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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/5/2012LEGEND -mw • mom mom • • PROPERTY BOUNDARY UGU EXISTING UNDERGROUND UTILITIES DW— EXISTING DOMESTIC WATER LINE FL EXISTING FIRE LINE ,,Wy, EXISTING FIRE HYDRANT @ EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT SITE DATA PROPOSED IMPERVIOUS SURFACE = 20,540 SQ. FT. PROPOSED PLANTING AREA ASSOCIATED WITH PARKING = 3,772 SQ. FT. PROPOSED CUT = 790 CU. YD. PROPOSED GRANULAR FILL = 595 CU. YD. SITE REVIEW MODIFICATION FOR RICHARDSON SPORTS S.E.i /4 SEC-15, T.17S, R,3 W. W.M. TAX LOT 600 SPRINGFIELD, LANE COUNTY, OREGON 5W.- 50P 0 501 loot GENERAL, NOTES: ost 24 S D EXISTING STORM DRAINAGE SYSTEM 1. PROPERTY IS ZONED CAMPUS INDUSTRIAL (CI). WITHIN 100 FT. OF THE AREA OF EXISTING CATCH BASIN ALL PROPERTIES EXISTING CURB INLET DEVELOPMENT ARE ZONED Cl. 0 OHE EXISTING OVER HEAD ELECTRIC LINE 2. EXISTING PUBLIC AND PRIVATE UTILITIES ARE . . . . . . . . ..... SHOWN AND ARE BASED UPON A PDF FILE C:::>-•o EXISTING STREET LIGHT (Exhibit—A—Shorewood—s*te—detail—areas4 —comp ssed- [I VR EXISTING SITE LIGHTING for—signature2012-03-27) PROVIDED BY CITY OF VICINITY MAP SPRINGFIELD. PROPOSED PRIVATE UTILITIES ARE SHOWN EXISTING POWER POLE NTS ON SHEET 02.0 & 02.1. EXISTING TREES 3. ELEVATIONS ARE BASED UPON A PDF FILE EXISTING (Exh ibit-A—Shorewood—site—detail—areas4— compressed — 28.0of DRIVE —signature2012-03-27) PROVIDED BY CITY OF 100.0. for EASEMENT SPRINGFIELD. A CATCH BASIN GRATE IN THE SOUTHEAST DRIVEWAY. ELEVATION = 420.62. END OF 4. LTD FACILITIES NEAR THE SITE AS SHOWN. . ...................... EXISTING STREET 111111iiiiiijill ISTING 1 5. THERE IS SIGNIFICANT VEGETATION ON SITE. MOLE ISLAND RD. X --xTIR HYDRANT NT IMPACT OF VEGETATION FOR SOUTHEAST PARKING AS FUTURE PARKING EXISTING DOUBLE CHECK el-00" SHOWN. NO SIGNIFICANT VEGETATION IS IMPACTED IN 57 SP 9 X 18' & WATER METER NORTHEAST PARKING AREA. ' FUTURE EXISTING FUTURE RiO EXISTING WALK TO TREE LINE 24.0 DRIVEWAY , BE REMOVED 6. FIRE HYDRANTS ARE LOCATED AS SHOWN. _D -77 10 FL C EXISTING U HIM ka t. tUlL I TVU ON THIS N ARE Ul rAL13 31LI I 5 6f CLAY LOAM, NEWBERG FINE SANDY LOAM, MALABON SILTY CLAY LOAM AND NEWBERG LOAM. FUTURE PARKING Z-430.6t EXISTING 42.8 7- 5' SIDEWALK 8. THE :SITE DIES BETWEEN THE 5 & 10 YEAR TIME I EXISTING PROPOSED PARKIN OXIMATELY 1000 FEET FROM G TO REMAIN PROPOSED PARKING OF TRAVEL AND IS APPR' FLOWERING PEARS 43 SP 9' X 18' V) EXISTING 10 SP 9' X 18' EACH. THE LINES CAN NOT BE SHOWN ON THE MAP AT 8- "'10' WASTEWATER THIS SCALE. • SYSTEM 'Al 1/2 'lu v 6 PROPOSED 5 co EXISTING ti AT GRADE =7 POWER POLE WAKWAY CONSTRUCTION NOTESWALKWAY 24.0' 1 • LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. EXISTING P CONTRACTOR SHALL HAVE SERVICING UTILITIES FIELD EXISTING 10' DS LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR F I SHRUB BE WALKWAY SHALL FOLLOW ALL REQUIREMENTS OF OAR EXISTING 8 1, 10 2 1 Cv "A EXISTING 4 952-001-0010 THROUGH 952-001-0090. ONE CALL SWALE PROPOSE 24.0 T EXISTING BUILDING PLANTER PHONE NUMBER 811. N% j. S2 Cl- FIRE HYDRANT 'z 'A W V) ADDITION f --1 24.0' r-- laq CL EXISTING 2, THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS EXISTING PLANTE P WHERE SUBBASE COMPACTION DOES NOT MEET THE DECIDUOUS REQUIRED STANDARD SPECIFICATIONS, AS DETERMINED BY X FIELD INSPECTION AND TESTING. THE CONTRACTOR SHALL TIT TREES 1 6 EXISTING PARKING 1.00 PROP OVEREXCAVATE AT 6" BELOW SUBGRADE, LAY APPROVED cz -12 3 11 9 9 ED 51 TOTAL 51 SP 1000), GEOTEXTILE FABRIC AND COMPACT GRANULAR BACKFILL — --- 8 AT DE WAL WAY MSTING BUILDING MATERIAL. CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT " GEOTECHNICAL PROFESSIONAL. 24 SD ==::-12 SD 12 SD,. 12 'ISD ' 1 3. REQUESTS BY THE CONTRACTOR FOR CHANGES TO C> EXISTING EDGE EXISTING LTD FACILITY THE PLANS MUST BE APPROVED BY THE CONSULTING OF PAVING ENGINEER AND THE OWNER BEFORE THE CHANCES ARE IM PLEMENTED. 4. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE EROSION OF 68.0# DISTURBED GROUND DURING THE CONSTRUCTION ACTIVITY. EXISTING PARKING ;/I; I RA THE PRACTICES SHALL COMPLY WITH THE OREGON i TOTAL 37 SP rz s i f , DEPARTMENT OF ENVIRONMENTAL QUALITY NATIONAL z: POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. L PURSUANT TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. C:l t 5<- 5. