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Plans (46)
S1T2020 - 00013 fIECEIVE JUN Zfi20g Cid, Built),j� i f��j W,�:1 ACCESSIBLE SITE IMPROVEMENT PLANS FOR CHASE BANK Ln < . , 11686 sw PACIFIC Hwy I i 0 TIGARD OREGON 97223 U- 0 w Q w 0, tL et) in Von% N W a 00 I. F... -7if) IMM HVA N�� wE-s1 M p,��F�G W 9 99W 04 —I = N N ,nollfrSITE o04of: SHEET INDEXN 0. ,h� e UTILITY CONTACTS C3 V Lt 37 w0a1E MZpao C 001 COVER SHEET ELECTRIC FIRE DEPARTMENT 0 s c. PORTLAND GENERAL ELECTRIC TUALATIN VALLEY FIRE & RESCUE 4:k la /X il: "I PLAT / SURVEY -. AMANDA, BUSINESS SERVICES LES HALLMAN tn 121 SW SALMON ST 11945 SW 70TH AVE. Lim w 4 y� a C 050 GENERAL NOTES AND AGENCY NOTES SW ATLANTATIGARD, OR 97223 .o 0 sr PORTLAND, OR 97204 TEL: (503) 822-1077 TEL: (503) 649-8577 Z 0 C C 300 GRADING PLAN GAS - WATER /SEWER Z C 400 SOIL EROSION AND SEDIMENT CONTROL PLAN NW NATURAL PUBLIC WORKS220 NW 2ND AVE. ROB BLOCK W11-1 a .. C 700 DETAILS PORTLAND, OR 97209 TEL: (800) 422-4012 8777 SW BURNHAM ST. TIGARD, OR 97223 CI) Z U TEL: (503) 718-2607 a — C01) / PHONE CABLE I COMCAST COMCAST 0 JASON VASZAUSKAS ONE COMCAST CENTER ONE COMCAST CENTER PHILADELPHIA, PA 19103 LOCATION MAP PHILADELPHIA, PA 19103 TEL: (855) 319-0103 TEL: (303) 662-6841 NOT TO SCALE , ARCHITECT/ ENGINEER OF RECORD ItAll , 1 CIVIL Engineering 19120 SE 34th St., Suite 115 Vancouver, WA 98683 OWNER/DEVELOPER: Ph. 214-491-1830 John Measels, PE CIVIL ENGINEER These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shall not be copied or reproduced without written JP MORGAN CHASE BANK N • A . author ration. The contract documents were prepared for use on This specific site in conjunction with its issue date and are rot suitable for use on a different site or at o latex time- Use of these drawings for reference or example on CONTACT: JOE HERNANDEZ engine pro ect duct es the services ofi propey is ford archn an and engineers. Reprodud'an of the conhact documents for reuse an another project is not authorized. 24085 EL TORO RD., FLOOR 2 SEAL LAGUNA HILLS, CALIFORNIA 92653 703-3816opRo(602) o`� A b G1NE�`�'i •1) N •/ ., • 14 ,.1 04-1,,,, 46,8,zol, v, 49 r. mos ENGINEER: 12/31/2020 OFFICE COPY JM CIVIL ENGINEERING . • CITY OF TIGARD, ISSUE DATE DESCRIPTION REVIEWED FOR CODE COMPLIANCE CONTACT: JOHN MEASELS, PE (ENGINEER) OTC:ved: f j 1 ] 19120 SOUTHEAST 34TH STREET, SUITE 115 permit#:%.5 J Tiaoa,Q - oo a Address: j 16 e A pct i c; c Hy _ • I VANCOUVER, WA 98683 state#: By Date: -.3 p_A,0 1 JMEASELS@JMCIVILENG.COM 6/8/20 Planning comments CAUTION NOTICE TO CONTRACTOR (214) 491 - 1830 .A 6/2/20 Proto 20.2 Updates THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF 4/30/20 Issued for Bid EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS VALIDITY OF PERMIT 4/20/20 Submittal Set UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE THE ISSUANCE OFA PERMIT 4/10/20 L 80%Review Set INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR BASED ON CONSTRUCTION --- MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 7 DAYS BEFORE ANY EXCAVATION DOCUMENTS AND OTHER PROJECT INFORMATION BLOCK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE SURVEYOR: DATA SHALL T PREVENT FROM DATE: J 