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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/30/2015W CONO ODG MOT 11 or BELA & JA YESH PA TE -fl 1920 MAIN STREET,.. SPRINGF1 D� OR 97477 MAP* 17 03 36 42� TAX LOT, 901 x"19wff-� PROJECT DESCRIPTION: 1920 MAIN STREET, SPRINGFIELD, OR NEW MOTEL (APPROX 9,000SF), INCLUDING NEW PAVED AREAS (8,927SF) AND LANDSCAPING (2150SF) s _'wooli ,I I OR F116 BLDG BUILDING CB CATCH BASIN CMU CONCRETE MASONRY .UNIT WALL CO CLEANOUT COTG CLEANOUT TO GRADE CR CRUSHED ROCK EXIST, (EX) EXISTING E EAST EC EDGE OF CONCRETE EP EDGE OF PAVEMENT ELEC. LE ELECTRIC EX. EXISTING FIFEE ISH FLOOR ELEVATION FINISH FL NE GUTTER FLOW Us FT FOOT FTG FOOTING HP HIGH POINT LF LINEAR FEET MAX MIN MIN MAX N NORTH NTS NOT TO SCALE PVC POLYVINYL CHLORIDE RE: PIPES RED REDUCER RD ROOF DRAIN S SOUTH OR SLOPE SD STORM DRAIN SS SANITARY SEWER TC TOP OF CONCRETE TP TOP OF PAVEMENT VLT VAULT W WEST LEGEND EXISTING NEW SD - "_ .M....... 405 _._.....-. -_ -_._ 5160 CHECK VALVE � F 52862 CLEAN-OUT • CATCH BASIN f+ STORM DRAIN -----SD --- SAWCUT -___-__-_ BOUNDARY IT CONCRETE CURB U CONTOUR - -- -- -405- - - - GENERAL CONTRACTOR John Moody Construction Construction Unlimited Inc 1002 Yew St Junction City, OR 97448 541-514-7588 GMERA 1. DO NOT SCALE DRAWINGS. USE DIMENSIONS. VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER WITHIN 24 HOURS OF FINDING ANY DISCREPANCIES BETWEEN PLANS AND EXISTING CONDITIONS. 2. REFERENCES TO "ENGINEER" CONTAINED ON CIVIL PLANS HEREIN REFER TO "FORD .& ASSOCIATES, LLC." SIZE. 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND C R O STANDARD SPECIFICATIONS R F TEST CITY OF EUGENE -AMENDED E AMENDED 0EG N DARD T N 0 THE LA PUBLIC WORKS CONSTRUCTION THE LATEST UNIFORMIFORM PLUMBING CODE, THE LATEST UNIFORM BUILDING CODE, OREGON STRUCTURAL SPECIALTY CODE & OTHER APPLICABLE STANDARDS. 2. CONTRACTOR SHALL CONFIRM ALL ITEMS S OF WORK NOT SHOWN ON THE PLAN AND ALL THOSE NECESSARY FOR SUCCESSFUL, SAFE COMPLE11ON OF THIS PROJECT AS REQUIRED BY THE CITY. 3. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED. 4. WHERE THE CONTRACTOR IS UNABLE TO ACHIEVE SUB -GRADE COMPACTION AND DEFLEC11ON STANDARDS REQUIRED BY THE OREGON STANDARD SPECIFICATIONS, : AS DETERMINED BY FIELD INSPECTION AND TESTING, SUB -GRADE SURFACE SHALL BE LOWERED AT LEAST 12 INCHES, FABRIC SHALL BE PLACED, AND THE MATERIAL REMOVED SHALL BE REPLACED WITH ACCEPTABLE SUB -GRADE MATERIAL AND COMPACTED ACCORDING TO THE GEOTECHNICAL REPORT. BACKFILL AND COMPACT IN fi" LIFTS. IF THE SUB -GRADE STILL ' DOES NOT MEET SPECIFICATIONS, OVER -EXCAVATE AN ADDITIONAL 12" SUB -BASE DEPTH AS DIRECTED AND REPEAT THE PROCESS UNTIL THE SUB -GRADE MEETS SPECIFICATIONS. UNDER CERTAIN CONDITIONS AN ALTERNATE CONSTRUCTION TECHNIQUE NOT INVOLVING OVER -EXCAVATION OF A WET SUB -GRADE MAY BE ACCEPTABLE, BUT SUCH PROPOSAL WILL REQUIRE APPROVAL BY THE CITY OF EUGENE AND THE ENGINEER. 5. CONTRACTOR SHALL MEET THE CONSTRUCTION SITE MANAGEMENT PLAN REQUIREMENTS SPECIFIED ON SHEETS CIA & C1.2 AND THE BIP PHASING NARRATIVE. HAUL DIAGRAM. INSTALLATION SCHEDULE. & TEMPORARY CONCRETE 6. REQUESTS BY THE SITEWORK CONTRACTOR FOR CHANGES TO THE PLANS MUST ' BE APPROVED BY THE CONSULTING ENGINEER AND THE DESIGN BUILD CONTRACTOR BEFORE THE CHANGES ARE IMPLEMENTED. CI VI L EN GI N EER FORD & ASSOCIATES, LLC RYAN SISSON, PE 399 E 10TH AVE, #208 EUGENE, OR 97401 (0) 541.344.1852 (F) 541.344.9923 BUILDING. DESIGNER STRUCTURAL ENGINEER PIONEER ENGINEERING DAVID CLOUGH & ADAM CLOUGH, PE SE 1717 Centennial Blvd Suite 9 Springfield, OR 97477 (0) 541.746.5841 7. ATIEN11ON: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503-232-1987 OR 800-332-2344.). 8. WHERE CONNECTING TO AN EXISTING PIPE OR MANHOLE, THE SITEWORK CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR MANHOLE TO CONFIRM THE EXACT LOCATION AND ELEVATION BEFORE EFORE LAYING AN N P Y NEW PIE ON THAT SYSTEM. CONTRACTOR SHAH H LL PROVIDE NEW 0 ELEVATION DATA E D T T FORD & ASSOCIATES LLC WI IN 2 0 TM 4 HOURS. 9. CONTRACTOR SHALL CA FORD LL F R &ASSOCIATES 72 HOURS PRIOR TO PERFORMING INSTALLATION, TESTNGs INSPECTION AND START- UP OF ALL MATERIALS AND EQUIPMENT. 10. SITE WORK CONTRACTOR SHALLOORD N C 1 AlE WORK WITH THE UTILITY COMPANIES AND DESIGN BUILD CONTRACTOR R T FOR REQUIRED CONDUIT SIZE. LOCATIONS AND CONNECTIONPOINTSR E FO NATURAL GAS, POWER, PHONE AND CABLE TV, AS NECESSARY. ELECTRICAL VAULT AND SITE LIGHTING BY OTHERS. PROVIDE CONDUIT FROM ELECTRICAL VAULT AND LIGHTS TO ELECTRICAL PANEL AS DIRECTED BY THE ELECTRICAL CONTRACTOR. POTHOLE EXISTING UTILITIES AT CROSSINGS WITH NEW UTILITIES AND VERIFY VERTICAL AND HORIZONTAL LOCATIONS. 11. MAINTAIN A MINIMUM OF 3' BETWEEN GAS & WATER AND A MINIMUM OF 10' BETWEEN ELECTRIC & GAS, AS NECESSARY FOR NEW CONSTRUCTION. 12. PROVIDE CLEANOUTS ON STORM AND SANITARY PIPES IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS, AS NECESSARY FOR NEW CONSTRUCTION. 13. ALL EXISTING FEATURES, INCLUDING EXISTING UTILITIES, ARE BASED ON TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY FORD & ASSOCIATES, LLC WITH ASSISTANCE BY LB OLSON & ASSOCIATES, LLC, NOVEMBER\DECEMBER, 2014. 14. BASIS OF ELEVATION: ELEVATIONS SHOWN HEREON ARE RELATIVE, BEGINNING AT 401.35; BASED ON THE RIM ELEVATION OF THE CITY STORM CURB INLET AT WESTEC DRIVE, NORTH END OF THE NORTH DRIVEWAY APRON. VICINITY MAP W/ LTD BUS STOPS N...5. EXISTING , HYDRANT, I PRESSURE 50-55PSI EXISTING DRIVEWAY • • ♦ � t {]E t �� t - 1 > r'q tiEV Y� / , MIN`s' . � F 52862 t y.�oREt�t� b f I f+ i BUILDING W M M s J' IT EX10 U YX� •r` �� )+ � yy i c OFFSET / . t t EXISTING DRIVEWAY • • ♦ � t {]E t �� t - 1 > r'q tiEV Y� / , MIN`s' . � F 52862 17*_4" y.�oREt�t� b f ( f+ i BUILDING W M M � :t IT EX10 U YX� •r` �� )+ � yy i r' yy ) OFFSET ' .k t 7 ,y. ••���v,,„� {�� ^i P s w. . J IQ fis�'"45�53' 7' PUBLIC 5'_3" �0ta 1 H Vr � I 1 \jr V W H C� ?II ff�twf�,tbS' UTILITY y w '3 4 { C) 0 O woo C� BUILDING 0 - l Y S U EASEMENT OFFSET 4.4 6.5 ---- .� ,,�'''''''-�^� N 0'10'2-0"n Ems -, PROPERTY UNE W pp a.. ...? 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E 18256- :C (in I 0) L14 "3'Q, PLANS SITE PLAN SCALE: 9" = 20' ,rt..;,.-•''' fi 't+ % M c�G^ SITE REVIEW SHEET INDEX � F 52862 y.�oREt�t� b f ( f+ i t• W M M � :t IT EX10 U YX� •r` �� )+ � yy i r' yy ) i ' .k t 7 ,y. ••���v,,„� {�� ^i P s w. Z z +r s4. �0ta 1 H Vr � I 1 \jr V W H C� Ix A � ® N 0 Z y w '3 4 { C) 0 O woo C� 0 - h Y S U 1 , ar sisa mar ., .- as u• ""'"` a+av �• r � � -��'-�-.rM1Ie�kT.�i�.,r,�.cui,��i.�,e✓%ter. i�1i,��.r✓�,�.�t'ir..��✓,�.r..u3`.�.._.. . • Yrrrsr�fffr�r�tff.«�cicic��r�.ffffitf�.��.j�.{i�i���,�j,L.�,�,z�f !t� assr2t saln , t t , t t f.4��>✓f{��a��lsr�,�'r' 4800' , 3Q33£ ' t t tt 64t 21 8` 163et 'z 7ts u 6 7 400 v 4SEB AR M 7 1 y t 4088 1 t , s= ill 470.0 � i + � i � of • (y'7�,J 'r r 'tet t �. , ° Yr t rz• t ,. �.,� ! t � � t. ..F t ; i i..�•. f. ' i 3 a 51bQ 20t� s i # 53Q0 i 540b Q2¢ AC 5000 ACCESSOR'S MAP:17-03-36-42: LOT:00901 N. T. S. ?-(7) 5 fj) c;, L y;r 41 i� a l� i�zc-z cis cit t� i?t ': a- r" 3 lLr � G, E.•C N� w. . 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Z C1.0 COVER - GENERAL NOTES C1,1 EXISTING SITE PLAN C1.2 EROSION CONTROL PLAN C1.3 SSCP DETAILS C2.0 SITE UTILITY PLAN C2.1 SITE GRADING PLAN C2.2 SITE PLANTING PLAN C2.3 SITE PARKING & SCREENING PLAN C3.0 CIVIL DETAILS C3.1 CIVIL DETAILS A3.1 CONSTRUCTION SECTIONS A1.3 ENLARGED FLOOR PLAN A1.1 1 ST & 2ND FLOOR PLAN Al .2 3RD FLOOR PLAN A2.1 SOUTH & EAST ELEVATIONS A2.2 NORTH & WEST ELEVATIONS - ►�z Cow Own . Nw) Ttntovc.-) 5eW �t JUN 3 0 2015 � F 52862 y.�oREt�t� b f I� I- z 000 LLJ W M M ..-.I U -� zin �✓v C%� = X LLJ -C Q. UQ � V <mmmsW U jjjf U Z cl� 00 W N W noo Z o (� z LL W C O J We V nw z �0ta 1 H Vr � I 1 \jr V W H C� Ix A � ® N 0 Z n w a A U a w z A C) 0 O woo 0 - h Y S U W W (7� V Z 0 w a � o U w- a. N O 3: w (0 re) w w a. o 0 0 0 W w .. Z Z Y L,j W Ei = U Q it 1100. SHT 1 OF 17 I. EXISTING :FIRE HYDRANT AND VIC WATER SERVICES] ODOT MEDIAN EXISTING TREE TO BE REMOVED DR V WAS Y TO rr78o a SD MH W=466.21 8-R(E)=W.81 10-FL(N)-W.56 to -")=463.41 31" MAPLE TREE AND MAPLE ROOTS TO BE C REMOVED. PROPERTY LINE N 0"00'20" E , I I w 192.50' AWAY X x x x x x --- -- — —.