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR 7i SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001 —0010 TO 952-001-0090, WHICH INCLUDE f /,.  ..  ; t REQUIREMENTS THAT THE CONTRACTOR HAND—EXPOSE (POT—HOLE) UNDERGROUND FACILITIES AND USE u z I ! 0 REASONABLE CARE TO AVOID DAMAGING THEM. > 12"SD 04 w E4 A PROVIDE DUST CONTROL AT ALL - TIMES. V656.4 L 1 164.5 - SHEET INDEX L-) © 00 SHEET C -1 0 D Received: 000C lz 10 cc r4 uj UXJ 952-001 —0010 TO 952-001-0090, WHICH INCLUDE f /,.  ..  ; t REQUIREMENTS THAT THE CONTRACTOR HAND—EXPOSE (POT—HOLE) UNDERGROUND FACILITIES AND USE u z I ! 0 REASONABLE CARE TO AVOID DAMAGING THEM. > 12"SD 04 w E4 A PROVIDE DUST CONTROL AT ALL - TIMES. V656.4 L 1 164.5 - SHEET INDEX L-) © 00 SHEET C -1 0 D Received: 000C lz 10 0 a$ 4 2  V) 0 C3 pod rNW4 952-001 —0010 TO 952-001-0090, WHICH INCLUDE f /,.  ..  ; t REQUIREMENTS THAT THE CONTRACTOR HAND—EXPOSE (POT—HOLE) UNDERGROUND FACILITIES AND USE u z I ! 0 REASONABLE CARE TO AVOID DAMAGING THEM. > 12"SD 04 w E4 A PROVIDE DUST CONTROL AT ALL - TIMES. V656.4 L 1 164.5 - SHEET INDEX L-) © 00 SHEET C -1 0 D Received: 000C lz 10 __j C) 2  V) 952-001 —0010 TO 952-001-0090, WHICH INCLUDE f /,.  ..  ; t REQUIREMENTS THAT THE CONTRACTOR HAND—EXPOSE (POT—HOLE) UNDERGROUND FACILITIES AND USE u z I ! 0 REASONABLE CARE TO AVOID DAMAGING THEM. > 12"SD 04 w E4 A PROVIDE DUST CONTROL AT ALL - TIMES. V656.4 L 1 164.5 - SHEET INDEX L-) © 00 SHEET C -1 0 D Received: 000C lz 10 GRADING LEGEND - EXISTING FLOW DIRECTION PROPOSED FLOW DIRECTION S =2.00% PROPOSED SLOPE AC ASPHALT ELEVATION AC/CONC. ASPHALT CONCRETE BW BACK OF WALK EX AC EXISTING ASPHALT ELEVATION EX GRATE EXISTING CATCH BASIN FL GRATE EXISTING ELEVATION EX SW CJ EXISTING SIDEWALK ELEVATION < 7t > PAVING CONSTRUCTION NOTES LIGHTING CODES 2. CONST EXTRUDED CURB. AS PER DETAIL. REFER TO SHEET J B C- -2.2. INSTALL OLDCASTLE N09 ELECTRICAL BOX 3. CONST WHEEL STOP AS PER DETAIL. REFER T0 SHEET C -1.3. N INSTALL (N) NUMBER (G) TYPE THWN WIRES 15. CONST 3" AC OVER 10" CRUSHED ROCK PER DETAIL. REFER TO SHEET C -2.2. S INSTALL SIZE (S) SCHEDULE 40 PVC ELECTRICAL 40. CONST 4" CONCRETE OVER 1" CRUSHED ROCK. CONDUIT. 80. SAWCUT AND REMOVE EXISTING AC, AND CURB TO CUT LINE. 400 INSTALL 40OW METAL HALIDE FIXTURE ON 30' 81. SAWCUT AND REMOVE EXISTING SIDEWALK TO CUT LINE. M N ROUND STEEL POLE WITH 36" CONCRETE FOUNDATION 82. ADJUST EXISTING CLEAN OUT COVER TO MATCH NEW AC GRADE. 91. PAINT 4" WIDE STRIPE 'TRAFFIC WHITE'. 5 INTERCEPT EXISTING CONDUIT LEGEND S --- mom • mum qm ' • • w -- • -- PROPERTY BOUNDARY UGU rc EXISTING UNDERGROUND UTILITIES 1 DW— EXISTING DOMESTIC WATER LINE FL EXISTING FIRE LINE SOALE 1`10' CJ EXISTING FIRE HYDRANT 10' 0 10' 20' @-8"WW- EXISTING WASTEWATER SYSTEMf' Q EXISTING CLEANOUT Q-24 "SD EXISTING STORM DRAINAGE SYSTEM k 4 EXISTING CATCH BASIN EXISTING SITE LIGHTING 6 -Y' . „ :+ . .... f ,,..._ -. -- -""""". _ ___ ,..« .. . _  _.  :•._ :.. w.. __: w.. : . : :..:------ r..__.__..........-- ---- -- --- }-- PROPOSED SITE LIGHTING LXND _..._.. 1 t N Lq i rrr +tw • arwrr •wrrrtrrr• • •wrwr    wrrrrw•r • rrr •rrr • rrrrriw sir • wrrirr rirww•wiw • r •rrrrnrr • r• wrr••r • rrwrtt wrrr • •rrr anw•t • rrw r • n a • rrnrr a • it i4 a s 1 1 a ck o _ w w 6 "WW  o= F J _ 5 , Z, Cn fi N I 1 l I 3 3"DW- ---- -- "DW- 1 1 0 "F 10 "F=11- -- ----- 10F t uj 00 1 " cv w EXISTING SIDEWALK 8 426.62 35 LF 427.15 TO BE REMOVED RAT 80 81 EX CURB 427.89 i 2 C-- ------ _ MATCH EX AC EX G E Q , MATCH EX AC " 6 ( 40 40 SF o 6 wIV- ---- -- } S=1.70% _ CUT LINE S =1.70 EXISTING SIDEWALK TO BE REMOVED . CUT LINE  s 4 S 3,515 SQ. FT. 1 a } ° 427.89 i co ; t AC v, 80 CUT LINE 9 TYP. I  a 81 91 .1 f 82 9.00' + ,..., ¢ C x r W r 80 `. 41 LF 41 LF r  o 2 2 T t i 427.48 AC CONC. _ 0 427.34 427.62 _ TAPER LAST 3' OF off° o AC /GONG. -- 427.89 AC CQNC. AC /CQNC. Y CURB TO MATCH WALK °• s j TAPER LAST 3 OF o , a sir CURB TO MATCH WALK o MATCH F---a cn EX BW i t cr _ m t .. .._ ........ _.. ..... ...._........+... v...._...,...- ..........._..... ...e. ... « -.. . «. .. .r ... _a. .. ... ........ r .w ..+ ..+.ww ..e.... ,.......,.r .•......+ -. ..- ..........,E...... +....... . ............... .. r.. a. ... w r.« +... ........ ..,.. ....w .0 .+......r ........ «.e+wn «.. .....r... .... ».... .. .... .. _..__. _ :R LL //r o Z { r MATCH "Is i \428.33 427.58 10 TYP. 3 427.44 428.72 427.99 EX BW EX BW BW BW BW BW t .. a' 4 ( 00 t r B 4a ul MH 1 000 SQ. Fr. 40 cv } z, T,k'"'.P4..Mx. ..?ei° was," '-;' i '1.