2/25/202019015. CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES HORIZONTALLY AND VERTICALLY WHICH A CODE OFFICIAL CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. REQUIRING THE CORRECTION DRAWN BY: PM BOUNDARY SURVEY & OF ERRORS. OSSC 105.4 CHECKED BY: AS MODEL BENCHMARKS DRAWING STANDARDS v20.2 OREGON STATE HIGHWAY DIVISION BENCHMARK NO. 921: MAPPING LLC SITE BENCHMARK POINT # 901 AND ELEVATION SHOWN BELOW "ON THE SIDEWALK AT THE SW CORNER OF A CONCRETE BOX CULVERT ON THE WEST SIDE OF HALL BLVD. i SHEET TITLE 100' NORTH OF THE OAK STREET INTERSECTION 6.5' FEET NE OF THE SW END OF THE METAL GUARD RAIL CONTACT: ROBERT ALLEN BELL ON THE BOX CULVERT 59.8 FEET SE OF POWER POLE NO. 5935 1991 45.30 FEET NE OF A SIGNAL POLE AT CITY OF TIGARD COVER SHEET THE NW CORNER OF THE INTERSECTION OF HALL BLVD AND OAK STREET.". 7525 FALCON CREST DRIVE SUITE 214 Approved by Planning ELEVATION: 240.36' Date: ____14.13120 REDMOND, OREGON 97756 - r. . - s� " (541 ) 550-6002 811 e SHEET NUMBER FLOODNOTE f ACCORDING TO THE F.I.R.M. NO. 41067C0542E THE SUBJECT PROPERTY LIES IN ZONE X, AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH Know what's below. ISSUED FOR CONSTRUCTION AVERAGE DEPTHS OF LESS THAN 1 FOOT OR DRAINAGE AREAS LESS THAN 1 SQUARE DATE: 06/12/20 MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE OF FLOOD. EFFECTIVE Call before you dig. DATE NOVEMBER 4, 2016. C 0 0 1 - - n eU U U A n I ° u " v x 1 w ; & m H Y F I iv U LLI 'S i, ____.....„, ....i, / / 4, TOPOGRAPHIC S / / g _, �, VICINITY MAP FOR : PM DESIGN GROUP, INC . / / SUBJECT EXISTING SITE CONDITIONS FOR 11686 SW PACIFIC HWY SOMH(000T) GPS PROPERTY / RlM:zzo62' / LOCATED: SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 36 / za"IENM213.62' 219.79 swprLAN TOWNSHIP 01 SOUTH, RANGE 01 WEST, W. M. 12"IENW.=214.82' TA ST / 12"IEE.=213.62' 21999 / WASHINGTON COUNTY, STATE OF OREGON 12"IEW.=213.62' SQ 99� / za' iE5.=213.02' d.:. FOUND 3/4"IRON PIPE k- SURVEY NARRATIVE ! 1 (V co(mar) 22°.12 ,' j j RlM:219.79 SQ O / 12"iFSE=217.01' 2?2 \- / , ? /0 Ii BOUNDARY FOR TAX LOT 15136CD01700 AND TOPOGRAPHIC SURVEY FOR THE NORTHEAST CORNER OF SAID LOT. z�°.as e II �, pp W/DROPS FAL / 2195: 2z42�. . ,.:.:: /' o� 7 220.22 7Z°25 GU(rQ et LEGAL DESCRIPTION % 9� • iN / 220.09 asm Z2U.2� � 22Q?63�.= O\ `�� 0 PART OF THE GEORGE RICHARDSON DONATION LAND CLAIM IN THE SOUTHWEST ONE-QUARTER OF SECTION 36, / 21993 / 0.37 '. 1 != �, �DECD9°&1o' 90 3 39 .. 2zo.as' a + TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, IN THE CITY OF TIGARD, COUNTY OF WASHINGTON 220.15 22.38 2z .26 TAX LOT: y�` / • z:,,,, ./ 22$.24 \� j�sP1x ��I�141f NTS AND STATE OF OREGON, BEING A PART OF THAT PARTICULAR TRACT CONVEYED FROM HUGO P. AND HELEN M. MACKAY TO 322o0.!a �z4.32 220.2i00:23:11:9'7.1.:2:30.013:89 20793-220.2'j( o:g0 7/`\ Itvf ��\, ,. 1S136CD01600 VERNE AND HAZEL E. COTTON BY DEED RECORDED IN BOOK 226, PAGE 571, AND ALSO A PART OF THAT CERTAIN TRACT / 1 +q / • : �-220-3 220.3 �� ,,.220.89 220.74 1 N 11674 SW PACIFICHWY e, ' • i 43$ 22 x .28- \ `� ?moo, ` CONVEYED FROM BERNICE E. DOBBINS TO GYRUS R. AND ELLAH A. KNIGHT BY DEED RECORDED IN BOOK 288, PAGE `2ze5s zz z `� 1} ,► / 53, BOTH CONVEYANCES IN WASHINGTON COUNTY RECORDS OF DEED AND BEING MORE PARTICULARLY DESCRIBED AS 22°54 /2 48; . .0‘4111/1,�/77j. 220.45-+:::,,,>: DECDS°a Drip 2 9 WASHINGTON COUNTY, FOLLOWS: OREGON \ 85220.63' 22 :63 .120 O 220-47 i\ X 2p24.11/! ,qZQ.