— — E--L�- X SS 500SF MODULAR� / a\AO BUILDING TO BE 6\Ao REMOVED j &AQ MODULAR BUILDING SS o 2895SF OF EXISTING CONCRETE DRIVEWAY ANP?ARK4NG- -LQT TO BE REMOVED 10 CONCRETE m DOL COUP CB m m f RIM=466.8 671(S)=465.55 SUMP --463.60% m X X EXISTING BUILDING TO BE DEMOLISHED OVERHANG 4884SF OF EXISTING CONCRETE SLAB FOUNDATION TO BE REMOVED N 0*00'20" E 192.86 EXISTING CONCRETE N, I 0 0 / POLE TO BE POLE BY UTILITY] 0 xx 0 d x y -o SS EXISTING FENCE TO BE REMOVED AND SS RECONSTRUCTED, SEE CIVIL PLANS FOR NEW CONSTRUCTION GUY ANCHOR (7m.) PROPERTY LINE EXISTING SANITARY SEWER SERVICE TO BE REMOVED; EXTENT PER SHEET C2.0 S�OHP "'OHP0HP —OHP — - ss ss :=c3s — ss — ss ss Powa? LY457NO Pols (m.) BLDG a)jAQ p APPROX L00417ON OF 00 OD MANHOLE UNDER SL48.at TOO— (A -0-1 MONG BLDG EXISTING SITE PLAN SCALE- 1=10' ri 1-�P;05-0=77 - So -c PlanToita-hvt) CA paj-d CONTOUR INTERVAL = 1.0 -FOOT u iu 2U SCALE V=W Ju0 nZ iu"N 2l W I N" 't qp * 4'52 W. K 04 z 00- 0) u.j v 0) 44 u -�E LLJ M < to < W X** a. W_ u O< < u Z ne 00 LLJ Lu CLZ 0 z Ir U. W0 W V M w z U C) w W C4n z o ti Z 0 O Z Lo 0- 00 wx — So 10 M x x a. o w W w Z Z W w 0 0 V) a w c 1 0 1 SHT-2OF 17 • 1. 1., CONTRACTOR SHALL FOLLOW ALL BMP REQUIREMENTS OF LAND AND y7�QLRRRL.YR.lVlR.7 'iIRRWQt!!Q{l{.YiiY1A - 2. CONTRACTOR SHALL ` PROTECT SD PIPE AT ALL TIMES. NO RUNOFF SHALL BE ALLOWED INTO TEMPORARY PIPE -OPENINGS. 3. CONTRACTOR TO RE -USE AND RECYCLE PER PROJECT SPECIFICATIONS: 4. CONTRACTOR SHALL KEEP ALL PAVED AREAS CLEAR OF DEBRIS AND SOIL PER OREGON DEQ & CITY OF EUGENE REQUIREMENTS. 5. CONTRACTOR TO PROTECT ALL TREES & SHRUBS WITHIN PROJECT, AS APPLICABLE. 6. PREDOMINANT SOIL TYPE: SANDY LOAM 7. ALL SAW CUT SLURRY SHALL BE VACUUMED IMMEDIATELY PER CITY OF EUGENE REQUIREMENTS. 8. THE CONTRACTOR SHALL FINE GRADE ALL DISTURBED SLOPES AND SEED TO CONTROL EROSION 9. DURING CONSTRUCTION, RUNOFF FROM THE SITE SHALL BE CONTROLLED, AND INCREASED SEDIMENTS. RESULTING- FROM SOIL DISTURBANCES SHALL BE RETAINED ON-SITE.. THE CONTRACTOR SHALL PROVIDE TEMPORARY DIVERSIONS, SEDIMENT TRAPS, BARRIERS, CHECK DAMS, OR OTHER .METHODS AS NECESSARY TO PREVENT AND/OR MINIMIZE NEGA71VE IMPACTS TO WATER QUALITY AND RELATED NATURAL RESOURCES. CONTRACTOR SHALL MEET OUTCOMES AS SPECIFIED " BY CITY OF SPRINGFIELD CODE\REQUIREMENTS. SCALE: 1'620* ml EXIS77NG CONTOUR • • EROSION CON7ROL FENCE AND/OR MULCH B/0 -BERM • - BIO BAGS FOR C8 PR07EC77ON • • • • • • • • . 140 ��ee�aQ��- 7 I twl TW6vo CONTOUR INTERVAL 0.5— eaAo FOOT pQ�SCALE 1 "=20' 0' 20' 40' 60' Da toReceived. Or►gi ai Submittal WA--_ w52862 OREGON N W. ie tt� N z 000) X1111 W u M M ,...� w ` Z ,r, to vv a a LLJ w 00 u. I- Q U 0 V O cn w O a' w c1� < V � z .. Q W W a N Z WW t V_ z �' Oz U. W O O J W -a W Lv 1w V Im I W M W X1111 X1111 0- 00 0 0 cn cn cn w w w w aW. o 66 .. W W z Y U U J W -a W W I U Q p p U U) p p, X1111 c 1.2 SHT 3 OF 17 1 0- 00 0 0 cn cn cn w w w w aW. o 66 .. W W z Y U U J W -a W W I U Q p p U U) p p, c 1.2 SHT 3 OF 17 1 -CSMP GENERAL NOTES': 1. PRIOR TO ANY GROUND DISTURBANCE ON THE SI7E ONE INSPECTION WITH THE EROSION PREVENTION STAFF IS REQUIRED. ISSUANCE OF 714E EROSION PREVENTION PERMIT DOES NOT RELIEVE THE PERMIT HOLDER AND OR 774E CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. 2. CONSTRUCTION SHALL CONFORM TO THE LATEST OREGON STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND THE LATEST CITY OF SPRINGFIELD AMENDMENTS 3. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE CONSTRUCTION SITE, MANAGEMENT PLAN (CSMP) ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SI7E CONDITIONS DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DOES NOT LEAVE 774E SITE 4. THE IMPLEMENTATION OF THE CONSTRUCTION SI7E MANAGEMENT PLAN (CSMP) AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UN71L ALL CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION/ LANDSCAPING IS ESTABLISHED. 5 THE BOUNDARIES OF THE CLEARING UMTS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY 714E ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONS7RUC71ON PERIOD, NO DISTURBANCE BEYOND 774E FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTRACTOR FOR 774E DURATION OF CONSTRUCTION. 6. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS CONSTRUCTION SITE MANAGEMENT PLAN (CSMP) MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE STORMWATER SYSTEM, ROADWAYS, ADJACENT PROPERTY OR VIOLATE APPLICABLE WATER QUALITY STANDARDS WHEN DESIGNING AND IMPLEMENTING MEASURES, TIME PERMIT HOLDER AND OR THE CONTRACTOR SHALL CONSIDER THE SEASONAL VARIATION OF RAINFALL, TEMPERATURE, AND OTHER CLIMATIC FACTORS RELATIVE TO THE TIMING OF LAND DISTURBANCE AC71WRES. Z THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND W17HIN THE 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN a5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR 714E CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 8. DURING THE WET WEATHER SEASON (OCTOBER 15 TO APRIL 30) ALL EXPOSED SOIL AND STOCKPILE AREAS SHALL BE COVERED. OR, PROTECTED BY A FACILITY OR COMBINATION OF FACIU77ES THAT RESULT IN NO STORMW47ER RUNOFF LEAVING A S17E DURING A 5 -YEAR STORM EVENT AND SATURATED SOIL CONDITIONS INCLUDING, BUT NOT UM17ED TO, CONSTRUCTED PONDS, DITCHES, SWALES, INFILTRATION TRENCHES, OR PIPES. FOR DEVELOPMENT SI7ES OVER 40 ACRES, THE DESIGN STORM SHALL BE A 10 -YEAR STORM EVENT CONSISTENT WITH AN APPROVED CSMP (PERIMETER CONTROL). SUBGRADE -� REINFORCEMENT GEOTEXTILE 8" MIN. BASE AGGREGATE DEPTH 9. ALL ADJACENT PROPERTIES, WATER FEATURES, AND RELATED NATURAL RESOURCES ARE TO BE KEPT FREE OF DEPOSITS OR DISCHARGES OF SOIL; SEDIMENT OR C0NS7RUCT70N-RELA7ED MATERIAL FROM THE CONSTRUCTION SITE. IN ADDITION WETLAND d AREAS SHALL BE SURROUNDED 11774 APPROPRIATE FENCING AS N07ED ON CSMP PRIOR TO CONSTRUCTION AND SHALL NOT BE DISTURBED UNLESS THE PROPER PERMITS ARE OBTAINED. 10. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE -VEGETATION HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 11. STABILIZE WITH APPROPRIATE/APPROVED SEED MIX WITHIN SEVEN DAYS OF EXPOSURE ALL AREAS WITHIN 25 FEET OF WATERWAYS, WETLANDS OR OTHER SENSITIVE AREAS AND COMPLETED CONSTRUCTION OF FINISHED GRADES 12. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT-OF-WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. 13. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORMWA7ER SYSTEM. 14. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF 1N A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORMW47ER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES DEWA 7ERING SYS7041S SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF 774E NATURAL SOILS AND SO THAT THE GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT REDUCED TO THE EXTENT THAT WOULD DAMAGE OR ENDANGER ADJACENT STRUCTURES OR PROPERTY. APPROVAL OF THE SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET THE OUTCOMES OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS MODIFICATIONS TO THE SYSTEM WILL BE REQUIRED IF THE OUTCOMES CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE 15 A SUPPLY OF MATERIALS NECESSARY TO MEET THE OUTCOMES AND IMPLEMENT THE CONSTRUCTION SITE MANAGEMENT PLAN OR OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE 16. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, 774INNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES; OR INTO WATER FEATURES;THE CITY'S STORMW47ER SYS7EM, OR RELATED NATURAL RESOURCES. 1Z NO DISCHARGE INTO THE CITY'S ST0RMW47ER SYSTEM OR RELATED NATURAL RESOURCES OF CONSTRUCTION RELATED CONTAMINANTS RESULTING FROM ACTIVITIES SUCH AS; BUT NOT LIMITED TO, CONCRETE SAIMNG, CLEANING OR WASHING OF EQUIPMENT, TDOLS; OR VEHICLES; SHALL OCCUR. 18. ALL WORK PERFORMED BY UTILITY COMPANIES FOR THIS PROJECT, INCLUDING PLACEMENT OF APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES, FINISHED GRADING, SEEDING, MULCHING AND CLEAN UP IS GOVERNED BY THE CONDITIONS AND REQUIREMENTS OF THIS EROSION CONTROL PERMIT. THE ASSURANCE THAT THESE REQUIREMENTS ARE MET WILL BE THE RESPONSIBLE OF THE PERMIT HOLDER. 