`XhT.,+";`..iS1y!• P. , S cnq rc 1 r4') J T,k'"'.P4..Mx. ..?ei° was," '-;' i '1.`XhT.,+";`..iS1y!• P. , I CN r4') J O CJ k 4 rh 6 Wqqss l w z z 0  _w  C I i k 4 6 un 9t1a[ Submittal _ . Y -;-- -- -ice-- -f- II II EXISTING SWALE EXISTING AC  \ PARKING LLJ LL- LL- N II II II III o III Lai IAJ II I II II I II EXISTING I  I 24.00 II II  O ° JB 1" 3 JB \ 400 425.86 1 8 v MH 500 Lf 1425.56 AC 15,670 SQ. Ff. 2 I b(-A- C 426.66 15 425.13 425.13 < 91 AC AC C IIN S`l_2 425.75  24.86 ,°n, S? 1.00% 480 'oa (I EX AC  II MH ( C '  MIN. + + °.'' 80 I 8 NP.  .. 5 8 / . = 409 (I R =5. 1' R 45 426.14 3 .P. 9  \ o 5 TYP. I AC I 91 427.53 90 424.68 N 426.33 R =3.5 AC  6.00  8.00 424.86 GRATE 412 AC  AC R =4.5' \ 1 I IXsAC III 426.72 PROPOSED Q  19  4 19  ,qo / 32.00 I AC2p0 101 425.13 LANE + N AC 3 if 2 \ _ _ _ 4 1YP. 425.13 425.95  3 AC - R =15.0' 100  42 2  200 LF 425.77 5 J8 MATCH EX AC 1 101 355 SQ. FT. 40 424.83 EX GRATE 91 8.00' cq 0 111 F9 G R-9 1'91 % '91 EXISTING HC AMPS f LEGEND -- •- • -- -- • -- --- • -- PROPERTY BOUNDARY yYO EXISTING FIRE HYDRANT ST 24 "SD EXISTING STORM DRAINAGE SYSTEM 0 EXISTING CATCH BASIN • PROPOSED CATCH BASIN EXISTING SITE LIGHTING PROPOSED SITE LIGHTING -OHE  I 428.14 JB AC \ EX GRATE l 427.41 AC I 1 :X AC I I II!, •II III II III II SCALE 1': 20' 20' 0 20' 40' # PAVING CONSTRUCTION NOTES 2. CONST EXTRUDED CURB. AS PER DETAIL. REFER TO SHEET C --2.2. 3. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C --2.2. 15 CONST 3" AC OVER in,, CRUSHED ROCK PER DETAIL REFER TO SHEET C -2 2 40. CONST 4" CONCRETE OVER 1" CRUSHED ROCK. OHE-- ---- -- 42. CONST RAMP W /TRUNCATED DOME DETECTABLE SURFACE. REFER TO SHEET C -2.2 FOR CROSS SECTION. 80. SAWCUT AND REMOVE EXISTING AC, AND CURB TO CUT LINE. 90. PAINT DISABLED PERSON SPACE AS PER DETAIL. REFER TO SHEET C -2.2. 91. PAINT 4" WIDE STRIPE 'TRAFFIC WHITE'. 100_ INSTALL DISABLED PERSON SIGN AS PER DETAIL. REFER TO SHEET C -2.2. s.. .. .',,- s °rP°a1?F;7c: Y  a Cum) ' 0 SHEET C -2.2. j '` •, • r S 409.. CONNECT TO EXISTING PIPE. I 412. CONST CATCH BASIN AS PER DETAIL. 9 484. CONST 8" STORM DRAIN PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS. ( iea NtVN cn 0°n'< J B INSTALL OLDCASTLE N09 ELECTRICAL BOX 1 w N INSTALL (N) NUMBER (G) TYPE THWN WIRES r '7. , o CONDUIT. 400 INSTALL 40OW METAL HALIDE FIXTURE ON 30' c7 0 1 FOUNDATION a 5 INTERCEPT EXISTING CONDUIT GRADING LEGEND 0 w EXISTING FLOW DIRECTION U PROPOSED FLOW DIRECTION S =2.00% PROPOSED SLOPE AC ASPHALT ELEVATION r. 0 s.. .. .',,- s °rP°a1?F;7c: 101. INSTALL DISABLED PERSON W %VAN ACCESSIBLE SIGN AS PER DETAIL, REFER TO ' 0 SHEET C -2.2. j '` •, 4. r S 409.. CONNECT TO EXISTING PIPE. I 3 of tc paS 101. INSTALL DISABLED PERSON W %VAN ACCESSIBLE SIGN AS PER DETAIL, REFER TO SHEET C -2.2. j ST CONSTRUCTION NOTES d S 409.. CONNECT TO EXISTING PIPE. I 412. CONST CATCH BASIN AS PER DETAIL. 9 484. CONST 8" STORM DRAIN PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS. LIGHTING CODES J B INSTALL OLDCASTLE N09 ELECTRICAL BOX 1 N INSTALL (N) NUMBER (G) TYPE THWN WIRES INSTALL SIZE (S) SCHEDULE 40 PVC ELECTRICAL CONDUIT. 400 INSTALL 40OW METAL HALIDE FIXTURE ON 30' H ROUND STEEL POLE WITH 36" CONCRETE FOUNDATION 5 INTERCEPT EXISTING CONDUIT GRADING LEGEND w EXISTING FLOW DIRECTION PROPOSED FLOW DIRECTION S =2.00% PROPOSED SLOPE AC ASPHALT ELEVATION r. 0 EX AC EXISTING ASPHALT ELEVATION EX GRATE EXISTING CATCH BASIN --- GRATE ELEVATION {ti GRATE PROPOSED CATCH BASIN t = w GRATE ELEVATION ii } z NOTES: a ; 1 1. EXISTING STORM, WASTEWATER, WATER SYSTEMS AND UTILITIES ARE BASED UPON PDF FILE (Exhibit_.A,-Shorewood- site- detail_areas4- compressed- for-- signature2012-- 03 -27) _ PROVIDED BY CITY OF SPRINGFIELD AND SITE OBSERVATION. 0 n 1 0 2. ADA PARKING SPACES SHALL BE CONSTRUCTED WITH SLOPES IN ALL DIRECTIONS AT ; 2.00% OR LESS. SEE DETAIL SHEET C -2.2. W  a  ijjtt dam.. 1 3 of tc paS w r. 0 '^ z a w ice. \ z 0 0 a dam.. SURFACE AS PER PLANS TOPSOIL MATERIAL LANDSCAPE AS PER PLANS EXTRUDED CONCRETE CURB CLASS 3000 — 1/2" CONCRETE. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL BEFORE APPLYING EPDXY. SURFACE AS PER PLANS 6 *-6" \N ` \f \` \` \fir \ or EXTRUDED CONCRETE CURB DETAIL N.T.S. 6.0 3.5 vv NOTE: WHEEL STOP IS TO BE 6' IN WIDTH EXTRUDED CONCRETE WHEEL STOP CLASS 3000 — 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND FREE FROM FOREIGN MATERIAL BEFORE APPLYING EPDXY. '1777777777 WHEEL STOP DETAIL N.T.S. 2" GALVANIZED 2" GALVANIZED CAP CAP EXISTIN S=1.5C PARM WITH DMV. DISABLED PSW ONLY TOWING UM)ER V ORS 81162D AND FINE , UP TO $450 UNDER ORB K615 VAWACCMMLE 12" X 16" SIGN 12" X 16" SIGN WHITE BORDER WHITE BORDER ON BLUE BACKGROUND ON BLUE BACKGROUND WITH WHITE LETTERING WITH WHITE LETTERING AND SYMBOL AND SYMBOL 2" ROUND 2" ROUND GALVANIZED GALVANIZED POST THREADED POST THREADED ON ONE END ON ONE END co) r--z 2" GALVANIZED COUPLER SET IN CONCRETE SURFACE PER PLAN 18" CONCRETE 2" ROUND GALVANIZED POST THREADED ON ONE END POLE MOUNTED ADA SIGN DETAIL N,T.S. 2" GALVANIZED COUPLER SET IN CONCRETE SURFACE PER PLAN 18° CONCRETE 2" ROUND GALVANIZED POST THREADED ON ONE END POLE MOUNTED ADA W/VAN ACCESSIBLE SIGN- DETAIL N,T.S. SURFACE AS BIKE PROOF, HEAVY DUTY PER PLANS TRAFFIC GRATE TO SUPPORT AASHTO H25 LOADS T SEDIMENT TRAP 12 MIN LID MIN 24" SQUARE 10 GA. STEEL CATCH BASIN WITH 24" SUMP. ASPHALT COATED INSIDE OUTLET PIPE AND OUT. ELEVATION PER PLAN MIN. BLUE BACKGROUND PROVIDE SMOOTH LEVEL COMPACTED CRUSHED ROCK FOR BASE OF CATCH BASIN STRUCTURE CATCH BASIN DETAIL N.T.S. 15 JS —5.0 e% CONCRETE WALK PER PLAN TRUNCATED DOME DETECTABLE SURFACE RAMP DETAIL N.T.S. Ie sl KEYED NOTES 3 " ASPHALT PAVING— Of 3" C MIX SINGLE LIFT i \f 10- (MIN.) CLEAN, GRADED AND COMPACTED STONE (NO SLAG). WELL—DRAINED SUB—GRADE 40 TO BE APPROVED BY GEOTECHNICAL PROFESSIONAL. NOTE: SUBGRADE TO BE PROOF ROLLED PRIOR TO PLACING CRUSHED ROCK. ALL AREAS WHERE SUBBASE COMPACTION DOES NOT MEET GEOTECHNICAL PROFESSIONAL SPECIFICATIONS SHALL BE OVEREXCAVATED AT 6" BELOW SUBGRADE. APPROVED GEOTEXTILE FABRIC (LINQ GTF OR EQUIVALENT) SHALL BE PLACED ON SUBGRADE AND BACKFILLED WITH CRUSHED ROCK. PAVEMENT SECTION N.T.S. AC SURFACE PER PLAN DISABLED PERSON SIGN PER PLAN 60" MIN. (96" MIN. FOR VAN 9 4" WHITE PAVEMENT ACCESSIBLE LOADING) STENCIL NOTE: VHITE BORDER CONTRACTOR SHALL INSURE THAT SPACES DO NOT EXCEED A SLOPE OF 2% IN ANY DIRECTION DISABLED PERSON PAVEMENT MARKING DISABLED PERSON PARKING DETAIL N.T.S. N.T.S. SIDEWALK PER PLAN rE STRIPE 312:. _-AMPM%ftMN O Z5 ct bz te 'E rwmf Cy C> 00 z 0 312:. _-AMPM%ftMN Z5 ct wee ESCP CONSTRUCTION NOTES. 0 GENERAL SITE INFORMATION cm 1 TYPE OF DEVELOPMENT: CAMPUS INDUSTRIAL WITH PRIVATELY OWNED CIO 1. Prior to any ground disturbance on the site one inspection with LDAP staff is required. Issuance of this plan does not relieve AND MAINTAINED PARKING AND STORM DRAINAGE SYSTEMS. C/1 the permit holder and or the contractor from all other permitting requirements. Prior to beginning construction activities, all C1 other necessary approvals shall be obtained. 2. CONSTRUCTION ACTIVITY WILL CONSIST OF: PRIVATE AC PARKING, SIDEWALK, LIGHTING AND STORM DRAINAGE SC4LE.- 1 J=80 2. The erosion and sediment control measures shown on the plan are the minimum requirements for anticipated site conditions. SYSTEM. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that 3. PROPOSED CONSTRUCTION SCHEDULE: 801 80 0 160 sediment and sediment–laden water does not leave the site. BEGINNING DATE: AUGUST 2012 0 COMPLETION DATE: FEBRUARY 2013 3. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment 0 control measures is the responsibility of the permit holder and or the contractor until all construction is completed and 4. DEVELOPMENT AREAS TOTAL AREA: 0.54 ACRES 00 k1m, accepted and vegetation landscaping is established. PERCENT OF AREA DISTURBED 100% SITK CUT = 790 CU. YD. 4. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to GRANULAR FILL = 595 CU. YD. 61 construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the permit holder and or the contractor for the duration of construction. 5. SOIL TYPES ON THIS SITE ARE CHEHALIS SILTY CLAY LOAM, NEWBERG w FINE SANDY LOAM, MALABON SILTY CLAY LOAM AND NEWBERG LOAM. r. w 5. The erosion and sediment control measures on active sites shall be inspected and maintained daily and within the 24 hours 0 > after any storm event of greater than 0.5 inches of rain per 24 hour period. Measures shall be inspected by the permit holder M and or the contractor after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments shall C4 be made immediately. The erosion and sediment control measures on inactive sites shall be inspected a minimum of once 2 every two (2) weeks or within 48 hours following a storm event. I AIIJI 6• All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain in C) CONSTRUCTION NOTES VICINITY MAP 129 place until permanent re–vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or NTS replaced immediately. 