj::) 17 .. :r'I .. = CL LL. 1%. < Z I LIJ co r .< * F- x I U LLJ ZOLO SITE UTILITY PLAN. SCM. 10-100 TRASH ENCLOSURE, COVER, ETC. In r N 6348.96 Lo I - - I E 10847.96 01 r /, Ely"ISTING i BLIDG x _­ 000 - TOP OF EXISTING WW PIPE ELEV.= 462.81 (SURVEYED) / 6"FL=462.2-i-(CALCULATED) �OHP -------- tSS ss- SS - ss - CALCD CORNER N 6383.52 E 10847.96 CONTOUR INTERVAL =1.0 -FOOT a ly 29 39 I jiiiiiiiiiii -11 I 11111111111111111111 SCALE 1 "=10' itw4Received: I --- - Ln C4 Z to co 01% LLJ 4 V rE M M U .j LU U _V_ ; Z It 't S n fn uj::) 17 .. :r'I .. = CL LL. 1%. < Z LIJ co r .< ~ F- j� < U LLJ �_ Z 1,_4 U -,"*% 0 �2 LLj � Ce Uj � A-4 0 °- 1,- _j LL V) (,6 > <CL >_4 V) Z 8 Co < U 8 F--4 C,6 Z O'n (n 0 2: Z 0 Ce �: " L1.1 CL V) 0 C U -j Z 0 ... 4 W 0 F-4 ce Z co 0 Q U1�I LU 0 Z !- q1- V) N U. w3, Cn ce jai _j F_ 00 Ce X:> > V_ I cu I U LL! a (n (&b L -N - LcLel M M LU I I Z to fn uj::) 17 = da 5 co Z Z co r .< . 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W 4 v � M M [u LJ �){ ® Q T \ S z c a W j W F ® ro I � Q u � z W rl-0t W L0 d ' z -y N u- F r DEMO (2) ( EXISTING TREES; SEE PLANTING t PLAN.PO UR x EW NCRET N CO FLUSH TO - o Lo EXII S N G co Wr- W Nt W i Y W CO N TRUCF-- # EW LI HT !� N E G PO PER DETAIL 3.2E 1 ( . ----+./ T TP --466.7_ Cl W s E u EXIST NG 1 C C ETE W a AY T07 erg F, � R ' w WITHIN z 0 to m RI fOFWAY _ TRENCH DRAIN 0 c�a� RIM= 66.50 w gt t i }q TP --46.9_ 1 R to 00 i uz w 0 -,00 ce w �j •..:ccs` � � 1 1 x X01' I I SD YH I =466, 1 8-17-L(E)=463.81 1 -FL vq= 6l 6 SEE NOTE 5 SEE LANDSCAPE PLANTING PLAN C2.2 4.53' 113' 28.37' -■--12.00i 15.63 7:00 e jf -•ti� � . s ® . s s� •_ �.•_ •tmr + ss � so # �e ® ® ® ®i se rl s ,a s F ¢ a• ,a x.. .a, `4° S �y^� ---m S �z.� F A.-„9 ^qe • • , ,. r ,8 -a `: e { ,. ' ' . ' .. .. ge a ° � p� ( ;m• e`er '.�,.-^. mm'K' 1# i. ),.3 C - 'i>c `+3 �. .-.-....mss , 4 + i�'3 w3 c� >., 5EE » ' TES .: ,. # <' • m F ° FP=467:65 - ` ---- - - -' ,y rL Lo c�i n -3 s h t"' <t : 1 TP=467:4' 7 -.SO ' = LTP-467.79 { r- , . c� I s :. a t .. A k : a `A' SEE NOTE 3 = c00 00 N 0:. - c TC -4 ` 7 ¢SEE - a,7:00 m _ r? c crz TP-4� 25 h t % t\IOEmtS fr` NEW ECONOLO E � S NOTE 5 FFE--467.8,E ,®§.COT . ` TP=467.7TG- a .,.,_ e# WHEEL STOPS. ,.. § 4. h• .�` , ! ° t SEE C2.3 : k.• : §I'E$NOTE:` e- ` �: g , a'z' , r' aA,. aa:' -; `''ai•',h :,+'."`'' mem-A#-i .,�.yw `>'?'''* 3 6.42 W11 E _ C -O C WALK I , a oA, a I� -- TP 467,7-9 -, - �- -, , - P- -wNOTE 5 - 5.21 :� '.-..""-5_�0 :00` 31Jo0 F- cr Go rtt TP`=4467'.1.5.. .. E` , ' _ _. A. r � r Z � .l< _ z� - •aS+ - C 4 . 9 6 a. 1 ba r ,�4 STR(P i - .