19 IF NECESSARY, STREETS MAY NEED TO BE SWEPT WITH A VACUUM STREET SWEEPER ONCE OR TWICE PER DAY TO CONTROL TRACKING DURING HAULING. w FILTER FABRIC MATERIAL 36" WIDE ROLLS -7 FRONT VIEW NTS sual:j [9L ANGLE BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED INTERLOCKED 2"x2" POSTS AND ATTACH TOP VIEW NTS 2"x 2"x 14 GA. WIRE FABRIC OR EQUIV. FILTER AND WIRE FABRIC MATERIALS SUBGRADE REINFORCEMENT GEOTEXTILE 6" USE STITCHED LOOPS EVERY 6' TO ATTACH TO 2"x2" POSTS SIDE VIEW NTS NOTES: 1. BURY BOTTOM OF FILTER FABRIC AS SHOWN BELOW FINISHED GRADE. 2. 2"X2" FIR, PINE OR STEEL FENCE POSTS. 3. STITCHED LOOPS TO BE INSTALLED DOWNHILL SIDE OF SLOPE. 4. COMPACT ALL AREA OF FILTER FABRIC TRENCH. APPROVED COMPOST: DECOMPOSED WEED -FREE, OF ORGANIC SOURCE GROUND 1. CONSTRUCT PARALLEL TO BASE OF SLOPE OR OTHER AFFECTED AREA. 2. WHERE WARRANTED, UTILIZE A PNEUMATIC BLOWER FOR APPLICATION, CAPABLE OF UNIFORMLY APPLYING MATERIAL WITH PARTICLES UP TO 3" TO 4" IN LENGTH BY 1/2- IN WIDTH, AND 60X OR LESS MOISTURE CONTENT. 3. COMPOST SHALL BE DERIVED FROM A WIDE VARIETY OF ORGANIC SOURCES, HAVE NO OBJECTIONABLE ODORS WITH LESS THAN 1X MANMADE FOREIGN MATTER. PARTICLE SIZE SHOULD VARY WITHIN A MAXIMUM LENGTH OF 3". MOISTURE CONTENT SHALL BE 337o TO 557o. PH SHALL BE 5.5 TO 8.0. COMPOST SHALL BE WELL COMPOSTED AND CONTAIN NO SUBSTANCES TOXIC TO PLANTS. 4 N. T. S. I � Cop I-ypa►5-a on . sit P(uY► Tentahuv Mu Patel *a 52862 OREWN w. ZLuu Lu� M M ,._.t V = X U -i °" U.W ucle CL Q V � Z ce- 00 W N W rvoo Z o w U. w o 0 w.J Lj c V 2w z O F_ -q t -- d' C) On Wz 1.4 0 A ^ a '^' Q v0)a w u C C-4 ti 0 Y V 0 I� H - H o 5 a 0 Lu to °' o 0 3 w n w x (L Q to ww .. Y W z z . w = v Q0 C Io 3 SHT 4 OF 17 Criginai Submittal—"__ T o0 �� O N to Q 30- t 2 Al I FIRE BUILDI G SUPPLY, INCL.:6"GV,, X4 �- REDUCER, DCDA (SUB DTL. W2.02) & FDC ^ it EXISTING EXISTING 6" LATERAL POTABLE WATER �{ BUILDING S6PPLY, q ` r INCL.: 4" TO t 3i ;' : TOEXISTING6/ (1 " MAIN A W 2" METER & RPBA ) (SUB DTL. W .00) to t� t TO TRASH i ENCLOSURE --4 I ! 0 46:8LF - 6" D30A PVC SD ` l S=0.0050 FT/FT tMIN) i1NEW STREET LIGIrIT PER lbo4 i TANDARD DETAIL FOR METAL POLE I F ' NEW 7' WIDE PU LIC a c ,,co \ UTILITY EASEMENT # i 30.51-F - 6" D3034iPVC SD f S-0 X050 FT/FT (MIN) k z 1 t ' 1 } A 1 R Di' V IMENSION g �' t i ^fa t 24 .� TRENCH@RAIN ,, ` v. IM=466 5 fi LAN NOTES:; 1. ***CONTRACTOR SHALL EXPOSE EXISTING 6" WW PIPE AND REFI° EXISTING FLOWLINE. ANY ELEVATION DISCREPANCIES SHALL BE REPORTED TO ENGINEER 72 HOURS PRIOR TO INSTALLATION AND BACKFILL. NO TIME CLAIMS WILL BE GRANTED WITHOUT ADEQUATE NOTICE.*** 2. STORM DRAIN INFILTRATIONIUIC FACILITY SHALL ACCEPT RUNOFF FROM ROOF AND PAVED AREAS. 3. ALL D3034 PVC PIPE SHALL BE TYPE'SDR35' 4. ALL ROOF DRAIN PIPING WITHIN 3 FEET OF THE BUILDING SHALL BE DWV PVC. 5. THIS PLAN DOES NOT INCLUDE ANY NEW TELEPHONE, ELECTRICAL OR . IRRIGATION SERVICES. 6. WATER QUALITY MANHOLE #1 RIM ELEVATION =466.9± 6"FL (IN)= 463.32 6"FL (OUT) =460.12 7. NEW WATER QUALITY MANHOLE#2 RIM ELEVATION=466.7± 6" FL (IN)= 465.08 6"FL (OUT)=461.88 8: CONTRACTOR MAY NOTCH EXISTING AND NEW FOOTINGS AS NECESSARY FOR ROOF DRAIN. NOTCH WIDTH SHALL BE 8" TO 12" MAXIMUM, OR NO GREATER THAN PIPE RADIUS PLUS 2. 9. ***CONTRACTOR SHALL EXPOSE EXISTING 6" WASTEWATER PIPE AND REPORT EXISTING FLOWLINE. ANY ELEVATION DISCREPANCIES SHALL BE REPORTED TO ENGINEER 72 HOURS PRIOR TO INSTALLATION AND BACKFILL. NO TIME CLAIMS WILL BE GRANTED WITHOUT ADEQUATE NOTICE.*** 10. INSTALL NEW GIBSON STEEL DOUBLE COMPARTMENT CATCH BASIN PER DETAIL, SHEET C3.1. 11. APPROXIMATE LOCATION OF NEW UNDERGROUND ELECTRICAL SUPPLY CONDUIT UNDER SEPARATE PERMIT 12. NEW HOSE BIB AND TEMPORARY IRRIGATION SUPPLY, ALL INSTALLED UNDER SEPARATE PERMIT. c ; COTG W/----.--_ o \6X6 WYE 6"FL=464.68 TNUS R TBLOCK AT 90- WATER PIPE BEND- t S l} 3 t �i E t, 0 t0 Cni R] 0 K'V Sir UH ,,., Rli'�• 466.21 1, In 114-f. ��' 4� 3• �6 NEW i BUILDING /-- EXISTING 6" GV & NEW OFFSET / FIRE HYDRANT BUILDING 67 59, OFFSET ROOF DRAIN COTG 5.2l'-'- ROOF DRAIN COTG 6"FL=465.03 6"FL=464.45 15LF - 6" D3034 PVC N 0'00'20" E 192.50' S=0.0050 FT/FT (MIN iflli •."W'D ,ta-lllll.._/ell.,...}J J� t,ll►--+..._.....,.,.!_� „ �r _ 1.�_y 11rt• I tl X - i i3) f✓. i «. f -30LF 6 D3034 P.VC'SD . GU. � __...,r, ;` _ a,t`1 =, ID (MA%) ruy ,c,K.r� , ,. 4:k 46.1: \\ " NEW HOTEL' r'9t� ..� a:� ; 4 FIRE SUPPLY \� �'-- LFi; 6" D3034 P t , `s_:�_. E ko , �, ;'f> F F E = 7 `� r:, 7 w S;-`4 0050 FT/FT N) :, = - . POTABLE SUPI�6�- r� 46 .85 _ F .•., °;,' {:, _ . - . _ ® , t t t" 'V` CLt ,•• - • -?'rpt . i i..r - - �' _ , ;\v. �Y` - _ : Q ; �� . INTERIOR PLUMBING, r >izt ` FIX R , ETC. SHOWN FO / y '� NEW WATER' :� ; x. REFERENCE ONLY. TO BE � � �kit L= 64..40' � ` ' QUALITY MH.#2:• �` " " 0` CONNECTION CCW TRUCTED UNDER SEE'NOTE /mo ) �• o_ DEEERRED PLUMBING l ;1fJi? i. C7 iLi 'NIG \\ =6" FL=465.18(MAX) ` `FOOTING} /r~ -PE(2MIT. X . y / I v . , RI -;--466'.64.- x f'r + ta? " �'• \ \ ' i \ \ ; z ` f C ,) :s' } t F cit > :? a � X _ w� _ VST L•(I(VJE-.4Fi6.95• - sFL OUT)W=4Fi5:18' <i i `'} C\i} r 1 \ \f ``� '? 'v : Q "20.00' .'.. ,. -; • ` __.. _ `. 40LF - 6"-D3034 PVC SS, ;; �.: c �: :` 11 -YY � . „ c ' ^ S=0.0201 FUT{MIN} _ ;..M : t .40L'F.GIBSQN'\t. j " 6 AT RD TRENCpRAiN� " - i 6 L 64.83 r r 4 RIlvt=46t 64 L r� ti i c .l 4 j a 77- LAO' F t _ a -•'r .iJ -i t... _3 " 4 l� - ,Y t M't' '..`v 1� r v n7 y� -:� tel: i J h S• .s - a r vi t i 'tv sf 1 <. ra ., • i ..,,may' 1 / • f..*' f ... ! t c, .r �,' . ' `^• i ._. ..,..-. • /a .v "•..: `,. ' ...»�- `S''S� •x' - -� moi' f •i i4 t n a; u i i 4 k F. \ T .\45LF_ f �,• c \. D b 30(?` i 1. ,t. 1 v� f � if\t •c^ P- t •i C Ai // 5 �- lt� ROOK I3RAI N i v f' r h �? s�3 S-0.0201 FT/FT�(A%ti i - . - � . � . ;-: s=' `COT' `A .?� rst `i' fv,! ' ..., ' . �'^' �.'''�• . ,.,.,r•! . L`..'.. r1x. tit;: �' E ,.. C;.: Y .4 t 11 'F i 0 IB ON�. iL ter• • G S C T „c :w �:.,•; _. � T. CH DRAiN•6X s^.F.. _ Vit- ' � .� • \ ;fb T SS ss " SS' ss' r ` •�4 .8 6 .68 `. i Y' �' �;• ,\ SQ SD -,< ;:E - l G itW 6X4'WYE i 13LF - 6" D3034 PVC SS S=0.0050 FT/FT (MIN) EXISTING 6"WW COTG01) SEE NOTE 1. ABANDON DO EXISTING 6" SS PIPE. CONSTRUCT NEW 6" COTG & 6X6 WYE; 6"FL=462.9±- TOP OF PIPE ELEV.=46 4 V 4.3 (SUR EYED) € , 6"FL=463.7±{CALCULATED) 6"FL(IN)=461.82 �Z co U7 v 0 =- 20LF± - 6"WRAPPED PERF � PIPE; SEE DETAIL£3-+, c t t z _ - t 4 7 t Lt 'NEW 'WATER - r ' F T R c" - ; UNDERGROUND '•6 •F -4' ;47 - . 63 i: 1 ;'. i•` _ { LF 4'.'r •B . •1- F �`: - a 36 Q':034 f�VC SS-' Q _ PLEGIA ICAL CON T- EE _} ! -�. QUI S ;• -F V......i �• r - '. �: • R M 4Ei� .82 'r. 5=0:020 FT: ivl]N 1 6 •�= Oyl*' 3 / �'' SEE NC?TE 6.: NOTES , r i• .h _ �%• '"moi. $�.% .'�•� a _ili /( r•z frr. �. a �..�� ii�F•+� iii+rini �� � �� � >♦ c " ! r ✓ ft a W=464-"35'�2 (= = 4 4 •• r 2L �30� PV SS ` ^•. . �0�� r.�r.l+ . a`�i t.%..J . . ` i!1 S-0. 2 Q�FT FT IN �c e 1 1 ,• `w /rt ;:•;.; x ,. 3%4 CW SURPLYTO 0 0 I €M ) c �r.�� • an•'i. i Tn sn SD' , f • e -r - 1 .a a j , i"� 1 >. 1 RAST=€ ENCLCIS,URE- E _.=_..;:�..E 4'. _ 5th. r �t., ; uu'* r c\ =j -- / \§ FREE YAR }.-1 is 13 45 •'� � c' u`i ;` : HYDRANT,' ,, �,t� t . �U CJ. c , sti r S r31 y'4 V fa �..r p' a f `; r t; ! Ca.. Li" l £.C'J tS.i `1 w1. ,� ^ , W W W;, W W W! :W, W. W W W W A I } w q a..,_... a,..._..,.._. ...=.v--tK..I : 1 ».,_-'•...' :.# .,,_.,..._ ,i °""_'-"_,.,c..__....,•_._,.._._._.. ...._........_ _ _ _.»._,_.._...._. .. -. ,.__ �'-F2� p "" i - �,,_• s7'�txi+yl i; ': `aS.T i i -.,'C { � % `` C ` \ � i �`'`.°at'`'} '4"7:.:''� (� L. C. ... t" .�> �`'" tti� �'-'"^, ^ �._. �j, °� �,_._....•. yi --- �---i.�} �-�` tt �, ^��y•„"'` ��� �.. ; `� \ \\ \ ' '� i k?1�� •'�"'`,s {XYt.s., i_, i moi'': hJ6Fcs � \ � "s, �. 'c^ ����.d.rr' �4i#�i :-_�__ \ \ � \ itis r£`•.�•. `"`�c""� .��,�, £� ~' i r^\ \ .. .»\ �- %.� \ , "'cae",�s. ''.,+ ta`�5�.. '�S �' 's'_! C�"r CTE 12. ; -, ' 29.5 F - 6" D3034 PVC SD S=0 0050 FT/FT (MIN) I � c, 71 LINE} t.t W �O) t= ...'n v i F- ~ W U (DcL V) p?J Cl') iM,, Ci'3 I F000 * v ,G o cz w Qi u- W o 0 J r ai 4! ®m V) W z X( jp 111114 w l n/ w 0% 0 � H w H A � S=0.0000 FT/FT (MAX) ( W :0:.1"? �i 0 Ile U O c t t z _ - t 4 7 t Lt 'NEW 'WATER - r ' F T R c" - ; UNDERGROUND '•6 •F -4' ;47 - . 63 i: 1 ;'. i•` _ { LF 4'.'r •B . •1- F �`: - a 36 Q':034 f�VC SS-' Q _ PLEGIA ICAL CON T- EE _} ! -�. QUI S ;• -F V......i �• r - '. �: • R M 4Ei� .82 'r. 5=0:020 FT: ivl]N 1 6 •�= Oyl*' 3 / �'' SEE NC?TE 6.: NOTES , r i• .h _ �%• '"moi. $�.% .'�•� a _ili /( r•z frr. �. a �..