176. CONST SEDIMENTATION CONTROL SILT FENCING PER DETAIL. 7. Any areas of exposed soils, including roadway enbankments, that will not be disturbed for two days during the wet season 177. INSTALL BIO—BAGS AT CATCH BASIN OPENING, PLACE BALES AS (October 1 to April 30) or seven days during the dry season (May 1 to September 30) shall be immediately stabilized with an PER DETAIL. approved ESC method (seeding & mulching with straw, bark, compost, or plastic covering, etc.). 178. CONSTRUCT CONCRETE WASHOUT AREA. 8. Street sweeping shall be performed as needed or when directed by the City inspector to ensure public fight–of–ways are kept clean and free of debris. Street flushing is prohibited. THREE LAYERS MIN. STAKE PLASTIC 01' O.C. 10 MIL PLASTIC 9. When trucking saturated soils from the site, either water–tight trucks shall be used or loads shall be drained on site until dripping TO GROUND TO ENCLOSE has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the storm water system WASHOUT 10. Extracted ground water from excavated trenches shall be disposed of in a suitable manner without damage to adjacent property, LEGEND C114 City's storm water system, water features, and related natural resources. Approval of a dewateriing system does not guarantee that it EXISTING CATCH BASIN AND OR will meet compliance or be acceptable for use in all situations. Modifications to the dewateriing system will be required if compliance 105 CHANNEL DRAIN can not be met. At no time will sediment laden water be allowed to leave the construction site. E3 PROPOSED CATCH BASIN NOTE- —10 11. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all WASHOUT SHALL BE we conditions shall be maintained at all times on the construction site. EXISTING DRAINAGE PATTERN CLEANED AND REPAIRED AS NECESSARY TO 12. No hazardous substances, such as paints, thinners, fuels and other chemicals shall be released onto the site, adjacent properties, PROPOSED DRAINAGE PATTERN PROTECT AGAINST SPILLS or into water features, the City's storm water system, or related natural resources. AND LEAKS. 13. The ESC facilities shall be inspected daily be the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during SAND BAGS STACKED the dry season (Mayl to September 30). 2' HIGH. LINE WASHOUT WITH THREE LAYERS MIN. ]U MIL. PLASTIC IV COMPLETELY ENCLOSE WASHOUT N 0 ?C% % n CONCRETE WASHOUT DETAIL N.T.S. 01,1111 o,III 177 'NA 1 7 177 r _ SUPPORT POST 10' O.C. 2 x 2"X 5 DOUGLAS FIR SEDIMENTATION CONTROL FABRIC, OR APPROVED EQUAL. AMOCO 2122 OR APPROVED EQUAL. SECURE FABRIC TO POST WITH TIE INSURE POST ITESTABLE AND CAN SUPPORT NCE. WIRE AT TOP, CENTER, AND BOTTOM 342 LF IOF POST. 176 L 177 ,f,___._ g I M I 77 92 EXISTING BUM PROTECTED DING DOWNSTREAM DISTURBED GROUND DUE TO ONSITE CONSTRUCTION. i1` BACKFILL BOTTOM 6" OF FABRIC WITH CFU 178 NATIVE TOPSOIL. MINIMIZE DISTURBANCE OF SILT DURING REMOVAL OF FENCE. SEDIMENTATION CONTROL FABRIC TYPE SILT FENCE NTS CATCH BASIN OR AREA DRAIN COMPLETELY SURROUND BASIN W/BIO-BAGS INLET PROTECTION DETAIL NTS 5 of 10 PQ%S C)dginal Submittal Cam) cm 04 CIO cc C/1 a: X LU C1 a) eq A i:4 Cn 0 bn 0 0 Z Z 8 06 w C)dginal Submittal WIM-1- cm 04 CIO cc a: X LU C1 C)dginal Submittal 04 o C1 V) CN 0 Z a w Z w w 0 > 0 M C4 2 C)dginal Submittal i • tr .. e', • i s f H riwirr. 6 1 Jp. v 1; •lam ! ' . ` ; •; j v RJ [` }  4 / /./ ! Y +'''} {7{j (ter• /-, /f ,w}r.` {' 2t •( irY' yi2 • S { 4 Y _ t • ," ` y`t  PLANT LEGEND / INTERIOR PARKING AREAS SYMBOL BOTANNICAL /COMMON NAME QTY SIZE COND Trees ,^ ACRO Acer rubrum `October glory' 8 2 "cal B &B - OCTOBER GLORY RED MAPLE r' Shrubs RGB Berberis thunbergi `rose glow' 5 5 gal coat ROSE GLOW BARBERRY 18 -24" 4—• PH Lonciera nitida 28 2 gal cant PRIVET HONEYSUCKLE 812" f PLO Prunus laurocerasus `otto luykens' 28 3 gal cons OTTO LUYKENS LAUREL 18 -24" SPL Spirea japonica `lime mound' 9 3 gal coat LIME MOUND SPIREA 18 -24" VD Viburnum davidii 44 3 gal coat DAVID'S VIBURNUM 12 -15 Perennials and Ground covers CPB Berberis thunbergii `crimson pygmy' 17 1 gal coat CRIMSON PYGMY BARBERRY 8 -10" EUF Euonymus fortunei `emerald gaiety' 55 I gal cont EMERALD GAIETY EUOYMUS 8 -I0" BLF Festuca glauca `elijah blue' 47 I gat cunt ELIJAH BLUE FESCUE 8 -10" .a.w.mr roo•ueww .w....r wwrr Ir•ri>M nronrrw +M+ow. .....