�• � G 31 UNDER R �-° � N G OUND TP 4�7. � �'�' �. / .5•. m:Rl� 42 TP 467.79 7:7 . .a . �- 6 9 "� a _ t0 4 s �f . °�••' EEC2`3,­'.` INF 4:� S C2 iLTRATION TP 4 7 .3 m. = �4•. 2 �• a D EMO EX. I f 1 r�. 1. 4'W E 5 ID FA ILITY E �,• �•� � C SE :. a k {�ao- `fl t a ;'d" 3 e s , � .. a. t1CT.4:5, .` ate, t LIGHT CURB; EE I = , , a'a ' a . SHEET C2.0 f'a O > :1lSl [3E:COhIGRETE a_5 2- -I :Cl7R��"S :�$ 'A / F~r s . OTE 1 & � :......�� ®•,<: S mA 4 4 , .t,. ,g a. a A 1 T - _ »¢§ C-467.79 =�•"'- s Iva 3w�` cam- � T ' =4 ' � .qsa O 4 n ,d i' ppm i•a: a•'e^'^' • �A t 3{{ ice^ i Y : °fl ' • 3$ aw a � 4s • a., A : .6 fib �.a A� •a 3 a.. a re t t a 4 `1- a f, 2 G , `baa 0.9 ., a ' W C w 4 # " P a - e s. _a f ' ° O h a. i`6^ rte• - _. A* 3 ,.z��- .>, °,a v .a. NO E ;d. R A ' Y �� 7 , id a x .•-'°« ''tom �"'3> � .�a g9 .R2`. 0 g sf a s+ fir$, p s m.. m� g:. o- i�• F TP 403. � - 6 � { -a, I . , .R t t a' ••ra- `y. e S •!q- - ,a0." a `ia•.°. EE & •i CCC `Y : :j . BOTTOM ` RAIv�P' ° h T� ag . a b d zP £'m affi IL©>a RA 6 5 ` .vt Ci � 'OTGa . . ~* a tea•+. k'�. a a "a i a.� O ' �g AP . 4Fi7' a m� �.," fib: .^Q yyr ' . c 4.'huy� i ''E t �:. A e f p a `P ! x % b M1ea 4w. . a •AA 'a to 6 .a .ate Z f•,• n x a. m n. 't 4.. 4 . ' z e > : `ti �•#Ys.»,so--� gam:.; -a. 6-466-76r °• a < M ' rte. : a .�; 3 a ,a .6 . ` Tk':•�4 7�0 -• ai • f ENPT_'_,.rte=• ' g�, -tet', s a S '4•' °h C � a, 17 t i. DERC OU. �..�.`^ - g 'STP 7` r. . a . , ,.. v� 2 e t -i4£tLi�1F° . �. a �. i �' _ '�� �- ST7�PNG� _ i+ 'a� :'' A.a gSEE S EE .. a »< ° 4.b . 'a a . e• SEE`C2° •3•.�a T`. 53 .-' � «. �c 1 , .* aid00 � TP 1 _ . 56 2.5 ct 46 6 y a i : i £t : 4 7'42• ..R.. a x z 9. O o .vr - '4 a - , • S� N » r F i a I b TP -46 a .a -�.,: s..` °nom' �+��.:• `�,'d ,: �r: r , . ii s , � �•tom § a ® •nom ® •s •te �+a® atm e o ® � ,3' .�; Z 0 1 • 1< EXISTING POWER POLE TO REMAIN SEE LANDSCAPE PLANTING PLAN C2.2 re ,ems, � 04 "t c c r` - 131.30 ` en,,, -1U�asa __•„"..t _ - CN ss ss ss ss s AL CLi �{W2W C-0 t c c 18"SWR DRAIN,_ r ° `' 0 , „- RIM=467.02 �OiYER ---/ 4PUNDROX LOCATION O UNDD �' SEE ILIT FOR NEW EXISTl' S h POLE (DIP.) UTILITIES�PIPES SANMARY SLS ' ' ' �•- �. SEE STRU AL b� .,_ , SEE C2.3 FOR NEW PL p DETAILS FOR �CONSTRUCTION OF # PAVEMENT STRIPING Pf'R0X LOCATION Of- TRASH ENCLOSURE, 00 ANI -OLE UNDER SLAB. COVER, ETC. EXISTING BLDG CONSTRUCTION NOTES Al 1. CONSTRUCT STANDARD TALL CURB PER DETAIL C3.0. A 2. CONSTRUCT 6" TALL EXTRUDED CONCRETE CURB PER DETAIL C3.0. 