�� ii�F•+� iii+rini �� � �� � >♦ c " ! r ✓ ft a W=464-"35'�2 (= = 4 4 •• r 2L �30� PV SS ` ^•. . �0�� r.�r.l+ . a`�i t.%..J . . ` i!1 S-0. 2 Q�FT FT IN �c e 1 1 ,• `w /rt ;:•;.; x ,. 3%4 CW SURPLYTO 0 0 I €M ) c �r.�� • an•'i. i Tn sn SD' , f • e -r - 1 .a a j , i"� 1 >. 1 RAST=€ ENCLCIS,URE- E _.=_..;:�..E 4'. _ 5th. r �t., ; uu'* r c\ =j -- / \§ FREE YAR }.-1 is 13 45 •'� � c' u`i ;` : HYDRANT,' ,, �,t� t . �U CJ. c , sti r S r31 y'4 V fa �..r p' a f `; r t; ! Ca.. Li" l £.C'J tS.i `1 w1. ,� ^ , W W W;, W W W! :W, W. W W W W A I } w q a..,_... a,..._..,.._. ...=.v--tK..I : 1 ».,_-'•...' :.# .,,_.,..._ ,i °""_'-"_,.,c..__....,•_._,.._._._.. ...._........_ _ _ _.»._,_.._...._. .. -. ,.__ �'-F2� p "" i - �,,_• s7'�txi+yl i; ': `aS.T i i -.,'C { � % `` C ` \ � i �`'`.°at'`'} '4"7:.:''� (� L. C. ... t" .�> �`'" tti� �'-'"^, ^ �._. �j, °� �,_._....•. yi --- �---i.�} �-�` tt �, ^��y•„"'` ��� �.. ; `� \ \\ \ ' '� i k?1�� •'�"'`,s {XYt.s., i_, i moi'': hJ6Fcs � \ � "s, �. 'c^ ����.d.rr' �4i#�i :-_�__ \ \ � \ itis r£`•.�•. `"`�c""� .��,�, £� ~' i r^\ \ .. .»\ �- %.� \ , "'cae",�s. ''.,+ ta`�5�.. '�S �' 's'_! C�"r CTE 12. ; -, ' 29.5 F - 6" D3034 PVC SD S=0 0050 FT/FT (MIN) I � c, 1 rxv 91-F - 6" D3034 PVC SD S=0.0050 FT/FT (MIN) W ` �N,,'0'00'20" E 192.86' SEE C2.1 FOR NEW PAVEMENT & CONCRETE CURB (.6 46LF±- - 6 -WRAPPED PERF ` PIPE; SEE DETAIL C3-;•; j,;.Rl.il lSji9 S=0.0000 FT/FT (MAX) 1911D6 6"FL(IN)=459.98 SITE UTILITY PLAN SCALE: I =}0' AP,"W01 rr., l T trjA Rufirr !.1rµ7 JY��risf0L41: t✓rp0c, Ji .r^i:X'}�'3. 18"SQR WASTE DRAIN -j,i RIM=467.02 4"FL=463.91(MW) r 6 1 \ DRIVEWAY c T ,!rj __f - eI.. -I'--f-DIMENSION ' fI- 71 LINE} t.t W �O) t= ...'n v i F- ~ W U (DcL V) p?J Cl') iM,, Ci'3 I F000 * v ,G o cz w Qi u- W o 0 J r ai 4! ®m V) W z X( jp 111114 w l n/ w 0% 0 H w H A � x ( :0:.1"? 1 rxv 91-F - 6" D3034 PVC SD S=0.0050 FT/FT (MIN) W ` �N,,'0'00'20" E 192.86' SEE C2.1 FOR NEW PAVEMENT & CONCRETE CURB (.6 46LF±- - 6 -WRAPPED PERF ` PIPE; SEE DETAIL C3-;•; j,;.Rl.il lSji9 S=0.0000 FT/FT (MAX) 1911D6 6"FL(IN)=459.98 SITE UTILITY PLAN SCALE: I =}0' AP,"W01 rr., l T trjA Rufirr !.1rµ7 JY��risf0L41: t✓rp0c, Ji .r^i:X'}�'3. 18"SQR WASTE DRAIN -j,i RIM=467.02 4"FL=463.91(MW) r 6 1 \ DRIVEWAY c T ,!rj __f - eI.. -I'--f-DIMENSION ' fI- 71 LINE} t.t W �O) �•� ...'n v � F- ~ W U e-j- nie (ivy -rvQ2�5-000►-t Si}� Pian T�tt�i� DcAu JUN 3 0 2015 Ci inai s ubmi$ a . - TOP OF EXISTING WW PIPE ELEV.=462.81 (SURVEYED) J 6"FL=462.2-+-(CALCULATED) OHP CONTOUR INTERVAL = 1.0 -FOOT 0' 10' 20' 30' SCALE V=10' v OREGON 1 ,p}�Is*o� N W. t.t W �O) �•� ...'n v � F- ~ W U (DcL V) p?J Cl') Q u C. -I Go WN r) LLJ F000 * v ,G o cz w Qi u- W o 0 J r ai 4! ®m V) W z X( jp 111114 w l n/ w 0% 0 H w H A � ?`. I �1 0 C14 a e-j- nie (ivy -rvQ2�5-000►-t Si}� Pian T�tt�i� DcAu JUN 3 0 2015 Ci inai s ubmi$ a . - TOP OF EXISTING WW PIPE ELEV.=462.81 (SURVEYED) J 6"FL=462.2-+-(CALCULATED) OHP CONTOUR INTERVAL = 1.0 -FOOT 0' 10' 20' 30' SCALE V=10' v OREGON 1 ,p}�Is*o� N W. Z 00N cb v. W �O) V r � LIJ M� ...'n v L� a¢ F- ~ W U (DcL V) p?J Cl') Q u C. -I Go WN r) LLJ F000 * v ,G o cz w Qi u- W o 0 J r ai 4! ®m V) W z 0 111114 w l n/ w 0% 0 H w H A � I �1 0 C14 a �i 0 Ile U z H H z Q w H a 0 O Q to N m 0- o 0 �D w W .. z Z S U J Ii.! U v mi of t!) Li 0 • SHT 5 OF 1 Im 3: V -i we cl, 11 0.0 X X 00 o.. 20 o P. < 41a: It VV— Ho c 4-1 V) 0 LID 0/ (A) D E lak (2) EXISTING TRES; SEE PLA9TING PLAN i .,Ii co (03 o NEWILIGHT POLEI TC\TP=466.7:t---*' ii (.6 EXISTING C ATE i 1 AY TO I w TI -1111- All" RI H OFWAY 04' TRENC-4-1 DRAIN�j-- RIM= 66.50 fi QC' ' -G TP=4 6.9— it IT r"i too CONSTRUCTION LEGEND: ■ 5V 'I'M 1fI,V=466.21 811(E)=46J,81 101FL,"N,,6463-56 01 3, 71 NEW ASPHALT PAVEMENT, NEW CONCRETE WALK & CURB, SEE DETAIL C3.0 Z\ - SEE DETAIL C3.0 Al SITE GRADING PLAN. SCALE: I"=10* UNDERGROUND INFILTRATION FACILIT SEE SHEET C2.0 UHP ss --- ss fkc- Ccvj CONTOUR INTERVAL = 0.5 -FOOT IVD15-cool-1 SCALE 1"=10' ,`4c ?lo*)TwAWVv 0. 10, 20' 301 Fl)<Aa va*CA I r�jAA �c� oceived* J U N 3 0 2015 5 OREWN N r1rN) OD OD 0) - 0) W v Lu u < z u.j CL u.j < u -1% U ce 0 < u cle 00 Lu 0 W Z 0 0 'r - u U) C z w Qi LL uj OO v- > uj 6 u mw z 0 F-4 r -- U �Dw �' c) H W � �0 On z Z 0 W z 0 0- c*4 M, 0_ co x 0- 0 to w z :i %e 6i 0 3: (-) —1 -i I to < w < 0 W cr- a: C) < C201 SHT 6 OF 17 M 3 �03 cv a 88 M M COCOX o� x m 0- 0 0) 0 0- Q < Ln 0M to 4.q.. V. q GENERAL LANDSCAPE PLAN NOTES: ALL PLANTED SPECIES ARE NATIVE; IRRIGATION SHALL BE ESTABLISH NATIVE SPECIES. IRRIGATION AS REQUIRED WILL 1 SEPARATE PERMIT. LANDSCAPE SPECIFICATIONS: 1. FINISH ELEVATION OF SUB -BASE TO BE 12" MINIMUM GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" REPLACEMENT OF TOPSOIL. C: M 2 } t k t� L 'ORARY TC' PART OF )iFINISHEDII > f" ` 3. PLACE 12" MINIMUM TOPSOIL OVER TILLED SUBGRADE. ADDS% ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT OF 20 LBS PER 1000 S.F. ROTOTILL AMENDMENTS AND TOPSOIL DEPTH OF 8" MINIMUM. 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT, 5. PROVIDE °SPADED EDGE" TO SEPARATE LAWNS AND 6. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES IN %% � F 52862 PLANT CODE BOTANICAL NAME COMMON NAME:3f UANTITY JOR TO Groundcovers and Grasses W M M 0 i M r� OF FIRE — 1 gall. i ' HYDRP i WATQ 40 METER ( lf({ a i 13)P - 3)P0 S 2 t DS. DC 0 <g w f� �} ` ' a) 20 CK - ID �, 205 SF OF S. 282 SF PLANTINGED; 1 gall. MIXTURE CONTAI ING �� 25 AL, 25JP & 25 1, t PLANTED RANDOMLY. it l (MODIFY LAYOUT AS NECESSARY Spreading Rush AROUND WATER METERS, 1 gall: VAULTS, ETC.) 2 } t k t� L 'ORARY TC' PART OF )iFINISHEDII > f" ` 3. PLACE 12" MINIMUM TOPSOIL OVER TILLED SUBGRADE. ADDS% ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT OF 20 LBS PER 1000 S.F. ROTOTILL AMENDMENTS AND TOPSOIL DEPTH OF 8" MINIMUM. 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT, 5. PROVIDE °SPADED EDGE" TO SEPARATE LAWNS AND 6. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES IN PLANTING PLAN KEY %% � F 52862 PLANT CODE BOTANICAL NAME COMMON NAME:3f UANTITY JOR TO Groundcovers and Grasses W M M 0 i M r� OF 3 1 gall. i f ?ARA Slim Leaf Onion 40 1 gall.l AU Arctostaphylos uva-ursi Kinnikinnick 2 t DS. DC Deschampsia caespitosa �} ` ' a) 1 galla ID �, 205 SF OF S. 13 1 gall. t. PLANTING --3 �� Oregon Iris 10 BED ED JP Juncus patens Spreading Rush 48 1 gall: LP Lupinus polyphyllus Big Leaf Lupine PLANTING PLAN KEY %% � F 52862 PLANT CODE BOTANICAL NAME COMMON NAME:3f UANTITY CONTAINER } ZE Groundcovers and Grasses W M M 0 i AH Aster hallii Hall's Aster � 3 1 gall. i AL Allium amplectens Slim Leaf Onion 40 1 gall.l AU Arctostaphylos uva-ursi Kinnikinnick 2 1 gall. DC Deschampsia caespitosa Tufted Hair Grass 8 1 galla ID Iris douglasiana Douglas Iris 13 1 gall. IT Iris tenax Oregon Iris 10 1 gall, JP Juncus patens Spreading Rush 48 1 gall: LP Lupinus polyphyllus Big Leaf Lupine 16 1 gall. SI Sisyrinchium idahoense Blue -Eyed Grass 35 1 gall. SO Sedum Oreganum Oregon Sedum 24 1 gall. Shrubs and Trees AA Amelanchier alnifolia Pacific Serviceberry 4 5 gall. CK Cornus kelseyii Kelsey Dogwood 25 1 gall. MA Mahonia repens Creeping Mahonia 12 1 gall. RN Rosa nutkana Nootka Rose 4 1 gall. RS Ribes sanquineum Red Flowering Currant 5 1 gall. SA Symphoricarpus albus Snowberry 7 1 gall. SD Spirea douglasii Western Spirea 4 1 gall. 0 e4.00 St.1 UH 10 rel l'Y)46C i. PO n.10 ,6a 4 g . t "D 4 0; a 9UP C -46609 PLA SITE PLANTING tr r '6h,_r fy j $`154.662' SCALE: 1 X10' 50,1,P.-4 62, 67' BEYOND THE ROOT LANDSCAPE DESIGN TELEPHONE POLE 572 SF PLANTING BED - OHP w.__._--_ F1Ie, (spy Tf P''i5-000►I Si+G Pm sUtC.Mvv ec to CONTOUR INTERVAL = 1.0 -FOOT 0' 10' 20' 30' SCALE 1"=10' D' -e Ve: nf.-git ISubm':'ttal ,� 011 %% � F 52862 �PygN w. sass°� Z tNN 00 0) C W M M ....1 U .,.