+.w .r+^.M r+....rw ..iwwnLa ..rr,.w...r.rw aurnicarrr woww•n s>arroiwa• """"".r wrunw/• '• _. .... ` " •' - '  - ^ ~ ..... ._.... .. •• "' , ! / _"._.• r ... w_..r,. w _.r- ........_. .«.wr.ww.w_.. «..... m ... ^ .n• - ' .. ... ..._.... w.. ...... ..:«....s.......,..•.- ...... ,..... .... ..- ..., -. .......« .... ...... . _.. r .w.r.r• «•., - .,n„r,•w ,+w.w. _. •.r ".'. ww+rw_w w.....a.._r .r..,....._ r•......•... ... ,_.. ....,•..•.., r.....r _a.. _.. ti_... .,.r...•... _w...._ ., _. .m. ..._.... ..%rte .•...,, - 'r......r••r' -» (j4j  \ jI ,t sw raw>irw ...r+.rw M {r.ae...,. .r+..n+ «wwr .........r wr+wl.r .un...ww m++wq.+ r+aslwnwL wwr.+•a>r+ +.s+++.+ M>"'°ir 'O"'O' •• • a \ 1 bow-w* &IM _ M imaw • • wirr a[rwwwwrwrw • arwrwrwr • t l r  l ` p r r tt t y y d ,2 Tr J. R , .. n L t. + "+. r ir` .l .. .L'r . s . l a . r ... .. , L • . ,,• , l k S i • 7 • c . dtiq kr 4 A S / ri r3 . •:I r, Y .. F W_ro t S ` t+., . ;. L l - ... .  :..v,+ r .' .. . •v • .. •K. .. .... G•'`•'r .: •cF• - -2 ! . ".i.:r .X. ^•.. ' . Lr>r.wwr+>- ..ww.i.., .__.i`rr>i•gr .a.wr>r.•iw> Ytmsr.> j y. rC t / VC ,e. , ,r 8!t; Y si • rrL r,,,! {{.. C /ll  r s • • I w \ a. ' orrs:. arRxo .yrw•+w`svrcN:•fJnvvrr'r. ss.'rw,. C;. : T'.+• r.•.: btrrfL •J¢>o+>owccF7::nsvw..w..::.:: sus v.w^ra'>xwAwc.a ! V 6[VEf i ! j f r tt t  • T  r , t a' [ i j i.. •[ ai a r r l) • ! t ,i 1 r .•._..,. 4 !` /r• l' 1 ` ``! 'mil i t ' 1 1 J I r 2 f i [ . r fill t SEE FLI ST } 4 r I  r t it t LANDSCAPE NOTES -- r f (1) All landscaped areas shown are to be backfilled with a minimum of 12" approved loam /topsoil. All i beds are to be amended with 4" of Lane Forest Products `garden rich' .compost, or equal. Upon `'° -- -• - -  completion of plant installation 3" of fine fir bark is to be applied. j (2) All trees and plantings are to receive 54-3 organic based fertilizer at time of planting, (or equal), with the trees double staked as per American Nursery Association Standards. Care should be especially given to ensuring that the plantings are not installed too dee Of t' b F- an ings are to a guaranteed fora period of one year following acceptance. (Except acts of god or negligence /vandalism.) i (3) The site shall remain in a clean, safe state during the landscape installation. Care should be especially given to the protection of new concrete and asphalt surfaces. Provisions for proper care and ' 1 .maintenance of the plant material shall remain the responsibility of the contractor until acceptance by } the owner. now r GENERA LANDSCAPE NOTES 3f ( 1) A minimum of 75% of all landscape area, including required planting strips and planting islands, shall be covered with living plant materials. + i 2 IRRIGATION SYSTEM NOTES ? i { }Ail landscaping shall be installed and maintained in such a manner as is necessary to protect it from vehicular damage. (3) Visual breaks, no more than five feet in length, shall be provided every 20 feet within landscaped (1 } A fully automatic irrigation system exists. Modifications of this system to accommodate these p planting strips abutting public right -of- -way. two added parking areas need to be done by a licensed and bonded irrigation contractor. , s i (4) Vision clearance triangles at the entrances to the parking areas shall be a minimum of 15 feet in length (2) All landscaped areas shown on the design are to be watered using the designed system. -Backflow i i for each Ieg, and shall be kept free of all visual obstructions from two and one-half feet to nine feet protection exists per the original installation. i above the curb line.. (3) General description: Popup spray heads are to be used on the planting bed areas. The supply  appears to be a 2 1/2" mainline looping the site. All electric valves are to be Rainbird PEB or i (5) Shrubs, when used as parking area perimeter screens, shall be planted in minimum five gallon container # 1 • sizes, or auger, as necessary to achieve the desired screening height of 36 inches within two years alter equa , The hope is that the added work can be included on the existing controller which is planting, dependent on extra field wire as indicated on the original design. -:._ -. (6) The minimum planting size for trees in parking areas shall be 2.0 inches caliper as measured by (4) Sleeving requirements shall be indicated on the submitted design, with coordination made American Association of Nurserymen Standards, (Street trees) between the site contractor and the landscape /irrigation contractor. (7) Trees shall be planted in a landscaped area such that the tree bole is at least three feet from any curb of (5) The system shall be guaranteed for a period of one year following installation. 