Loading...
HomeMy WebLinkAboutPlans Applicant 6/12/2023I N N O N _SI & n rc W a � a � U 2 O QI W J a U U cf) W LL LL U 2 LL J Of _LL W co a � a Lu Lu e = is cf) x a z LL O U 0 Lu W J z U a U �4 t A* a ♦a�c� 1 OVERALL SITE PLAN ry 150' 30P 60P GRAPHIC SCALE N O >110 ARCHITECTURE ■ cg��m�NpRR� ll FoG ON s�R / SHEETTDLE: SITE INFORMATION CODE REVISIONS: # DESCRP. DATE ISSUE DATE: 04/20/23 G002 J W LL U Z_ FY U) z z �rc LL O Z yZ a W d VJ Z K SHEETTDLE: SITE INFORMATION CODE REVISIONS: # DESCRP. DATE ISSUE DATE: 04/20/23 G002 W K It W Of a N I N N O N _SI & n rc W a � Q � U_ L n a z LU J a U ILL! LL U 0 J K Q LL a � N Lu r Lu e = is cf' x z LL O U 0 Lu W J z U a U H Lu Lu J) U) 0 >[if H a__¢_—__o __1.1.1—.1.________—.—. r - STE 147 STE 153 r-- CRANE SHED 1 SITE P 1" = 20'-0" I— LL1 Lu I— Ln T KEYNOTES 11 LINE OF (E) BUILDING ROOF OVERHANG 12 LINE OF (E) CRANE SHED ROOF 13 PROPOSED MAN ENTRY 15 AREA OF PAVING TO BE REPLACED 0 ARCHITECTURE ■ ISSUE DATE: MOB/= A001 0 J W LL U Z_ IY 0_ c DoU F Q w Wn �� W J N F Y zrc o �o u Qf Q^ r w w Z Nz LL I a L7 ° " d n U SH E ET TITLE'. SITE PLAN REVISIONS: # DESCRP. DATE ISSUE DATE: MOB/= A001 CONSTRUCTION NOTES OSAWCUT AND REMOVE EXISTING CONCRETE OR ASPHALT. OCONSTRUCT THICKENED CONCRETE PAVING. SEE DETAIL 7, SHEET C-2. OFURNISH AND INSTALL 6" WIDE GIBSON STEEL TRENCH DRAIN PER DETAILS 1 AND 2, SHEET C-2. CONNECT TO STORM SYSTEM. SLOPE BOTTOM AT 0.5%. INSTALL ADA ACCESSIBLE TRENCH CR47E PER DETAIL 4, SHEET C-2. OFURNISH AND INSTALL 24" WIDE CATCH BASIN WITH ADA ACCESSIBLE GRATE PER DETAILS 3 AND 5, SHEET C-2. OINSTALL 4" STORM PIPE PER TRENCH DETAIL 6, SHEET C-2. © CONNECT STORM PIPE TO EXISTING STORM SYSTEM ON SITE. CONTRACTOR TO VERIFY LOCATION, DEPTH, AND SIZE OF EXISTING STORM PIPE PRIOR TO INSTALLATION AND ORDERING PARTS TO ENSURE AN APPROPR14TE CONNECTION IS MADE. EXISTING PIPE LOCA71ON SHOWN IS SCHEMATIC. COORDINATE WITH ENGINEER AND PLUMBING INSPECTOR DURING CONSTRUCTION. SAWCUTTING NOTES 1. DO NOT ALLOW SAW CUT SLURRY AND/OR RUNOFF TO ENTER STORM DRAINS OR WATER COURSES. 2. RESCHEDULE SAW CUTTING IF RAINING OR RAIN IS IN THE FORECAST. 3. PROTECT STORM INLETS PRIOR TO START OF WORK. 4. ALL WASTE GENERATED FROM SAW CUTTING SHALL BE VACUUMED IMMEDIATELY BEHIND THE SAW CUTTING OPERATION. DO NOT ALLOW SAW CUT SLURRY TO FLOW ACROSS THE PAVEMENT AND IT SHOULD NOT BE LEFT ON THE SURFACE OF THE PAVEMENT. UTILTIY NOTES 1. THE LOCATION OF EXISTING UNDERGROUND U77LMES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND All UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 TO INDICATE EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UnUTY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 2. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PIAN THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MELT THE INDICATED PIPE SLOPES. J. SITE PLUMBING SHALL CONFORM TO THE UNIFORM PLUMBING CODE AND MANUFACTURER'S SPECIFIC471ONS. 4. ALL WORK WITHIN PUBLIC RIGHT—OF—WAY SHALL BE PER CITY OF SPRINGFIELD PUBLIC WORKS REQUIREMENTS. A RIGHT—OF—WAY USE AND EXCAVATION PERMIT ALONG WITH A TRAFFIC CONTROL PLAN WILL BE REQUIRED PRIOR TO ANY WORK IN THE PUBLIC RIGHT—OF—WAY. BENCHMARK ALL ELEVATIONS ARE BASED ON AN ASSUMED DATUM. NOTES 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS—BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2. ALL DISTANCES SHOWN ARE IN FEET. J. ALL BEARINGS ARE ASSUMED. ❑ ❑ ❑ ❑ ❑ ❑ GRAPHIC SCALE 5 O 2.5 5 10 IN FEET ) 11'ranch ENGINEERING= Since 1977 civil • transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.eranch Engineering.com ��RED PROFFS �INb. ret 11792N E� DIGITALLY SIGNED OREGON = 21. 2p� �O �qN PAIj'� EXPIRES: DECEMBER 31, 2024 project title: O Ln r Z p W LU Ln ac� Q -0 = W Cie Lr)LL Q N Z a ro Od m Ln revisions: CC1-01 1 date: APR. 27, 2023 drawn by: KS designer: NP project no: 22-649 GRADING EXHIBIT sheet: 1 C- 1 knvanch GINEERING-. TE 8111"197/ civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com ED PROFFS GIN,Ln VX79Z32PE" DIGITALLY SIGNED t,�ORIEGON = c. zl, PAT�� EXPIRES: DECEMBER 31, 2024 project title:A535 1111 ­5 11 Nn f- 0..OFAL 0 Ln r z O m w w Q NO B2 w_ 7. Q Ln Z m VI rn O N 6- LIFT COMPACTED revisions: CC 1-008 dace: FEB. 22, 2023 drawn by: KS designer: NP project no: 22-649 DETAILS sheet. C-2 SE! RIM FLUSH TO HEAVY DUTY FINISHED GRADE � BICYCLE-PROOF GRA 6" OR 8" PER PLAN_____-_-___________ N2 2„ 2" ' s �5 - 18" O.C. Ci:-R-, CLR. OR TYP. STEEL TRENCH DRAIN COMPACT 3/4"-0 OUTLET PIPE (SEE PIANS J%4 -12" O.C. a WITH HEAVY DUTY GRATE BACKFlLL IN 8" FOR SIZE AND DEPTH) LIFTS AROUND � ' I CATCH BASIN "FERNCO" CONNECTOR �� ���/��� GREASE TRAP WITH � v a a - � HINGED CLEANOUT UD OR UNDISTURBED SOIL OR TYPICAL TRENCH GRATE f/4 -lz" D.c. ENGINEERED FILL 240" 3" MINIMUM COMPACTED 0. A. LENGTH OF TRENCH DRAIN "GIBBON STEEL" OR "LYNCH" 3/4"-0 CRUSHED ROCK 24 24" BEDDING MANUFACTURED 10 GA. ASPHALT DIPPED B 1� 1'-0" 2'-4" 1'-0" STEEL CATCH H451N 24"x24" i i6" * UNLESS OTHERWISE NOTED ON PIANS A. A. L1gX1gX� AT IX %SLOPE TO OUTLET TRENCH DRAIN SECTION O SINGLE CHAMBER CATCH BASIN SCALE: N.T.S. SCALE: N.T.S. �. ^ L Ll�xl�x� D A. t-i 1� � saEarccanorvs N i saE¢r�cnnorvs� n m:na� wa.gmgrtm c a / r }" 239" 4 � �- Door m�'.