-. W I V W — o U 0 IL V) V) U Cke Go LU ® W N Z o V N w0 1-1— W 0 0 W c m ® V Cn M W z 0 V Q o Q ® � W Z ��TT�� O C)W Q V 0 " 0 ti 0 U I-� I� o W w � H D LiQ cr. Q if) � N 0 0::r aw a'. o co p Lv W Z Z C5 3 . U W_I W w ry ZLd U Q 0 o v V) o C202 SHT 7 OF 17 CD Q0 < ,z tf��s U y4k, N C) Lo It 5 ,.o C 0 FST, CwD tw it > �) N, r,o Tq -A cn tt "T V-1 co N 0*00'20" E 192.50' SITE PARKING & SCREENING PLAN SCAM 11=10 p CONSTRUCT NEW CYCLONE SCREENING FENCE PER DETAIL C3.0 0 �N ca— ---0H P -- CONSTRUCT NEW CYCLONE SCREENING FENCE PER DETAIL C3.0 (9) TYPICAL 9'X16' PARKING SPACES, INCLUDING (2) ADA SPACES. SEE DETAILS, C3.0. Fite, CON 1`fqg�5-b&n . i>lU\ TRA"Alf) a6a, VaAd m 2 of 1b m ss -sr- Z, Af­"PP,0X L&,f�,410N' Of' Skl,'fDIRY SSTMIEA? CONTOUR INTERVAL = 1 -FOOT SCALE 1'=lU i U N 3 0 2015 originai Submiftej'__kw__,__ ly 2U W 0ii N't 52862_ OREWN N z 000) u LLI V v- V < in Lo_ z%ftoo*..o xl* L< u < Lu u a�u < z 0� co uj Lu Z U a z U. uj 0 > Lj a 0) u M Z u (,0:) C) W 00� Z z ul) 0- c*4 ww So r—on w m (L 0 w o w z e w 1,- 0 < W w -r 0 < cr- Lo a 10 (/) al 0- C2*3 SHT 8 OF 17 M .0 00 M M m x �d s 8 00 2� T N OR N z0 iQ 0 CD 211-a PROPERTY LINE BOUNDARY METAL POST 6"EXTRUDED CURB, PER DETAIL C3.0 NEW AC PAVEMENT - SECTION, PER DETAIL 6' !1! 12° (MINIMUM) A' _ . A •G r� d . " 36" MIN 3" CLEAR FOR CURB AT PAVEivi NT, SEE DETAIL THIS SHEET. 12" ---i �- 2500psi CONCRETE ENCASEMENT FULL SCREEN FENCE LANDSCAPE N. T. S. 1-1/2"DIA. GALVANIZED 1/4"W'x6"PL. V 3/8"0 A.B:s BICYCLE PARKING RACK N.T.S. COMPACTED SUBGRADE 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 t U -O" gA. a_ � a f TOOLED DUMMY JOINT, 4' O.C., TYPICAL 5' OC ¢ TYP � 4 i?• VARIES 11 (SEE PLAN) 4 THICK \ / CONCRETE PLACE 2" THICK 3/4"-0 REMOV UNSTABLE BASE AS NECESSARY AND ADD 3"-0. TYPICAL TOOLED CONTRACTION JOII MIN 1/3 DEPTH SECTION A -A TOOLED CONTRACTION JOINT 15' OC TYP SLOPE SLAB TO DRAIN, -2.0% MAX. 4" MINIMUM CONCRETE SLAB 2" MIN., 3/4"-0 SECTION B -B AGGREGATE COMPACTED SUBGRADE TYPICAL CONCRETE WALKWAY NTS 1 1 6'1 NOTE: T �� a LOCATE BUMPERS 2' 6" FROM END OF AISLE. 6 (70NCrl--TE WHEEL STOP N. T. S. 12" �....T......... -`TAIL 6" EXTRUDED CONCRETE CURB AT LANDSCAPING N. T. S. 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) RESERVED OREcM i �r Is, % W. PARKING 00 N04 ® Z 000 MUTCD R7-8 SIGN: V L MM W 0.. a U.W INSTALL SIGN 7' 1811 ce CLV IN u C�6 z ABOVE GRADE FROM a WNz Q J w BOTTOM OF SIGN M W z W U VAN H MUTCD R7 -8P SIGN: rT� ACCESSIBLE w IIIDa Wu o o V 1con 0 Y U U -O" gA. a_ � a f TOOLED DUMMY JOINT, 4' O.C., TYPICAL 5' OC ¢ TYP � 4 i?• VARIES 11 (SEE PLAN) 4 THICK \ / CONCRETE PLACE 2" THICK 3/4"-0 REMOV UNSTABLE BASE AS NECESSARY AND ADD 3"-0. TYPICAL TOOLED CONTRACTION JOII MIN 1/3 DEPTH SECTION A -A TOOLED CONTRACTION JOINT 15' OC TYP SLOPE SLAB TO DRAIN, -2.0% MAX. 4" MINIMUM CONCRETE SLAB 2" MIN., 3/4"-0 SECTION B -B AGGREGATE COMPACTED SUBGRADE TYPICAL CONCRETE WALKWAY NTS 1 1 6'1 NOTE: T �� a LOCATE BUMPERS 2' 6" FROM END OF AISLE. 6 (70NCrl--TE WHEEL STOP N. T. S. 12" �....T......... -`TAIL 6" EXTRUDED CONCRETE CURB AT LANDSCAPING N. T. S. 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) TYPICAL SIGN AT ACCESSIBLE VAN PARKING 4" WIDE WHITE STRIPE (TYP) 2' 4 1211 RESERVED PARKING 18" SEE A.C. PAVEMENT SECTION CURB CONTINUOUSLY '� POURED WITH SIDEWALK, IF SIDEWALK IS CONSTRUCTED. 60 EXPOSURE TYPICAL UNLESS OTHERWISE NOTED A " in 1 611 t a a4 'ofes, l j STANDARD TALL CURB N.T.S TYPICAL SIGN AT ACCESSIBLE VEHICLE PARKING ` 2411 MIN 91 WHEEL CHAIR SYMBOL PER FIG 1, 2010 OSSC, DATED VAN STANDARD ACCESSIBLE STALL 311112_ SIGNAGE 4"(1 YP) VEHICLE 1. SIGNAGE ter• -------i C�"•-� CONCRETE --'"" 12" a WHEEL STOP, &°..° SEE DETAIL THIS SHEET a 4" WIDE 2' 360 WHITE 411(TYP) , STRIPE 9' Lq-_J (MIN) (TYP) VAN VEHICLE TYPICAL ACCESSIBLE PARKING DIMENSIONS PARKING STRIPING N. T. S. TACK COAT SAWCUT JOI PER NOTE 1. EXIST A.C. 3/4" COMPACTED CRUSHED ROCK THICKENED, CONTINUOUS EDGE. 3" OF 1/2" AGG MIX A.C., COMPACTED TO 92% ASTM D2041. 10" THK., 3/4"-0, CRUSHED AGGREGATE BASE, APPLIED IN NO MORE THAN 6" LIFTS AND COMPACTED TO 95% AASHTO T180. PAVING NOTES: 1. ALL JOINTS BETWEEN EXISTING AND NEW PAVING ASPHALT SHALL BE SEALED AND SANDED TO PREVENT PICK-UP AND TRACKING. APPLY PRESSURIZED SPRAYER AND COMPLETELY OVERLAP THE EXISTING AND THE NEW PAVING TO INSURE A COMPLETE SEAL TO THE JOINT. 2. GEOTEXTILE FABRIC - GEOTEXTILE FABRIC SHALL BE PLACED OVER A SMOOTH SUBGRADE AND SHALL BE PLACED WITH NO WRINKLES. THE FABRIC SHALL BE OVERLAPPED A MINIMUM OF 18 INCHES. CONSTRUCTION EQUIPMENT SHALL NOT BE PERMITTED TO TRAVEL DIRECTLY ON THE GEOTEXTILE FABRIC. 3. BASE COURSE - THE BASE COURSE SHALL CONSIST OF WELL GRADED CRUSHED STONE WITH A MAXIMUM PARTICLE SIZE OF 2 INCHES AND NO MORE THAN 5 PERCENT PASSING THE U.S. #200 SIEVE (0.075 MM) MEETING THE ODOT SPECIFICATION FOR 2 -INCH MINUS AGGREGATE BASE. CONTRACTOR SHALL SUBMIT GRADATION TO ENGINEER. 4. BASE COURSE COMPACTION - THE BASE COURSE SHALL BE MOISTURE CONDITIONED TO WITHIN THREE PERCENT OF OPTIMUM AND COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95 PERCENT, AS DETERMINED BY AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) T180. 5. AC PAVEMENT - ASPHALTIC CONCRETE MATERIALS SHALL BE COMPACTED TO AT LEAST 92 PERCENT OF THE MATERIAL'S THEORETICAL MAXIMUM DENSITY AS DETERMINED IN GENERAL ACCORDANCE WITH ASTM D 2041 (RICE SPECIFIC GRAVITY). CONTRACTOR SHALL SUBMIT AC MIX DESIGN TO ENGINEER. 6. PORTLAND CEMENT CONCRETE PAVEMENT - PCC PAVEMENT SHALL BE 4000PSI AND MEET ODOT SPECIFICATION. CONTRACTOR SHALL SUBMIT MIX DESIGN TO ENGINEER. TYPICAL ASPHALT PAVING N. T. S. i i fie•- Go �� -•tom �.s� �c _�•...�..---, . 7 i3d a, p9 1 o-- I � .SUN 3 0 2015 GINC RESERVED OREcM i �r Is, % W. PARKING 00 N04 ® Z 000 MUTCD R7-8 SIGN: V L MM W 0.. a U.W INSTALL SIGN 7' 1811 ce CLV IN u C�6 z ABOVE GRADE FROM a WNz �♦ J w BOTTOM OF SIGN M W z W U VAN H MUTCD R7 -8P SIGN: rT� ACCESSIBLE w IIIDa TYPICAL SIGN AT ACCESSIBLE VAN PARKING 4" WIDE WHITE STRIPE (TYP) 2' 4 1211 RESERVED PARKING 18" SEE A.C. PAVEMENT SECTION CURB CONTINUOUSLY '� POURED WITH SIDEWALK, IF SIDEWALK IS CONSTRUCTED. 60 EXPOSURE TYPICAL UNLESS OTHERWISE NOTED A " in 1 611 t a a4 'ofes, l j STANDARD TALL CURB N.T.S TYPICAL SIGN AT ACCESSIBLE VEHICLE PARKING ` 2411 MIN 91 WHEEL CHAIR SYMBOL PER FIG 1, 2010 OSSC, DATED VAN STANDARD ACCESSIBLE STALL 311112_ SIGNAGE 4"(1 YP) VEHICLE 1. SIGNAGE ter• -------i C�"•-� CONCRETE --'"" 12" a WHEEL STOP, &°..° SEE DETAIL THIS SHEET a 4" WIDE 2' 360 WHITE 411(TYP) , STRIPE 9' Lq-_J (MIN) (TYP) VAN VEHICLE TYPICAL ACCESSIBLE PARKING DIMENSIONS PARKING STRIPING N. T. S. TACK COAT SAWCUT JOI PER NOTE 1. EXIST A.C. 3/4" COMPACTED CRUSHED ROCK THICKENED, CONTINUOUS EDGE. 3" OF 1/2" AGG MIX A.C., COMPACTED TO 92% ASTM D2041. 10" THK., 3/4"-0, CRUSHED AGGREGATE BASE, APPLIED IN NO MORE THAN 6" LIFTS AND COMPACTED TO 95% AASHTO T180. PAVING NOTES: 1. ALL JOINTS BETWEEN EXISTING AND NEW PAVING ASPHALT SHALL BE SEALED AND SANDED TO PREVENT PICK-UP AND TRACKING. APPLY PRESSURIZED SPRAYER AND COMPLETELY OVERLAP THE EXISTING AND THE NEW PAVING TO INSURE A COMPLETE SEAL TO THE JOINT. 2. GEOTEXTILE FABRIC - GEOTEXTILE FABRIC SHALL BE PLACED OVER A SMOOTH SUBGRADE AND SHALL BE PLACED WITH NO WRINKLES. THE FABRIC SHALL BE OVERLAPPED A MINIMUM OF 18 INCHES. CONSTRUCTION EQUIPMENT SHALL NOT BE PERMITTED TO TRAVEL DIRECTLY ON THE GEOTEXTILE FABRIC. 3. BASE COURSE - THE BASE COURSE SHALL CONSIST OF WELL GRADED CRUSHED STONE WITH A MAXIMUM PARTICLE SIZE OF 2 INCHES AND NO MORE THAN 5 PERCENT PASSING THE U.S. #200 SIEVE (0.075 MM) MEETING THE ODOT SPECIFICATION FOR 2 -INCH MINUS AGGREGATE BASE. CONTRACTOR SHALL SUBMIT GRADATION TO ENGINEER. 4. BASE COURSE COMPACTION - THE BASE COURSE SHALL BE MOISTURE CONDITIONED TO WITHIN THREE PERCENT OF OPTIMUM AND COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95 PERCENT, AS DETERMINED BY AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) T180. 5. AC PAVEMENT - ASPHALTIC CONCRETE MATERIALS SHALL BE COMPACTED TO AT LEAST 92 PERCENT OF THE MATERIAL'S THEORETICAL MAXIMUM DENSITY AS DETERMINED IN GENERAL ACCORDANCE WITH ASTM D 2041 (RICE SPECIFIC GRAVITY). CONTRACTOR SHALL SUBMIT AC MIX DESIGN TO ENGINEER. 6. PORTLAND CEMENT CONCRETE PAVEMENT - PCC PAVEMENT SHALL BE 4000PSI AND MEET ODOT SPECIFICATION. CONTRACTOR SHALL SUBMIT MIX DESIGN TO ENGINEER. TYPICAL ASPHALT PAVING N. T. S. i i fie•- Go �� -•tom �.s� �c _�•...�..---, . 