� 220.66 220.63' Vi.i _ gx,0.53' i__ r3f,94p0 F r:' 220.26PK ' 220-57 • r -220.47® 220.8+ \`220.5 �. 2.--'' 220.4 �`� X 220-'2BEGINNING ATA POINT OF INTERSECTION OF THE SOUTHWESTERLY LINE OF THE SAID COTTON TRACT WITH THE >2068 22058 , h -. '.51 224.4-, , ' -220 1,2L,Fi• ;�-DECD 7"&7'Drip,y. 20 07 .211 4 220'S \ 224.26 SOUTHEASTERLY RIGHT OF WAY LINE OF THE SW PACIFIC HIGHWAY(O.S.H.99-W); THENCE NORTH 52°52'EAST ALONG 224 ss- . 'iz/�lr �+`���� �a��++ti,llsir���77\ 10, G THE SAID SOUTHEASTERLY RIGHT OF WAY LINE, A DISTANCE OF 140.00 FEET TO A POINT OF INTERSECTION WITH THE 7\ '.47:,‘64-cc _ '\ --zz>. �, / -1� M' u X 9.; 76 , NORTHEASTERLY LINE OF THE SAID. COTTON TRACT, SAID LINE ALSO BEING THE SOUTHWESTERLY LINE OF THAT CERTAIN TRACT / \ 11 , -1.-":"Ni-711,,,;?....; 020.6 1 :21:: . 22 0,2191:8: o TRAFFIC SIGNAL POLE 'y ,� I CONVEYED TO CLARENCE L. CHILSON, ET UX, BY DEED RECORDED IN BOOK 124, PAGE 194, WASHINGTON COUNTY .yo�;`�� I; ? sa , � zz4 Z RECORDS OF DEEDS; THENCE SOUTH 22°55'EAST ALONG THE SAID NORTHEASTERLY LINE THE SAID COTTON TRACT AND ''7f/ +++��' r DECD 7" Drip19.60 `� �ti 22Q 1 - �i asp! 0.19 224.42 , 219.99 c THE NORTHEASTERLY LINE OF THE SAID KNIGHT TRACT, A DISTANCE OF 335.58 FEET TO THE SOUTHEAST CORNER OF THE 220.14 220.0 20.26 SAID KNIGHT TRACT; THENCE NORTH 85°22'WEST ALONG THE SOUTH LINE OF THE SAID KNIGHT TRACT,A DISTANCE OF = 9 a3 219 97 123.85 FEET TO A POINT; THENCE NORTH 28°58'40" WEST A DISTANCE OF 245.28 FEET TO A POINT OF BEGINNING. , BUIRDING ,./'''''''''-2 - \ / e' OVERHEAD - ,',V21 �$ 210-57 19.39--,X \\ i.. ' 220.06 ,\ EXCEPTING THEREFROM THOSE PORTIONS DEDICATED FOR ROAD PURPOSES BY INSTRUMENTS RECORDED OCTOBER zz46Q �;. .i 19.28 `�; 219.57 L S 2 .74 '. 215.2 08, 1999 AS FEE NO. 99114852 AND RECORDED OCTOBER 08, 1999 AS FEE NO. 99114$53. \ t c20 vT: , IP\� , A 5 of' X71 -`` NOTE: THIS LEGAL DESCRIPTION WAS CREATED PRIOR TO JANUARY 1, 2008. 1 12/ , 219.91-.. \ \ �4 ./ -224.45 219.49 g 219.-5 �C� PP RECORDING INFORMATION: AUGUST 19, 1999 AS FEE NO. 99097160 t 215.1 \ \ 220.61 « `122ooso /� L , MEANDERING Ol - IN FAVOR OF:ADJACENT PROPERTY OWNER'S 219.87 18.79 / 219.21 ,:. a WIRE FENCE FOR: INGRESS AND EGRESS 220.62 \ ,� i 4z 21859-X , FOUND 5/8"IRON ROD W/YPC \ \ 220.62 y;,I 18.03` `r0 IN MONUMENT BOX .` 218.90 2105. sa RECORDING INFORMATION: OCTOBER OS 1999 AS FEE NO. 99114854 ail \ 2z0FF f`, 2139 0- IN FAVOR OF: CITY OF TIGARD STAMPED"THOMAS/WRIGHT, \ , INC." .` f• 19.2 u8.53 17.86> 217.8 __N2:.3.9 FOR: SANITARYAND STORM SEWER \ / 1212\ '6 THE TITLE DESCRIPTION AND SCHEDULE B ITEMS HEREON ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY 15.95 1sTi- 22127i37...10:•� DECD6"&sD p ORDER NO. 019-3330985, DATED OCTOBER 04, 2019 \ ..\\\ i a`a�urur �� HORIZONTAL CONTROL �c. - , � `� x 18.56 ' 217.57`,4/' 216'52 \: \ r <' X--21 '�A�/ $ .J \� X. / 1 1"''61 �'i' 1 / ,; 210.5 BASIS OF BEARING: OREGON COORDINATE REFERENCE SYSTEM * 47.0' \ z 1s 09 zaG r �, -110.7 >�\ Z • \< �ti ZONE: PORTLAND ZONE •\ G% WALL \-'' 2 si92, 22°.17 i 11 14.19 \ s ! PWRMETEP,L�,� -2i3.6.