4-o paved area . p (6} Note that the existing irrigation system shall remain operational . during the new construction. rL rf! ,4/ Lij L6 .aa sy /a t l 0 7 Z 'X ^ \ ( 1) A minimum of 75% of all landscape area, including required planting strips and planting islands, shall be covered with living plant materials. + i 2 IRRIGATION SYSTEM NOTES ? i { }Ail landscaping shall be installed and maintained in such a manner as is necessary to protect it from vehicular damage. (3) Visual breaks, no more than five feet in length, shall be provided every 20 feet within landscaped (1 } A fully automatic irrigation system exists. Modifications of this system to accommodate these p planting strips abutting public right -of- -way. two added parking areas need to be done by a licensed and bonded irrigation contractor. , s i (4) Vision clearance triangles at the entrances to the parking areas shall be a minimum of 15 feet in length (2) All landscaped areas shown on the design are to be watered using the designed system. -Backflow i i for each Ieg, and shall be kept free of all visual obstructions from two and one-half feet to nine feet protection exists per the original installation. i above the curb line.. (3) General description: Popup spray heads are to be used on the planting bed areas. The supply  appears to be a 2 1/2" mainline looping the site. All electric valves are to be Rainbird PEB or i (5) Shrubs, when used as parking area perimeter screens, shall be planted in minimum five gallon container # 1 • sizes, or auger, as necessary to achieve the desired screening height of 36 inches within two years alter equa , The hope is that the added work can be included on the existing controller which is planting, dependent on extra field wire as indicated on the original design. -:._ -. (6) The minimum planting size for trees in parking areas shall be 2.0 inches caliper as measured by (4) Sleeving requirements shall be indicated on the submitted design, with coordination made American Association of Nurserymen Standards, (Street trees) between the site contractor and the landscape /irrigation contractor. (7) Trees shall be planted in a landscaped area such that the tree bole is at least three feet from any curb of (5) The system shall be guaranteed for a period of one year following installation. 4-o paved area . p (6} Note that the existing irrigation system shall remain operational . during the new construction. rL -- E: S PLANT LEGEND /'WEST ENTRY MODIFICATIONS SYMBOL BOTANNICALICOMMON NAME QTY SIZE COND , Trees AJS Acer palmatum `sangukakau' 3 1.5 cal cunt CORAL BARK JAPANESE MAPLE Shrubs PH Lonciera nitida is 2 g al cont PRIVET HONEYSUCKLE 12 -15" PJM Pieris japonica `mountain fire' 5 5 gal cont MOUNTAIN FIRE PIERIS RHD Rhododendron `cunningham's white' 10 5 gal cont CUNNINGHAM WHITE RHODY 18-245) SPL Spirea japonica `lime mound' 3 3 gal cont LIME MOUND SPIREA 18 -24" Perennials and Ground covers EUF Euonymus fortunei `emerald gaiety' 36 1 gal cont EMERALD GAIETY EUOYMUS 8 -10" DL Hemerocallis `stella d'oro' 11 1 gal cont STELLA D'ORO DAYLILLIES 10 -12" BLF Festuca glauca `elijah blue' 15 1 gal cont ELIJAH BLUE FESCUE 840" a p I ML LANDSCAPE NO'T'ES (1) All landscaped areas shown are to be backfilled with a minimum of 12" approved loam /topsoil. All beds are to be amended with 4" of Lane Forest Products `garden rich' compost, or equal. Upon completion of plant installation 3" of fine fir bark is to be applied. (2) All trees and plantings are to receive 5 -4 -3 organic based fertilizer at time of planting, (or equal), with the trees double staked as per American Nursery Association Standards. Care should be especially given to ensuring that the plantings are not installed too deep. Plantings are to be guaranteed for a period of one year following acceptance. (Except acts of god or negligence /vandalism.) (3) The site shall remain in a clean, safe state during the landscape