7 i3d a, p9 1 o-- I � .SUN 3 0 2015 GINC * � F *' 52862 OREcM i �r Is, % W. 00 N04 ® Z 000 Lu — 0) V L MM W 0.. a U.W u ce CLV u C�6 z ce «0 ® LU N U-1 a WNz 1-1— c o J w M W z W U V w W H z rT� 1� C o w IIIDa Wu o o V 1con 0 Y U F� W I� H z 0 ~ S w >x a 0 w Z to Q e- 0- N 0 W co to tr x w tt o to D p W W Z Z 0 3'. U _Wi tij -S 0 o v vi C3,00 SH T 9 QF 17 z to 00 904 ;;Z� 0o a a2 PLAN VIEW STANDARD OUTLET RISER FLOWKiT: 42A CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGIRISERS STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES. 072" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27' 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (pmts!) 2 gpm/ft2 1 gpm/ft2 2 gpm/ft2 1 1 qpm/ftz 2 gpmlfP 1 gpm/ft2 CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 1 7.5 10 1 5 FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS ` •. ' WATER QUALITY FLOW RATE (ds) ' OUTLET RETURN PERIOD OF PEAK FLOW yrs) " # OF CARTRIDGES REQUIRED ` CARTRIDGE FLOW RATE ' SUMP GENERAL NOTES PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 ' A P �-W 's. L�YL RIM ELEVATION ' fi ANTI -FLOTATION BALLAST WIDTH I HEIGHT l NOTES/SPECIAL REQUIREMENTS: ` PER ENGINEER OF RECORD INLET --- - 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS --� OUTLET INSIDE HEIGHT: 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE V. TYPICAL OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO •, f M306 AND BE CAST WITH THE CONTECH LOGO. V O HYDRAVLI0:DRQP 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED. RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL INLET PIPE 72" I.D. MANHOLE BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 0 Y z U x' STRUCTURE INSTALLATION NOTES (86") O.D. TOP SLAB ACCESS 1. ANY SU$ -$ASE, BACKFI[l DEPTH, AND/ORANTI-FLOTATION PROVfSIONS ARE SITESPECiFtC DESIGN CONSfDERATIONS AND SHALL BE SEE FRAME AND ` 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE COVER DETAIL (LIFTING CLUTCHES PROVIDED). FLOW KIT PLAN VIEW STANDARD OUTLET RISER FLOWKiT: 42A CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGIRISERS STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES. 072" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27' 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (pmts!) 2 gpm/ft2 1 gpm/ft2 2 gpm/ft2 1 1 qpm/ftz 2 gpmlfP 1 gpm/ft2 CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 1 7.5 10 1 5 FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID " WATER QUALITY FLOW RATE (ds) ' PEAK FLOW RATE (ds) " RETURN PERIOD OF PEAK FLOW yrs) " # OF CARTRIDGES REQUIRED ` CARTRIDGE FLOW RATE ' MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS ' GENERAL NOTES PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 ' INLET PIPE #2 " OUTLET PIPE BAFFLE RIM ELEVATION ' STORMFILTER � ANTI -FLOTATION BALLAST WIDTH I HEIGHT ' NOTES/SPECIAL REQUIREMENTS: ` PER ENGINEER OF RECORD 120" 0. A. LENGTH OF TRENCH DRAIN LIixINI - TYPICAL TRENCH GRATE B I1 x1 x B L " L1 ., �• (119" } [ 8'" ] �' FACE OF TRENCH PLATE TO FACE OF TRENCH PLATE PLAN VIEW — { 120")-}---- O.A.LENGTH OF TRENCH DRAIN INTERNAL SLOPING PLATE WHERE OCCURS AF B i ~' L1 jx1 jxi% ; I ALEVELING LOCK EA. SIDE 48,.± B 12 L OF TRENCH DRAIN (4 TOTAL) :N .'*---� z „x2„ FACE OF TRENCH PLATE TO FACE OF TRENCH PLATE LONGELEVATION PIPEX�' LOCx� TYPICAL TRENCH DRAIN NUT Ll jxl jxj% 2" LONG / LEVEL LOCK j ; .._..}..._.. }. D t° _...._._. _._ ._ DUCTILE IRON 3' 3" STYP BOLES 3' PLAN VIEW SECTION 10 GA. PLATE A— A TRENCH SECTION �eon ✓ B=B TYPICAL TRENCH GRATE END PLATE ELEVATION (5 TOTAL FOR EACH TRENCH) qiy W.' 6" WIDE x 6" DEEP W M M GENERAL NOTES LONG FLOATABLES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. PROJ. MAN. DOUG P. BAFFLE 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. STORMFILTER � MODEL: G7D-66 1 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS CARTRIDGE ce _Z o LLC REPRESENTATIVE. www.ContechES.com --- W c 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. - INSIDE HEIGHT: 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE V. TYPICAL OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO �. W M306 AND BE CAST WITH THE CONTECH LOGO. V O HYDRAVLI0:DRQP 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED. RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL INLET PIPE (H}INLET INV:: BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 0 Y z U =TO QUTCET INY: 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES -- 1. ANY SU$ -$ASE, BACKFI[l DEPTH, AND/ORANTI-FLOTATION PROVfSIONS ARE SITESPECiFtC DESIGN CONSfDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. ` 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). FLOW KIT 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. OUTLET SUMP 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFiLTER EQUIPPED WITH A DUAL DIAMETER HDPE HDPE OUTLET RISER OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR, SECTION A -A 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.. ��r NTECH" SFMH72 nen" r Ag a ENGINEERED SOLU'EiONS LLC STORMFILTER $tOiiiiFll#2C° ww ,Cantec0 Ntu WgaVIwP4spM.invrt+N.wn 3025 Centre Pointe Dr.., Suite 400,, West Chester, OH 45069 WestC STANDARD DETAIL 800-338-1122 513-645-7000 513.6457993 FAX 120" 0. A. LENGTH OF TRENCH DRAIN LIixINI - TYPICAL TRENCH GRATE B I1 x1 x B L " L1 ., �• (119" } [ 8'" ] �' FACE OF TRENCH PLATE TO FACE OF TRENCH PLATE PLAN VIEW — { 120")-}---- O.A.LENGTH OF TRENCH DRAIN INTERNAL SLOPING PLATE WHERE OCCURS AF B i ~' L1 jx1 jxi% ; I ALEVELING LOCK EA. SIDE 48,.± B 12 L OF TRENCH DRAIN (4 TOTAL) :N .'*---� z „x2„ FACE OF TRENCH PLATE TO FACE OF TRENCH PLATE LONGELEVATION PIPEX�' LOCx� TYPICAL TRENCH DRAIN NUT Ll jxl jxj% 2" LONG / LEVEL LOCK j ; .._..}..._.. }. D t° _...._._. _._ ._ DUCTILE IRON 3' 3" STYP BOLES 3' PLAN VIEW SECTION 10 GA. PLATE A— A TRENCH SECTION �eon ✓ B=B TYPICAL TRENCH GRATE END PLATE ELEVATION (5 TOTAL FOR EACH TRENCH) qiy W.' 6" WIDE x 6" DEEP W M M 10 FOOT LONG FLAT TRENCH DRAIN DWGIL . U Q w PROJ. MAN. DOUG P. DWN. PAUL G. SCALE NONE T �� Gibson Steel Basins SINCE 2972 DATE: JAN. 23, 06 MODEL: G7D-66 1 247 Washington St. Eugene, Or. 97410 ph: (541) 687 — 8672 fox: 687-0033 0 L2'x2'x FRAME 53" NOTES: BOX FABRICATED FROM 10 GA. MATERIAL t:q DUCTILE IRON SOLID LID & DUCTILE IRON GRATE PLAN VIEW BIKE PROOF, HEAVY DUTY TRAFFIC GRATE SUP53" H25PLOADS ORTS AASHTO SEDIMENT I TRAP 1 t t' 1 1 I 1 SEDIMENT TRA' W/ HINGED LID f t t i I 48" SIDE VIEW ISOMETRIC STATE APPROVED — ASPHALT DIPPED 24"x42" — 6"0 OUTLET SAND COLLECTOR CATCH BASIN DWG PROJ. MAN. DOUG P. I DWN. PAUL G I SCALE NONE �� Gibson steel Basins SINCE 1872 DATE: JAN. 23, 06 1 MODEL: SCB10-42HB-6 247 Washington St. Eugene, Or. 97401 ph: (541) 687 — 8672 fox. -344-0207 AT AREAS OF AND WITHIN 5'-0" OF ALL PAVEMENT, WALKWAYS, AND RIGHT-OF-WAY, SEE SITE Pl PIPE TRENCH; THEREFORE TOTAL NEW PAVEMENT WIDTH=44" MIN) NEW PAVEMENT PAVEMENT BASE AGGREGATE 1211 PIPE MIN ZONE PIPE BEDDING 4 23" PLAN VIEW AT AREAS V-0" BEYOND ALL PAVEMENT, WALKWAYS, FC RIGHT-OF-WAYS PIPE {�" DIA. N VARIES MN MI 20" MIN TYPICAL PIPE TRENCH N. TS. BIKE PROOF GRA. \�_4"O OR 6"0 OUTLET L2jx2jx-�3- FRAME 23" } ON _ 1 I I I 0 1 LQ `— Z co 4"0 OR 6", OUTLET 18" SQUARE SEDIMENT W/ HINGED 1111) COMMON BACKFILL FINISH GRADE 31e-0 COMPACTED CRUSHED ROCK BACKFILL DETECTABLE WARNING TAPE FOR NON—METAWC PIPE SD PIPE GRATING NOTES: BOX FABRICATED FROM 10 GA. MATERIAL SIDE VIEW ISOMETRIC SECTION STATE APPROVED — ASPHALT DIPPED 18" SQUARE — 4"0 OR 6"0 OUTLET SP COMPACT BASIN PROJ. MAN. DOUG P.DWN. SINCE 1972 PAUL G. SCALE NONE Gibson Steel Basins DATE: JAN. 23, 06 MODEL: GCB10-1820HB-4&6 247 Washington St. Eugene, Or. 97401 ph: (541) 687 — 8672 fox: 344-0207 2' -0" X 21-0" X 6" '-� CLASS 3000 CONC. PAD ABOVE AT UNPAVED AREAS ADDITIONAL 2'-0" - X 2'-0" X 6" CLASS 3000 CONC. PAD ABOVE AT UNPAVED AREAS PIPE CAST IRON CLEAN- OUT FRAME AND COVER I END -OF -LINE WATER TIGHT PLUG (FLANGED PLUG W/ WING -NUT) 1/8 BEND FITTING CONC. BLK. AT PLASTIC PIPE SLOPE, SEE PLAN VIEW �— 45 ^ WYE FITTING INVERT ELEVATION @ C.O. (SEE PLAN VIEW} 24" X 42" X 6" CONC. PAD TYPICAL CLEAN OUT TO GRADE (COTG) N. T. S. Fijc, CADPy �`IPais-000i� DWG # S�� P�1 12rttct-hvc� C 1si �.1Njr � �eF 5286 �eon ✓ v MELON 1 qiy W.' ® Z 00 N v- 0) W W M M Z U-)tn �✓v = X CL U Q w V (.14 O CL Cia u � Z LL 00 W N W ce _Z o w0 C z L1_. W o 0 V_of W c U 0� M W V RrT1 H CIO z �. W ►y W V O ti 0 Y z U 0 H W Z o �~l V w 0 W 0' z I:n � CLJ N 0 Li= IY 1L' Q tU 00 W W .. z z S' U J a v © 1{Un a- 30 1 SHT 141 OF 17 0 0 (HORIZOK4 BEARING AREA OF THRU)ST BLOCKS IN SQUARE FEET VOLUME OF THRUST BLOCK IN CUBIC YARDS RMN SIM TM M WD END AND hNOPMr STRMM am W Wo PUX= SMA ON RUN 4W 8W 22 17 go 1 1101-V W am 4V am 22 r ilii�IDV A-1 A-2 4 1.0 Is 1.4 1.9 1.4 1.0, Z U c) z w LL. Uj 0 0 Lj U V) w 6 zi 3.7 3.0 4.3 3.0 1.0 1A - 1.3 - C) U C) a 32 8.5 8.3 7.0 5.4 19 1.5 1.0 u 1.1 10 5.9 10.2 U 11.8 &4 4;8 14 1.2 3.7 1.8 12 L5 14:7 12.0 174 112.0 0.8 U 1.7 5.5 2.8 .1.2 14 11.5 lu 23.0. 