%"�? rrrP ❑_��~� ao�� cea wm abv n w'a' FACE OF TRENCH PLATE TO FACE OF TRENCH PLATE PLAN VIEW aa.«��� a� _Cr Dor- Door 240" u_�� uu�_ uuu� O. A. LENGTH OF TRENCH DRAIN � `J ��J ���` Plan❑o�- Door lv,a ,,,,ye. ozro '.Dor- Door INTERNAL SLOPING PLATE WHERE OCCURS � '� - Ma w A Ll4xl4x� � Plan 1` `a Trench Grate Drain Grate 6 x 18 Jamsion 29 Sq. Sbntlard ADA A LOF EVELING LOCK EA. SIDE B �tt ���� w�a.aa a.� ��E— Page 1 N 1 Wfa'. L2fi/13 Pa3e 1 M Ib[e ./16/Id 4B"} uaonr� rave �* z4"} TRENCH DRAIN (4 TOTAL) �==Es=orare=°°`°""'� �n� =sorwrEs Satan,l-R' �• 239" 1• munaar,n.en SaeOon,hR' a„�x2„ FACE OF TRENCH PLATE TO FACE OF TRENCH PLATE d ELEVATION O TRENCH GRATE O CATCH BASIN GRATE LONG SCALE: N.T.S. SCALE N.T.S. PIPE LOCK TYPICAL TRENCH DRAIN NUT 1�J WITH MEDIUM I BROOM FlNISH� L11�xl�x�g 2” LONG A S LEVEL LOCK Gibson Steel Basins .. oc/Ew 'y SINCE 1972 WITHIN OUTSIDE UNDISTURBED 6" PAVED AREA PAVED AREA SOIL Ll�xl�x� 3- vO 18" 18" PAVING 4�• STRUCTURE 0 'T CNAOM�CTED =� CRUSHED ROCKI ATS96R RELATIVE } O III-I BACKFlLL COMPACTION, MODIFIED PROCTOR � COMPACTED 3/4"-O III—III / CRUSHED ROCK O AS�MFF FOLW AyP�FF(JLID NiFFK11F. N m 0 51W qlr r�ltt.M SVG SL 0.P + + a 3" MIN. T ouwvc JiXQPIM4'J•M) - �911FER DUCTILE IRON BEDDING � 1 M. cN ALL SLw a1F5 3 3• �� HOLES 3 3. PLAN VIEW SECTION gSORE0UIREDC PER I�OCAL xr,wvr CODE. � use oaen ecslrtr ro sawronr 10 GA. • 1}" B• 1}• PLATE I}" 9• 1}" PIPE SIZE AND TYPE 6" MIN. r• � x 1 e• wxm cco/mxi r9ear . i. i. �xnn �� ro �� eourm sown, atlxn oxr-sox amr urrsGrf cross ews n'rm iz' o.c. PLANS car mwn aw yncr zm xvml uCMLv w/ axrwsr OR crotrxrxr aP UNDISTURBED m'gOPflO� mxo aroreowu.) A= A B= B TYPICAL TRENCH GRATE SDBGRADE NOTE xorav (5 TOTAL FOR EACH TRENCH) AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. r. .vans ro x wmxw rr ac. fAtll =r. TRENCH SECTION END PLATE ELEVATION CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY z. domm sue vums w„ � soamrar sm� w su=c .wo uvm was � xmr �� Ixl. SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILRIES z mins vwi ec s• rRai mcx a mxcrxrz awuwr am s• mau mesmucwa' .mans. *. czrrtry mwn ea9s av dax+ SHALL BE 12" OR GREATER. x Down saes sxou � aam eo srtn a mwn saes swu m vucm vAexui ro cow mxrn a vznvummuue ro dawr. r. sccuwc Down sae eamn ro caWvxerta easy. xs rvzmm ro vxzwor Wanexr w.wale voce. OGIBBON STEEL 6"Ws6"D TRENCH DRAIN O TYPICAL TRENCH DETAIL O THICKENED CONCRETE WITH REINFORCEMENT SCALE NONE SCALE N.T.S. copyright02012 Branch Engineering, Inc. SCALE: N.T.S. copyright02012 Branch Engineering, Inc.