installation. Care should be especially given to the protection of new concrete and asphalt surfaces. Provisions for proper care and maintenance of the plant material shall remain the responsibility of the contractor until acceptance by the owner. i a` tr,. —eta o L MZ LUMARK CROSSTOUR LED EGRESS LIGHTING FIXTURE CONNECTED TO 277V EMERGENCY CIRCUIT. O DELRAY LIGHTING SONAR 7600 LUMARK CROSSTOUR LED EGRESS LIGHTING FIXTURE CONNECTED TO 277V EMERGENCY CIRCUIT. LUMARK CROSSTOUR LED EGRESS LIGHTING FIXTURE CONNECTED TO 277V EMERGENCY CIRCUIT. r-1 a p ELC VpERVISpR 4944S • EXPIRES: 1010112413 Ip t N w 0 U - r co r. WrntD Z c~nv O o ry in J  W nW w w D w 0 C*4 0 CL 0 I w 0 w C14 CN -4 C) C*4 T- Cl C%4 c1r) 0 0 w z a. cn C) C> (D 40' -0" 40' -0" 40' -0„ 400-91 40t - Off 40'—Olo 401-011 40' -0" 401-011 40' -0" 40' -0" 40' -0„ 6.5 5.7 (5.35) (4.85) (4.35) (3.85) 14' -1518" 101-3-11 16'- 811 13#-1ll 101-01' 16 # 911 13' -311 28'- 103/8" —1 7 1 5/811 41 T— ------- I -F-11 - -0 0 C E.75) (o 4 C) 0 L-LJ (o is it F 165 B 165 A I I F I 1110 01. a(y a 13 IMP L"/ 1113 n ril C14- C) 13 ca a too 0 0 0 R=1= I F J T 7T-1 (31 113 AN A" An' - nn 40 t of 40'- 0 15'- 0" 15'- 0" 1-10'- Oil 01 0 L 20 -011 14' 0" LIO'- OL 20 1-011 10, UL 204, -01 . ...... 00 1-011 Lio'-.,U 'L 20 of Y Of 100 of 15' 15'- 9' D' 11/21 25'. It, 4T 4 OVERALL FLOOR PLAN, 1 It = 201-011 Co COO' co 0 Co C> (D u —A. 25 \1-1/ D %We szoms 5%1-- - -- - - - z 0 0 W 0 V6 z 0 W u cr a C14 co CO) N J 0) -J C4 C6 O z b Y w 0 w A101 U) w w cr. U) w F- m z U) W F- 0 0 W CL 0 Z 0 Z o (1) 0- 0 Z (J) 0 Cl D CO W < < z wig 0   ci %We szoms 5%1-- - -- - - - z 0 0 W 0 V6 z 0 W u cr a C14 co CO) N J 0) -J C4 C6 O z b Y w 0 w A101 LLJ QC UJI 0 a. C) T_ CDP 0 0 0 I 0 0 4) 5 5 5000-Q -010 12 TO MEZZANINE CffiWEL 8 074646 T.O. ENTRY PORTAL CL jj ot oil Sol 4 FINISHED FLOOR 7 4646-D NORTH ELEVATION ENTF\ I 1/81f = 1 1-011 Y42 A301 A (A.25) 3 0000-A j 7 AA 46,   Illllliii vii mi iiiii 'p'.'  Ir7J ICI IIIII 1 8 n.,n 1I 1111 Rill ilblllil VIII  I m   1...snlllll I ,''L7 II I.iiimulimhn _...elNlllll 2 NORTH-WEST ELEVATION -ENTRY 1/811 = 1 1-011 KEYNOTES 54 EXISTING STOREFRONT 55 EXISTING EXTERIOR SIDING 56 EXISTING COLUMN 16-9. I'.0. OFFICE ROOF ## ####-A SPECIFICATION KEYNOTES 7'- 611 Alk 30 WINDOW BEAM ol 0$0 FINISHED 171_09RL_ 7 4646-C, TYP 1/3 166 K FINISHED FLOOR 22 K EAST ELEVATION ADDITION SOUTH "" EAST ELEVATION '" ADDITION. 11 81f 1 1-011 2 B C 0 - a, - a, I - 61# W-Ol# 3; - 6to 41 01t 6 161-611 41-011 61 - off 4- 0#1 6 6' -0" p 4' -0" 6' -01f .41-011 . 6110" .41-01 16'_0" 4` -0" 0-0 .&+-u 0 3/4!' in# - wo T IV & - 4-V 61 Ix V_ C14 O Tj J_ tL 0 ix U- Lo 0.1 O 0 a w z 0,_0" FINISHEIJ—FLO0-R 5 roo A SOUTH ELEVATION - FACTORY 05 5000-Q ENTRY CANOPY - SEE STRUCTURAL AND SHEET A321 07 4646-A FIBER CEMENT PANEL - 1 07 4646-B FIBER CEMENT PANEL - 2 07 4646-C FIBER CEMENT PANEL - 3 07 4646-D STAGGER FIBER CEMENT PANEL JOINTS 23 0000-A MECHANICAL EQUIPMENT - SEE MECH 0 UJI U w 0 W W ......... Z W 0 CU 121-011 Z 0 Z o (1; 0 ANINE LEVEL Z 0 0 C) -T U) F- < U) < 01- 0" z 1: FINISHED FLOOR 0 C) z w w K 7) w 0 w w N m JUL - 5 202 A201 r. L _.-TO MEL • I U 7 4646-C, TYP 1/3 166 K FINISHED FLOOR 22 K EAST ELEVATION ADDITION SOUTH "" EAST ELEVATION '" ADDITION. 11 81f 1 1-011 2 B C 0 - a, - a, I - 61# W-Ol# 3; - 6to 41 01t 6 161-611 41-011 61 - off 4- 0#1 6 6' -0" p 4' -0" 6' -01f .41-011 . 6110" .41-01 16'_0" 4` -0" 0-0 .&+-u 0 3/4!' in# - wo T IV & - 4-V 61 Ix V_ C14 O Tj J_ tL 0 ix U- Lo 0.1 O 0 a w z 0,_0" FINISHEIJ—FLO0-R 5 roo A SOUTH ELEVATION - FACTORY 05 5000-Q ENTRY CANOPY - SEE STRUCTURAL AND SHEET A321 07 4646-A FIBER CEMENT PANEL - 1 07 4646-B FIBER CEMENT PANEL - 2 07 4646-C FIBER CEMENT PANEL - 3 07 4646-D STAGGER FIBER CEMENT PANEL JOINTS 23 0000-A MECHANICAL EQUIPMENT - SEE MECH FINISHED FLOOR D v v EAST. ELEVATION - FACTORY T 1/811 1 1-011 \\.Li 71 U) z 0 0 UJI U w 0 W W Z W 0 CU 121-011 Z 0 Z o (1; 0 ANINE LEVEL Z 0 0 C) -T U) F- < U) < 01- 0" z 1: FINISHED FLOOR 0 C) z w w 7) w 0 w w Date Received: JUL - 5 202 A201 r. _.-TO MEL • v v EAST. ELEVATION - FACTORY T 1/811 1 1-011 \\.Li 71 U) z 0 0 UJI w 0 U) Z W 0 CU 121-011 Z 0 Z o (1; 0 ANINE LEVEL Z 0 0 C) U) F- < U) < 01- 0" z 1: FINISHED FLOOR 0 C) z w w U) z 0 UJI w 0 w uj CU 121-011 ANINE LEVEL z 0 U) w a C,4 Co C:) O U) 01- 0" V V_ tV C14 C14 (o FINISHED FLOOR 0 z w w 7) w 0 w w Date Received: JUL - 5 202 A201