18.3 &9 4.6 2,3 7.6 39 1.7 18 15.0 28.1 21.3 30.0 21.3 11.6 6A &0 99 &1 2.3 0.9 is 19.0 1.4 27.0 38.0 27.0 14.8 7.6 3.8 z 0 20 23.5 40.8 33.3 47. 0 33.3 1&1 9.4 4,7 24 34.0 US 4L0 OLD' 1 .4&0 28.2 13.6 0.8 j 1. ABOVE OEM ARDS SAM ONJEST' PRESSURE OF 150 PSI AND AN AUAWABLE SOL WRING 4 tESq OF 2000 POUNDS PER SW FOOL 70 COMPUTE WRING ARM FOR -DFFWW 7W PRESSURES AND SOL WARM I USE FOUff" EW49M BEARING AREA - ( IM PRESSURE / 150) x 2000 / SOL BEARING S1 x ( TAME VALUE ES RUM ON 7EST PRESSURE OF 150 PSI AND TIE WEIGW OF CONCRETE - 4050 POUNDS PER CUM =F TWOMPUTE FkA WMW = PRESSURES„ , USE M MWOM - MMM VOLIAE - ( WT PRESSURE / -150 ) x ( TABLE VALUE) . WE RODS FOR VERnM SEND$ FRIM SIZE ROD SIZE EMBEDMENT Ir AND LESS 36' 5 R , rg!� TYPICAL THRUST BLOCKING FOR WATER PIPES. ATTACHMENT E ATTACHMENT G NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND NOTE: THE REFERENCES PROVIDED IN THIS� STANDARD.ARE FOR INFORMATIONAL. PURPOSE$ONLY.-AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION* MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPON$JBILTY TO ENSURE THAT ANY. INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM .PERFORMED MEETS:THt.- RE QU IREMENT8 SET FORTH IN THjE;CRQSSI-CONNF-CTION:CQNTROL. PROGRAM STANDARDS, ISTANDARDS. RIGHT OF WAYIPROPERTY/EASEMENT LINE A j RIGHT OFWAYIPROPERTY/EASEMENT LINE -T- 6" MIN i BY=PASS ARRANGEMENT WITH FIRE OF-TECTOR- METER &ASSEMBLY S.U.S. • DEPART MENT WATER "° 0 0 --- PUMPER" METER --- ------ 6 I. CONNECTION 61 24' SIN 'MIN WATERI VALVE .... .. . . .. OVERHEAD 7 VIEW - - - - - - - IN$TALL4TION CLEARANCES IZ'MIN J - JI 3" MIN r OVERHEAD SUB CUSTOMER 'VIEW SUB 1 CUSTOMER; IWTALLATION.C.LEARANPES RESPONSIBILITY "RESPONSIBILITY RESPONSIBILITY RESPONSIBILITY FIRE 3" MIN DEPARTMENT PUMPER GRADE 3" MIN 12" MIN 3" MIN CONNECTION' =W= W=111 PROFILE == I S.U.B. t M VIEW 3" _F MI WATER GRADE 12" MIN MEN METER R t WATEf? VALVE AS, SE SE Ly 7 SUPPORTS PROFILE VIEW SUB CROSS -CONNECTION C ' ONTROL PROGRAM STANDARD REFERENCE: SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI. Pre -Installation Cross Connection Contral Requirements SectionXI Pre-Installati6n Cross Cdnneefio.n:.Controf'Requirements - Section XII Location of Backflow Assembly Section X11 Location of Backflow Assembly o Section Xill BackffowAsseinblv Installation Guidelines Section XIII Backilow Assembly installation Guidelines - Section XIV Post -Installation Cross Connection Control Requirements Section XIV Post-4ristallation CrossConn Control ection Co t I Requirements Sections XI - XIV, In addition to the complete Cross Connection Control Program Requirements, are available at: 'Sections XI 7 XIV, In addition to the cormplets Cross Connection Control -Program: Requirements, are available at: Www.subutjl.com1water,_servl ater_quality vlo)&w.subutil.com/watdr_,5erviwAvater guality SCALE- N.T.S. BACKROW ASS.EMBLY STANDARD DPAWING DRAWING NUMBER SCALE- N.-T.S. BACKFLQW MEMBLY STANDARD DRAWIN G DRAWING I NUMBER DRAW DRAWN BY: EJN REDUCED PRESSURE N BY. EJN DOUBLE CHECK� WATER QUALITY-',, ASSEMBLY www2.00 QUALITY.` 17. BACKFLOW A WATER DET CTOR ASSEMBLY 112.0211 PRINGFIELDUTILITYBOARD 2" & SMALLER REVISED: 5/5/20-1 ENGINEERING.'? -..+s: "&"'1- SPRINGFIELD UTILITY BOARD 2" AND LARGER 4 REVISED -5/5/2014 T S:\DrowIngs\FF\FF1IDE90 RPSA 211110 ond,sr6oller W2.OD.dwg - Moy 05, 2014 " 11.08arn,plot DRO. No.: FF110E90 S-�-\I)idwtn4as\fF\fFlIDE92:DCDA 2.1fich and I;xrgqr, -WZ02 -' 5, Plotted' by. aricn FF 05.2014 11.V8am Plotted by ertcri FF DkYq, No.; FF11002: 4CNA A I IFD7)11 IE7 "F -f -111Z F-Nr7-rr-f-1-rf-%0 ASSEMBLY 2" & SMALLER ASSEMBLY 2" AND LARGER N. T. S. N<, '2-15 - 5LA-G n"I W12 0riginai %Submittal-chn--- 52862 .515; OREGON .pr' r 15, W. C14 W) t() C14 0) wvOD - ()) U LIJ M to < z L,r) x - LU F-L6 U < Uj U 0 rylo C < 06 z Ce 00 LLJ 0 W04 Z U c) z w LL. Uj 0 0 Lj U V) w U C) zell 0 U z C) C) U C) CO-) 1.4 z 0 V) 5; w j z < to -j CL 04 04 0 (Cri: (0 n M aw . 0 co r:i LLJ W Z Z w < C3 02 SHT 11 OF 17 0riginai %Submittal-chn--- 113'-0" 1 2 3 4 5 12'-9114" 12'-6" 25'-0" 25'-0" 2 A -- - qe – Stairs W.H. W.H. Elec. I I I 501 Mech. I Riser E01 i - M01 1 'm - m - LaundryI W Guesimom Kin Guestroom I Kin Guestroo>rn I Kin Git ®� ,�. m - ,,.a L02 101 103 ` 105 I 1 (0 I i mqa R" t=�- •- q Breakfast I aa_U I I I i I I 7d 8d n x Rest. {, L Lobby R01 6d DD 6d �6d CC I �s L01 ni.o � � � ��Cllv— N as _ ------ I 00 I � ° Food Pre . ( RAMP RAMP Check In 3w r� oat I 3w I e i2d i -. I O5w i l -A -- - - T 8314" 16'-10114" 12'-0114" 12'-11314" 1 12'-9114" 12`-&" 25'-0" 25'-0" 1 St Floor Plan ins - 1 1.01 Wall Key Room Schedule Number Name Comments 001 Check In 002 Food Prep. 101 King Guestroom 102 King Accessible 103 King Guestroorh 105 King Guestroom 107 King Guestroom 109 King Guestroom 111 King Guestroom 201 King Guestroom 202 Queen/Queen Guestroom 203 King Guestroom 204 QueeniQueen Guestroom 205 King Guestroom 2@F, QueerVQueen Guestroom 207 VJrtg Guestroom 208 QueenlQueen Oversized Guestroom 209 IUFA Guestroom 210 Queen/Queen Oversized Guestroom 211 King Guestroom 212 QueeNQueen Guestroom 213 Krng Guestroom 214 Queen/Queen Accessible Guestroom 301 KM Guestroom 302 QueerdQueen Guestroom 303 Wng Guestroom 304 QueenlQueen Guestroom 305 K# M Guestroom 3W QueeWQueen Guestroom 307 King Guesttoom 308 Queen (Q Oversized Guestroom 309 Krug Gueslroom 310 QueeniQueen Oversized Guestroom 311 King Guestroom 312 QueerilQueen Guestroam 313 King Guestroom 314 QueentQueen Accessible Guestroom E01 Etec. 1-01 Lobb L02 Laundry LS2 I Unen Storage L$3 I Linen Storage M01 IMech. l Riser R01 I Unisex Rest Wall Key Pioneer Sheet Index Door Schedule Detail Type Mark Width Height Description Eire Rating Quantity 1d T-0" &-W 2 2d T-0" 6'-S" 6 3d T-0" 6'-8" 1 4d T-0" 6'-8" 2 5d 3'-0" 6'-8" 35 6d 2'-8" 6'-8" 32 7d T-0" 6-8" 60 Min. 2 8d T-0" 6'-8" 60 Min. 6 9d T-0" 6'-8" 3 11d T-6" T-0" 1 12d 3'-6" 7'-0" 1 Grand total: 81 Wall Key Pioneer Sheet Index Window Schedule Detail In Mark Height Width Description Fire Rating Quantity 1w 5'-0" 4'-6" 35 2w 5'-0" 4'-8" 1 3w 4'-0" 3'-0" 8 4w IV -0" 131-00 60 Min. 2 5w 1P-0" 4'-0" 11 US== Grand total: 47 Wall Key Pioneer Sheet Index Framing Detail NOTES: i 2x6 Studs 16"o.c. Sea: Sht. A1.2 Exterior Wall ® 2x6 Studs 16'o.c. Exterior 1hr Wali A22 2x6 Studs 16"o.c. Interior 1 hr Partition Wall @� '2x8 Studs 16o.c. Interior 1 hr Fire Barrier Wall iM Studs 16o.c. Interior Unrated Wali '2x4 Studs 16o.c. Interior Unrated Wail US== EE N l EB 12'-8314" EBz Co 1w 1w ( a W E � Wi ® z Zm Z VIEW Z.2 astrovm Kin Gusstroom i� 109 Kin Guestroom 111 z � EB-- W W, c -o Cl , 7, Imo• I I z 0 D �u L s a Z P u� wZ ® 6d 6d ® W (3 til NONE LL EB a N C CU Fir ca _®-4Ny I CL 1 Kin Accessible><- m� 0 0 ' Stairs LL U- - S02 -------- r-'' N A1.3 25'-0" 12'-83/4" 7 1 2 3 4 6 7 12'-9 VIC 12-6" 25'-0" 25'-0" 25-0" 12'-8314" 1w 1w 1w 1w 1w 1w 1w BIENNIUM coo o 'co Linen StoLuge L32 Ki Guestroorn Vjng Guesboom Mn Guesw" K'In Guestroom Kin Guestroom iGn Guestroom Kin Guestroom �: Q is 201 203 205 207 209 211 213 �"'" 0 " M Stairs N Sol 4v+► `. � J l�� I 1 \-� ��.J I I �J l.