3. SEE STRUCTURAL PLANS FOR FOUNDATION AND FOOTINGS. wwo 4. PLACE NEW PORTLAND CEMENT CONCRETE PER DETAIL, C3.0, TO ro IN LIMITS SHOWN. r ti 5. CONSTRUCT TYPICAL CONCRETE WALKWAY PER DETAIL C3.0 6. CONSTRUCT (2) BICYCLE PARKING RACKS PER DETAIL, SHEET C3.0. CONSTRUCTION LEGEND: NEW ASPHALT PAVEMENT, NEW CONCRETE WALK & CURB, < ' . • � � `, < '.. .�'� SEE DETAIL C3.0 g.' ; = ' :`�.:`a,'., : ` SEE DETAIL C3.0 SITE GRADING PLAN. -003 N No - CONSTRUCTION o._«. CONTOUR INTERVAL = 0.5 -FOOT SCALE 1"=10' 0' 10' 20' 30' Date lReceIved: l,�01 K ... A ; -\ Holme 52862' AWL i ca C,4 C14 m ~ � co z v- rn �. W 4 v � M M [u LJ �){ ® Q T \ S z c a W j W u ® i Q u � z W rl-0t W L0 (D ' z -y N u- u -I 3 a, ce r - LJ U to M w I� x - o Lo co Wr- W EXISTING POWER POLE TO REMAIN SEE LANDSCAPE PLANTING PLAN C2.2 re ,ems, � 04 "t c c r` - 131.30 ` en,,, -1U�asa __•„"..t _ - CN ss ss ss ss s AL CLi �{W2W C-0 t c c 18"SWR DRAIN,_ r ° `' 0 , „- RIM=467.02 �OiYER ---/ 4PUNDROX LOCATION O UNDD �' SEE ILIT FOR NEW EXISTl' S h POLE (DIP.) UTILITIES�PIPES SANMARY SLS ' ' ' �•- �. SEE STRU AL b� .,_ , SEE C2.3 FOR NEW PL p DETAILS FOR �CONSTRUCTION OF # PAVEMENT STRIPING Pf'R0X LOCATION Of- TRASH ENCLOSURE, 00 ANI -OLE UNDER SLAB. COVER, ETC. EXISTING BLDG CONSTRUCTION NOTES Al 1. CONSTRUCT STANDARD TALL CURB PER DETAIL C3.0. A 2. CONSTRUCT 6" TALL EXTRUDED CONCRETE CURB PER DETAIL C3.0. 3. SEE STRUCTURAL PLANS FOR FOUNDATION AND FOOTINGS. wwo 4. PLACE NEW PORTLAND CEMENT CONCRETE PER DETAIL, C3.0, TO ro IN LIMITS SHOWN. r ti 5. CONSTRUCT TYPICAL CONCRETE WALKWAY PER DETAIL C3.0 6. CONSTRUCT (2) BICYCLE PARKING RACKS PER DETAIL, SHEET C3.0. CONSTRUCTION LEGEND: NEW ASPHALT PAVEMENT, NEW CONCRETE WALK & CURB, < ' . • � � `, < '.. .�'� SEE DETAIL C3.0 g.' ; = ' :`�.:`a,'., : ` SEE DETAIL C3.0 SITE GRADING PLAN. -003 N No - CONSTRUCTION o._«. CONTOUR INTERVAL = 0.5 -FOOT SCALE 1"=10' 0' 10' 20' 30' Date lReceIved: l,�01 K ... A ; -\ Holme 52862' AWL v OREGM is, C14 m ~ � co z v- rn �. W 4 v � M M [u LJ �){ ® Q T \ S z c a W W u ® CL- Q u � z W ® W Z «o 0 (D ' z -y N u- u -I 3 a, ce r - LJ U to M w I� W Wr- W Nt W W C� Y W n W Q W W W N u d� W a W z Q 1 uz w ce w �j OC Luz z QO �UJ LLJ UJ C7U Ww > � w w ¢ F -I n r {n r1l c - O r' N I -D or C14 • r N Q � c WW O Q W e♦ w •• W V y y . W x Z U Q 0 1 o v (n o C2* I SH 1- 7 OF 37 911`".. ME 6"EXTRUDED CURB PER DETAIL C3.0 NEW AC PAVEMEN' SECTION, PER DET, NOTE: LOCATE -BUMPERS 2' 6" .: FROM END OF AISLE. CONCRETE WHEEL STOP N. T. S. 11N FOR CURB AT PAVEivlf_"NT; SEE DETAIL THIS SHEET. _ _�_i CONCRETE ENCASEMENT FULL SCREEN FENCE LANDSCAPE N. T. S. 1-1/2"DIA. GALVANIZED 1 /4"x6"x6"PL.N 3/8"0 A.B.'s BICYCLE PARKI NG RACK N. T. S. WALKWAY NOTES: 1. USE HEAVY BRUSH ON CONCRETE SURFACE. 2. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE 2500psi MINIMUM (4000 psi PREFERRED). 3. ALL JOINTS SHALL BE TOOLED WITH 1/2" RADIUS. VARIES ' - TOOLED DUMMY JOINT, 4' s w O.C., TYPICAL �'. 5'OC TYP A' Z' ` TOOLED �- CONTRACTION JOINT PLAN VARIES (SEE PLAN) 4" THICK CONCRETE COMPACTED SUBGRADE PLACE 2" THICK 3/4"-0 REMOV UNSTABLE BASE AS NECESSARY AND ADD 3"-0. SECTION A -A TYPICAL TOOLED -` CONTRACTION JOINT. MIN 1i3 DEPTH'. ., SECTION B -B TYPICAL CONCRETE WA NTS 1=72 SLOPE SLAB TO DRAIN, -2.0% MAX. 1! 4" MINIMUM CONCRETE SLAB 2" MIN., 3/4"-0 'AGGREGATE COMPACTED SUBGRADE L KWAY TRAVERSE EXPANSION JOINTS 1. TO BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING TO A MAXIMUM OF 45 FT. 2. MATERIAL TO BE PRE -MOLDED NON -EXTRUDED MATERIAL WITH A MINIMUM THICKNESS OF 1/2" TRAVERSE CONTRACTION JOINTS: 1. SPACING TO BE NOT MORE THAN 10 FT. 2. DEPTH OF THE JOINT SHALL BE AT LEAST ONE FOURTH OF THE CROSS- SECTIONAL AREA. CONCRETE BREAKING STRENGTH: 1. TO BE 2500 PSI AFTER 28 DAYS. (4000 PSI PREFERRED) 12" RESERVED 0 w. PARKING MUTCD R7-8 SIGN: INSTALL SIGN 7' 1811 ABOVE GRADE FROM {`r/j BOTTOM OF SIGN J Z CL VAN----- MUTCD R7 -8P SIGN: ACCESSIBLE TYPICAL SIGN AT ACCESSIBLE Lu VAN PARKING 1211 -- RESERVED PARKING 1811 CURB CONTINUOUSLY POURED WITH SIDEWALK, IF SIDEWALK IS CONSTRUCTED. 1" 68# G 77 T A[—V+7f/lSG 0,T� TYPICAL UNLESS 07HERMSE NOTED � a 1 611 �.. . c 9' .. "DEEP 3/4"-0 COMPACTED CRUSHED CONTINUOUS UNDER CURB 9" WIDE THICKENED, CONTINUOUS STANDARD TALL CURB BOTTOM TYPICAL SIGN AT ACCESSIBLE VEHICLE PARKING � .1 2' b L 4" WIDE (� WHITE 2411 STRIPE 4"(TYP) MIN (TYP) 1 9' WHEEL CHAIR SYMBOL PER FIG 1, 2010 OSSC, DATED VAINSTANDARD ACCESSIBLE STALL 3/1/12. SIGNAGE 4(TYP) VEHICLE r 2 _ e SIGNAGE CONCRET WHEEL ST SEE DETAI THIS SHE[ 4" WIDE WHITE STRIPE (TYP) VAN k1VIIIN) VEHICLE TYPICAL ACCESSIBLE PARKING DIMENSIONS PARKING STRIPING N. T. S. N.T.S. e1* Oki CURB AT LANDSCAPING N. Te Si I AIL SEE A.C. PAVEMENT SECTION TACK COAT 3" CLEAR, SAWCUT JOINT ALL AROUND #5 REBAR AT 16" O.C. EACH EXIST WAY SIDEWALK. 5" OF CL4000 PORTLAND ,,/��4CEMENT CONCRETE 4", 3/4"-0 CRUSHED „'. •:. AGGREGATE BASE, COMPACTED TO 95% AASHTO T180. MIRAFI 50OX GEOTEXTILE FABRIC OR APPROVED EQUIVALENT. OVERLAP 18" PCC PAVING b N. T. S. *o1NF OREGON I in 0 w. 00 CN 0') -T P ` r Llj 4 4 {`r/j J Z CL W Q < Lu u C IY IZ � v Z L1! L w Z 0 0 C N Z U— Lu : 00 ` r uj v u crt M W W Q w C14 �! Cr W z O H U z z LLJ l f� > H U U CL rT� z 0 I— L V) U H Q LLJ Q ��H>> V W o CN V-1 Q g) CLJ N 0 W LTJ Z Z o v a 0 cf;w C3,00 SH T 10 -OF 37