�J I i s a� t 1 I © 6d 8d 6d 8d 6d6d UCTtlp+4 ---------- V �R�!PRQ, a�- s2ss4PE o a o as It 6d 6d 6d 6d 6d Bd OREGON foo a I ► l I ► � I I � 9d � 9Qq��6C11 rri �a oa a I EXPIRES 12131/15 I I I THESE DRAWINGS ARE THE PROPERTY OF PIONEER I I I M ENGINEERING LLC AND ARE Jill NOT TO BE USED OR IIIIi ( { I REPRODUCED IN ANY MANNER [ EXCEPT WITH THE PROPER Queen/Queen QueenlQueen QueenlQueen QueenlQueen overs' ueen/Queen Oversiz QueenlQueen ` Queen/Queen PIONEER NENGINEERIN L P10NEER ENGINEERING 1 -LC. Guestroom I Gtumbwm ( Guestroom Guestroom Guestroom I Guestroom ( Accessible Guestroom Revision Schedule 202 i 204 ` 206 208 i 210 f 212 i 214 Rev. # Revision Date /'+ 12'-6112" V a — b DATE: 06/2912015 l j I 1w ' FELE NAME: 12'- 91/4" 12' - 6" 25 - 0" 1w 25' - 0" 25' - 0" 12' 83/4" DRAWN BY. DKC CHK'D BY: ARC 1 2 3 A1.3 4A1.3 A7 3 W.O. NUMBER: 113'-0" 14-441 SHEET NUMBER: 2 2nd Floor Plan 'il8" = 't'-0" A1,1 -etct, �a�t ��' O�- Origi lto bmitt3l- Pioneer Sheet Index SHT. 4 Sheet Name A1.1 1 st & 2nd Floor Pian A1.2 3rd Floor Plan A1.3 Enlarged floor Pians A2.1 South & East Elevations A22 I North & West Elevations EE N l EB 12'-8314" EBz Co 1w 1w ( a W E � Wi ® z Zm Z VIEW Z.2 astrovm Kin Gusstroom i� 109 Kin Guestroom 111 z � EB-- W W, c -o Cl , 7, Imo• I I z 0 D �u L s a Z P u� wZ ® 6d 6d ® W (3 til NONE LL EB a N C CU Fir ca _®-4Ny I CL 1 Kin Accessible><- m� 0 0 ' Stairs LL U- - S02 -------- r-'' N A1.3 25'-0" 12'-83/4" 7 1 2 3 4 6 7 12'-9 VIC 12-6" 25'-0" 25'-0" 25-0" 12'-8314" 1w 1w 1w 1w 1w 1w 1w BIENNIUM coo o 'co Linen StoLuge L32 Ki Guestroorn Vjng Guesboom Mn Guesw" K'In Guestroom Kin Guestroom iGn Guestroom Kin Guestroom �: Q is 201 203 205 207 209 211 213 �"'" 0 " M Stairs N Sol 4v+► `. � J l�� I 1 \-� ��.J I I �J l.�J I i s a� t 1 I © 6d 8d 6d 8d 6d6d UCTtlp+4 ---------- V �R�!PRQ, a�- s2ss4PE o a o as It 6d 6d 6d 6d 6d Bd OREGON foo a I ► l I ► � I I � 9d � 9Qq��6C11 rri �a oa a I EXPIRES 12131/15 I I I THESE DRAWINGS ARE THE PROPERTY OF PIONEER I I I M ENGINEERING LLC AND ARE Jill NOT TO BE USED OR IIIIi ( { I REPRODUCED IN ANY MANNER [ EXCEPT WITH THE PROPER Queen/Queen QueenlQueen QueenlQueen QueenlQueen overs' ueen/Queen Oversiz QueenlQueen ` Queen/Queen PIONEER NENGINEERIN L P10NEER ENGINEERING 1 -LC. Guestroom I Gtumbwm ( Guestroom Guestroom Guestroom I Guestroom ( Accessible Guestroom Revision Schedule 202 i 204 ` 206 208 i 210 f 212 i 214 Rev. # Revision Date /'+ 12'-6112" V a — b DATE: 06/2912015 l j I 1w ' FELE NAME: 12'- 91/4" 12' - 6" 25 - 0" 1w 25' - 0" 25' - 0" 12' 83/4" DRAWN BY. DKC CHK'D BY: ARC 1 2 3 A1.3 4A1.3 A7 3 W.O. NUMBER: 113'-0" 14-441 SHEET NUMBER: 2 2nd Floor Plan 'il8" = 't'-0" A1,1 -etct, �a�t ��' O�- Origi lto bmitt3l- WZ= -00 2 3 4 5 6 7 12'-91/4" 12'-6" 25'-0" 25'-0" 25'-U' 12'-83/4" 0010MRSO 500 r B c — 001 EIB isa Food Prep. ti C 102 ® to King Guestroom 105 i4ng Guestroom 107 King Guestroom 109 Siding ® t# King Guestroom 201 King Guestroom r` Tyvek Drainwrrap Building Or Equivilant Building Paper 203 ttp� 204 Queen/Queen Guestroom h Qv King Guestroom ® rE 518" Type W Gypsum — as QueenlQueen Oversized Guesbwm .o o C 2 3 4 5 6 7 12'-91/4" 12'-6" 25'-0" 25'-0" 25'-U' 12'-83/4" 0010MRSO 500 r Room Schedule c 'B 001 EIB N Food Prep. ti C 102 ® to King Guestroom 105 i4ng Guestroom 107 King Guestroom 518" Type W Gypsum 2x6 Studs 16"o.c. 518" Type W Gypsum 2x6 Studs 167o.c. Siding Tyvek Dradnwrrep Building Or Equnrilant Building Paper Wail Sheating Per Shear Way Plan Exterior Wall Resilient Channel 518" Type W Gypsum Interior Partition Wall 518" Type x Gypsum 2x6 Studs 16"oc Exterior 1 hr Wall W uj UL0 M tY ED N 518" Type W Gypsum L 4 _© ILL 1 hr Interior Barrier Wall " M GH .... E21mam 0 N —w ---- w — N H i I I mmi a 12'-91/4„ 12'-6" 25'-0" 25'-0" 25'-0" 12"-8314" 518" Type 7C Gypsum 518" Type W Gypsum 518" Type W Gypsum 2 3 5 6 7 518" Type'X' Gypsum 113' - 0" 2x6 Studs 16"o.e 2x4 Studs IVVe 3jrd �R�% Plan 88rr Room Schedule Number 'B 001 EIB N Food Prep. 101 C 102 ® to King Guestroom 105 i4ng Guestroom 107 King Guestroom 109 Siding ® t# King Guestroom 201 King Guestroom 202 Tyvek Drainwrrap Building Or Equivilant Building Paper 203 ttp� 204 Queen/Queen Guestroom h Qv King Guestroom ® rn 518" Type W Gypsum ® as QueenlQueen Oversized Guesbwm .o o C Yap Sheatmg Per Shear Wall Pian ® 4 "Q tGng Guesbmm Z � 213 Icing Guestroom 214 Queen/Queen Accessible Guestroom E8 W 302 ® cc C3 ti ti m King Guestroom 304 QueenfOueen Guestroom 305 ® o Exterior 1 hr Wall W uj UL0 M tY ED N 518" Type W Gypsum L 4 _© ILL 1 hr Interior Barrier Wall " M GH .... E21mam 0 N —w ---- w — N H i I I mmi a 12'-91/4„ 12'-6" 25'-0" 25'-0" 25'-0" 12"-8314" 518" Type 7C Gypsum 518" Type W Gypsum 518" Type W Gypsum 2 3 5 6 7 518" Type'X' Gypsum 113' - 0" 2x6 Studs 16"o.e 2x4 Studs IVVe 3jrd �R�% Plan 88rr Wall Key Room Schedule Number Name Comments 001 Checkin 002 Food Prep. 101 King Guestroom 102 King Aocessibte 103 King Guestroom 105 i4ng Guestroom 107 King Guestroom 109 King Guestroom 111 King Guestroom 201 King Guestroom 202 QueenlQueen Guestroom 203 King Guesbwm 204 Queen/Queen Guestroom 205 King Guestroom 206 QueenlQueen Guestroom 207 King Guestroom 208 QueenlQueen Oversized Guesbwm 209 King Guestroom 210 QueenlQueen Oversized Guestroom 211 tGng Guesbmm 212 Queen/Queen Guestroom 213 Icing Guestroom 214 Queen/Queen Accessible Guestroom 301 King Guesirwin 302 Queen/Queen Guestroom 303 King Guestroom 304 QueenfOueen Guestroom 305 King Guestroom 306 QueerdQueen Guestroom 307 King GuesbWm 308 Queen/Queen Oversized Guestroom 309 King Guestroom 310 QueenlQueen Oversized Guestroom 311 King Guestroom 312 Queen/Queen Guestroom 313 King Guesbwm 314 QueeNQueen Accessible Guestroom E01 Elec. L01 Lobby L02 Laundry L82 Linen Storage LS3 Linen Storage M01 jMech./ Riser R01 I Unisex Rest, Wall Key Door Schedule Detail Type Mark Width Height Description Fire Rating Quantity 1d 3'-0" 6'-W 2 2d 3'-0" 6'-8" 6 3d 3'-0" 6'-8" 1 4d T-0" 6'-8" 2 5d 3'- 0" 6' - 8" 35 6d 2'-8" 6'-8" 32 7d 3' - 0" V-8" 60 Min. 2 8d T - 0" W-8" 60 Min. 6 9d 3'-0" 6'-8" 3 11d 3'-6" T-0" 1 12d T-6" 7'-0" 1 Grand total: 91 Wall Key Window Schedule Detail Type Mark Height Width Description Fire Rating Quantity 1w 5'-0" 4'-6" 35 2w 5'-0" 4'-8" 1 3W 4'-0" 3'-0" 8 4w V-0" 3'- 0" 60 Min. 2 5w 4'-0" 4'-0" 1 Grand total: 47 Wall Key Framing Detail NOTES: EMMM 2x6 Studs 16"o.c See Sht. A1.2 Exterior Wall ® 2x6 Studs 16"o.c. Exterior 1 hr Wall ® 2x6 Studs 16"oc. Interior 1 hr Partition Wall 2x6 Studs 16"o.c. Interior 1hr Fire Barrier Wall an= 2x6 Studs 16"o.c. Interior Unrated Wall 2x4 Studs 16"o.c. Interior Unrated Wali -t J C00 _-, z C'4 " 2x6 Interior Unrated Wall Unrated 2x4 Interior Wall CL Cl) Typical WallFraming Details 9� UCTUq�< n PROFFs 629$4PE y Y,. �-oJ, OREGON Ak CL EXPIRES 12131/15 THESE DRAWINGS ARE THE PROPERTY OF PIONEER ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF PIONEER ENGINEERING LLC. Revisiion Schedule Rev. # Revision Date DATE: 06/29/2015 FILE NAME: ff }} DRAWN BY. DKC W1 CHWD BY: ARC T��-^ P AS—D i W.O. NUMBER: St- - ?\tk n -T-e ntoAl V6 14-441 . C Pmt SHEET NUMBER: Al .2 Da- Received; jUN 3 0 2015 tC0Y10 LOCIgC' 1, 0 11 I Elev PL 3'-6314" 3FL PL 3rd F.F. -11 112" 2nd F.F )' - 5118" Q Z 114 —PI t Elevation 1'-0" 629MPE f -], OREGON moo Ak cIt 10 EXPIRES 12131/15 THESE DRAWINGS ARE THE PROPERTY OF PIONEER Znd F. V ENGINEERING LLC AND ARE NOT TO BE USED OR - 5 118" REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF PIONEER ENGINEERING ILC. Revision Schedule Rev. # Revision Date DATE: 06/29/2015 FILE NAME: )or Plan � DRAWN BY: DKC —0" V CHKD BY: ARC W.O. NUMBER: - 4A AA4 UMBER14-441 SHEET NUMBER: 6\41) A2.2 "NP21S- DOW] � tie, Ptctx� ��Q,rt-tLt-tilrt.� p� t5' �� JUN 3 0 2015 .» ..,. ......e,t r%.,g,.. 7.Cl—t UWA ® NJ r JCD Z ® � r CIO W Ca r A r EB U1 r a: I ® Z C IL ORN ma Z 0 c zQ EL CL EB Z M ® LU m ® m W ¢ ED w Lu� ® Z wL 0Z ®t3 �F E9 IL d Q Z 114 —PI t Elevation 1'-0" 629MPE f -], OREGON moo Ak cIt 10 EXPIRES 12131/15 THESE DRAWINGS ARE THE PROPERTY OF PIONEER Znd F. V ENGINEERING LLC AND ARE NOT TO BE USED OR - 5 118" REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF PIONEER ENGINEERING ILC. Revision Schedule Rev. # Revision Date DATE: 06/29/2015 FILE NAME: )or Plan � DRAWN BY: DKC —0" V CHKD BY: ARC W.O. NUMBER: - 4A AA4 UMBER14-441 SHEET NUMBER: 6\41) A2.2 "NP21S- DOW] � tie, Ptctx� ��Q,rt-tLt-tilrt.� p� t5' �� JUN 3 0 2015 .» ..,. ......e,t r%.,g,.. 7.Cl—t UWA ----------------- Site Lighting Plan 1" = 10'-0" nV, LoPm "IN P2k5-00a1 31�c Pld.n T2ntuiiv-e,,, F>e.\cL PrLA� Fg �t"o of 1b Lighting Fixture Schedule Type Mark Fixture Type Description Fixture Height Quantity LED20W 120-277V 1 XTOR2A PC1 BRZ 5000K 120V 8'- 0" 7 PHTO CNTL 50W XTOR 2 XTOR5A PC1 BRONZE 5000K 16' - 0" 3 FULL CUTOFF 120VPC Grand total: 10 jUN 3 0 2015 m ,*1 w U)0 O "C z 3;. z0 C%4 �U) Revision Schedule Rev. # I Revision Date DATE: 06/29/2015 FILE NAME: . DRAWN BY: CHK'D BY: W.O. NUMBER: SHEET NUMBER: E1.1