`> y 206.58 u a \ w ,, �� -� \ 24"CMP OUTFALL IODOT) f LAMBERT CONFORMAL CONIC PROJECTION(SINGLE PARALLEL) \ \ 0 NORTH AMERICAN DATUM OF 1983 l - SSE°i ` 2�x 21351 - z t� VI \ `. 81 \ 6n 210-53 a REFERENCE ID: 0280 SURVEY CONTRO L ` \ \ ` MOUNT POINT: NEAREST_SINGLE RTCM3 • , POINT# DESCRIPTION ELEVATION NORTHING FASTING \ '\ \ + , , c, REFERENCE FORMAT: RTCM3 x . LATITUDE: N45°25'48.62856" 900 SPIKE 220.88' 141144.84 326485.60 \ \ TAX LOT: \ ,a�,a 15136CD01700 ' TAX LOT: - LONGITUDE: W122°20'26.21270" 901 PK 220.63' 141122.43 326423.51 `\ \ W 11686 SW PACIFIC HWY 15136CD01601 ELLIPSOID HEIGHT: 490.76'cc ;` ` " ' Q 902 PK 199.50' 140833.58 326609.38] O \ awe, , 116705WPACIFICHWY Z • "0 0 \ s� . , 11 r VERTICAL CONTROL �� y q ELEVATIONS ESTABLISHED FROM DIFFERENTIAL LEVELING USING THE PRIMARY la \ �,��\ I, \ BENCHMARK WERE HELD. 0•A \ \ Z 0 PRIMARY 2 \ \ ` 7 OREGON STATE HIGHWAY DIVISION BENCHMARK \ ,, NUMBER ID: 921 0 ELEVATION = 169.822' FEE NO.99-1148521 ,i UTILITY NOTES : �\ i \ NO LOCATE TICKET WAS FULFILLED PRIOR TO THE FIELD \ , DESCRIPTION: "ON THE SIDEWALK AT THE SW CORNER OFA CONCRETE BOX CULVERT ON THE SURVEY.UTILITIES AND LOCATES SHOWN ARE BASED k ` +� WEST SIDE OF HALL BLVD.100'NORTH OF THE OAK STREET INTERSECTION 6.5'FEET NE OF THE SW FIELD EVIDENCE AND OLD OBSERVED LOCATES. \ \ \ END OF THE METAL GUARD RAIL ON THE BOX CULVERT 59.8 FEET SE OF POWER POLE NO.5935 \ , 1991 45.30 FEET NE OF A SIGNAL POLE AT THE NW CORNER OF THE INTERSECTION OF HALL BLVD 10* .\ \`. SHOWN HAVE DROPS. NAND OAK STREET." 1.NO POWER LOCATES WERE FOUND.POWER POLES ' SITE BENCH MARK UN \ \., POINT#901 2.A SHORT LENGTH OF TELEPHONE LOCATES WERE \ + FOUND ALONG 99W. PK IN SIDEWALK \ ELEVATION:240.36' 3.A SHORT LENGTH OF GAS LOCATES WERE FOUND `�� \ \ I` . ALONG 99W. l . © \ \ \ , 4.NO WATER OR SEWER LOCATED ON THIS SURVEY. .` \ FOUND 5/8"IRON \ `. ROD W/YPC \• A=71°17'47" \ LEGEND IN MONUMENT BOX STAMPED THOMAS \\ \ L=37.33,R=30.00 �CH 563°08'54'E CHD=34.97' _ 6'34" ` 1L LIGHT POLE --------- WRIGHT,INC." \ �� - D 10 3 445.00 1 SUBJECT PROPERTY BOUNDARY / \ ` L=82.66. R= ' 1 o.i SIGN - - \. CHr585° 5'11"W CHD`82_54' -- --_-- - EASEMENTLINE \ \ INI IRRIGATION METER/VALVE - . - - CENTERLINE \ `�.• r- 0 WATER METER p POWER LINES/LOCATES \ N \ +--'-��-- 0 WATER VALVE ,� GAS LINE LOCATES \ .9 FIRE HYDRANT OH OVERHEAD LINES \ (FEE N0.99 103235} O CLEANOUT - - .� - BUILDING OVERHEAD \ ® CATCH BASIN 55 SANITARY SEWER LINE \ ,,_ -1 �\___. ___ CD TELEPHONE BOX /a,O�NDA�� & HANDICAP PARKING N 'VV -aPOWER POLE/SERVICE POLE A " BOLLARD ` -- SURVEYING • FOUND MONUMENT PER PS 20975 ® - S N T A A REGISTERED - r & IPROFESSIONAL j CONCRETE FOUND 5/8"IRON ROD W/YPC \ T L A IN MONUMENT BOX LAND SURVEYOR - VV ■' . A �"Q/p wG NG NO GRADEA STAMPED"ALPHA ENG.,INC." \ S • �/ Bsma:5o2 AI NG ```�� ® TRAFFIC SIGNALJUNCTION BOX SCALE : 1" =2 0' 199 PK�Q OREGONQTSP TRAFFIC SIGNAL POLE 7525 FALCON CREST DRIVE, STE 214 (.... NOV. 18, 2014 ® GAS METER 0 10 20 40 REDMOND, OREGON 97756 ROBERT ALLEN BELL ® GAS VALVE 88683 APRIL 3, 2020 (541) 550-6002 - (971) 209-8028 RENEWS DEC.31,2021. 7OBa: N20 WWW . B O U N D A R Y S M . C O M 1 1 \IQ BOUNDARY SURVEYING & MAPPING LLC GENERAL SITE NOTES: GENERAL EROSION CONTROL NOTES: GENERAL DEMOLITION NOTES: GENERAL GRADING/DRAINAGE NOTES: STANDARD EROSION CONTROL NOTES (CWS #945): 1. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE 1. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER 1. ANY DEMOLITION IS TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE CITY, 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM WITH SPECIFICATIONS 1. WHEN RAINFALL AND RUNOFF OCCURS, A KNOWLEDGEABLE AND EXPERIENCED RESPONSIBLE TO VERIFY THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION COUNTY AND STATE, AND/OR GOVERNING BODY'S STANDARDS. CONTAINED IN THE GEOTECHNICAL REPORT. PERSON IN THE PRINCIPLES, PRACTICES, INSTALLATION, AND MAINTENANCE OF OBTAINED. NO CONSTRUCTION SHALL BEGIN UNTIL ALL PERMITS HAVE BEEN RECEIVED. PREVENTION PLAN AND BECOME FAMILIAR WITH LOCAL AUTHORITY HAVING EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST JURISDICTION PLANS AND ITS CONTENTS. 2. THE DEMOLITION PLAN SHALL BE DONE IN CONJUNCTION WITH THE GEOTECHNICAL 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO PROVIDE DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND 2. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION WAS TAKEN FROM A INVESTIGATION REPORT. THE CITY LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. DISCHARGE OUTFALLS. SURVEY BY BOUNDARY SURVEYING & MAPPING LLC, 7525 FALCON CREST DRIVE, SUITE 2. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY 214, REDMOND, OREGON 97756. CONTACT: ROBERT ALLEN BELL (541) 550-6002. THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED 3. EROSION AND SEDIMENT CONTROL MEASUREMENTS SHALL BE MAINTAINED AT ALL TIMES 3. PRIOR TO ANY EXCAVATION OF THE PROJECT SITE, THE CONTRACTOR SHALL 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT DURING DEMOLITION. NOTIFY THE CITY 48 HOURS PRIOR TO THE START OF CONSTRUCTION. OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31ST EACH YEAR. 3. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCIES ALL PHASES OF CONSTRUCTION. 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY 4. THE PURPOSE OF THIS DRAWING IS TO CONVEY THE OVERALL SCOPE OF WORK AND IT IS NOT 4. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS OCCUR AT THE END OF EACH WORK DAY. ERRORS OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO INTENDED TO COVER ALL DETAILS OR SPECIFICATIONS REQUIRED TO COMPLY WITH GENERALLY AND STAKES. IT SHALL BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS ACCEPTED DEMOLITION PRACTICES. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED WITH THE SITE, SCOPE OF WORK, AND ALL EXISTING CONDITIONS AT THE JOB SITE PRIOR TO 5. ALL INDICATED ELEVATIONS ARE FINISHED ELEVATIONS. GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. BY PERMITTING AGENCY OR OWNER. BIDDING AND COMMENCING THE WORK. THE DEMOLITION CONTRACTOR SHALL BE SOLELY CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, OR PROCEDURES USED TO COMPLETE THE 6. FIELD VERIFY LOCATIONS, SIZES AND IF APPLICABLE INVERTS OF EXISTING UTILITIES OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS 4. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND IS LIABLE FOR THE SAFETY FOR PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION. _ AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS OF THE PUBLIC OR CONTRACTOR'S EMPLOYEES DURING THE COURSE OF THE PROJECT. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE MUST BE MAINTAINED ON SITE AT ALL TIMES. 7. LOCATE AND PROTECT ALL UTILITIES ASSOCIATED WITH THE PROJECT PRIOR TO AT ALL TIMES DURING CONSTRUCTION. CONSTRUCTION. 71 El LOCATIONS. 5. THE DEMOLITION PLAN IS INTENDED TO SHOW REMOVAL OF KNOWN SITE FEATURES AND 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP 5. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR UTILITIES AS SHOWN ON THE SURVEY. THERE MAY BE OTHER SITE FEATURES, UTILITIES, WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY 5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, AS REQUIRED BY THE GENERAL PERMIT. STRUCTURES, AND MISCELLANEOUS ITEMS BOTH BURIED AND ABOVE GROUND THAT ARE 8. INSTALL SILT CONTROL MEASURES BEFORE BEGINNING SITE WORK. THESE DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. WITHIN THE LIMITS OF WORK THAT MAY NEED TO BE REMOVED FOR THE PROPOSED PROJECT MEASURES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 6. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND THAT ARE NOT SHOWN HEREON. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED 3 6. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE SUCH ITEMS AT NO ADDITIONAL COST TO THE OWNER. 9. MAINTAIN PROPER SITE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PREVENT STATE AND LOCAL GOVERNMENT AGENCY LATEST CONSTRUCTION SPECIFICATIONS AND AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING STORM WATER FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS. ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. FRAME. DETAILS. 6. THE CONTRACTOR SHALL CONTACT RESPECTIVE UTILITY COMPANIES PRIOR TO DEMOLITION TO 10. INSTALL ALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO GRADING. 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE o COORDINATE DISCONNECTION AND REMOVAL OF EXISTING UTILITIES WITHIN THE AREA OF WORK. - 7. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE 7. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, WAYS, OR WATER BODIES. LU oa AND LOCAL CODE. ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES 11. CUT AND FILL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 3:1. 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES ce THAT ARE INTENDED TO CONTINUE TO PROVIDE SERVICE WHETHER THESE UTILITIES ARE LU 12. ALL EXCAVATION SHALL INCLUDE CLEARING, STRIPPING AND STOCKPILING TOPSOIL, WHEN IT HAS REACHED A HEIGHT OF 1/3-RD THE BARRIER HEIGHT AND PRIOR TO U- 8. NOTIFY THE CITY INSPECTOR TWENTY-FOUR (24) HOURS BEFORE BEGINNING EACH 8. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL SHOWN ON THE PLAN OR NOT. REMOVING UNSUITABLE MATERIALS, THE CONSTRUCTION OF EMBANKMENTS, THE CONTROL MEASURES REMOVAL. PHASE OF CONSTRUCTION. BE MAINTAINED ON SITE OR READLY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL FINAL SHAPING AND TRIMMING TO THE THE LINES CONSTRUCTION FILLS, AND THE OR CHEMICAL SPILLS AND LEAKS. 8. UPON DISCOVERY OF ANY UNDERGROUND TANKS, CONTRACTOR SHALL IMMEDIATELY NOTIFY AND GRADES SHOWN ON THE EL9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT 9. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS, THE OWNER'S REPRESENTATIVE. NO REMOVAL OF TANKS SHALL OCCUR UNTIL AUTHORIZED BY RETENTION CAPACITY HAS BEEN REDUCED BY 50% AND AT COMPLETION OF AND STAKES. 9. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER OWNER. PROJECT. PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS 13. ALL TREES, BRUSH, AND ORGANIC TOPSOIL AND OTHER OBJECTIONABLE MATERIAL 10. ARCHITECTURAL PLANS ARE TO BE USED FOR BUILDING STAKE OUT. PROHIBITED. 9. BUILDING AND APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED BY SHALL BE REMOVED, UNLESS OTHERWISE SPECIFIED, AND DISPOSED OF AT AN 10.ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER M THE CONTRACTOR UNTIL HE HAS FURNISHED WITH NOTICE TO PROCEED BY THE OWNER. AS OFF-SITE LOCATION, WITH THE EXCEPTION THAT ENOUGH TOPSOIL SHALL BE STORAGE, APPLICATION, AND DISPOSAL. 11. ALL DIMENSIONS ARE FROM FACE OF BUILDING, CURB, AND WALL UNLESS OTHERWISE 10. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE SOON AS SUCH NOTICE HAS BEEN GIVEN, THE CONTRACTOR SHALL PERFORM THE DEMOLITION, RETAINED FOR RESPREAD AND GENERAL LANDSCAPING. AREAS WHICH ARE TO BE �^ SPECIFIED ON PLANS. DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM FILLED SHALL BE COMPACTED TO A MAXIMUM DENSITY OF 95% AS DETERMINED BY 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER UNDER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. THE MODIFIED AASHTO COMPACTION TEST IN THE PAVED AREAS AND 85% IN THE CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR NI ILI 12. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. OTHER AREAS. OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. Io 10. ALL EXISTING UTILITIES WITHIN THE EXISTING BUILDING ARE TO BE REMOVED, WHERECO limm PE PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED CONFLICTS OCCUR WITH GRADE, BEAMS, PILES, PROPOSED UTILITIES AND TRENCH BACKFILLED 12.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FROM DAMAGE. 11. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS AND GEOTECHNICAL REPORT. 14. STRIP AND STOCKPILE TOPSOIL. SPREAD FOUR (4) INCHES MINIMUM OF TOPSOIL FOLLOW MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM If) r- 1., SHALL BE INITIATED AS SOON AS PRACTICABLE. ON LANDSCAPE AREAS AND REMOVE EXCESS TOPSOIL FROM SITE. PREPARE FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS CI ',,,. 13. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL 11. FOUNDATIONS, FLOORS, FLOOR SLABS, AND ANY OTHER UNDERGROUND BUILDING STRUCTURES SUB-GRADE FOR PAVEMENT AND CURBS AND BACKFILL CURBS AFTER CURB LI' INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATION. 12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED CONSTRUCTION. SHOULD BE USED AND CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS /� FOR AT LEAST 14 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL SHALL BE REMOVED IN ACCORDANCE WITH THE SPECIFICATIONS. AREAS OF STRUCTURE WITHIN ANY WATER WAY RIPARIAN ZONE. iii REMOVAL TECH SHALL BE BACKFILLED IN ACCORDANCE WITH SPECIFICATIONS AND THE 15. PROVIDE SUPPLY OF TOPSOIL FOR LANDSCAPE CONTRACTOR FOR INSTALLATION IN 13.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER 0 KJ X N 14. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY GEOTECHNICAL REPORT. ALL LANDSCAPE ISLANDS, DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN OCCURRING IN THESE AREAS. INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL N ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS 16. PROVIDE AND INSTALL TOPSOIL IN DISTURBED AREAS TO BE GRASSED, TO INCLUDE MEASURES, IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS 0 Q V N''! ACCORDANCE WITH THE SPECIFICATIONS. 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL CITY, AND STATE, AND FEDERAL REGULATIONS. N QI► PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE STATE, AND FEDERAL LAWS AND ORDINANCES. PAVEMENT SHOULDERS AND DETENTION AREAS. C3IL 1.1.. 15. FOR WORK IN, OR ADJACENT TO, HIGHWAY RIGHT OF WAYS, CONTRACTOR SHALL SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING ENSURE APPROPRIATE PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION. CONTRACTOR OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE 13. ALL MATERIAL, EXCEPT THAT BELONGING TO A PUBLIC UTILITY COMPANY OR DENOTED FOR 17. ALL EARTHWORK AND BASE COURSE FOR THE PARKING AREA SHALL BE LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN V C! TO ERECT AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES IN CONFORMANCE PLAN. SALVAGE, SHALL BECOME PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY COMPACTED TO A MINIMUM OF 95% MODIFIED LABORATORY DENSITY. CERTIFICATION SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO CI Z 0 WITH THE STATE MANUAL OF TRAFFIC CONTROL DEVICES, LATEST EDITION, ALONG WITH THE OWNER OF WATER, ELECTRIC, OR GAS METERS WHEN THE METERS ARE READY FOR SAID COMPACTION SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE EL THE REQUIREMENTS OF THE LOCAL D.O.T. AREA OFFICE. 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION REMOVAL, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING ALL UTILITIES OR HIS/HER REPRESENTATIVE, PRIOR TO THE PLACEMENT OF THE BASE COURSE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: "' W w es ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN IN COMPLIANCE WITH LOCAL REQUIREMENTS. DISCONNECT TRANSFORMERS AS REQUIRED FOR MATERIAL. BOTH PROOF ROLLING AND COMPACTION TESTING MUST BE APPROVED VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR 16. ALL CURB RADII SHALL BE 3' OR 10' UNLESS OTHERWISE NOTED ON THE PLANS. THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF BUILDING DEMOLITION. AND WITNESSED BY THE ENGINEER OR OWNER REPRESENTATIVE. APPROVED EQUAL. ce WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER la a H Q 17. DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 14. AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED, THE FINAL GRADE OF BACKFILL IN 18. THE PAVEMENT SUBGRADE AND BASE COURSE MATERIAL SHALL BE INSPECTED 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED DEMOLITION AREAS SHALL BE COMPACTED PER THE GEOTECHNICAL REPORT TO PRESENT A AND APPROVED BY THE ENGINEER OR OWNER REPRESENTATIVE PRIOR TO ARE GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET ZCI15. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. NEAT, WELL DRAINED APPEARANCE, AND TO PREVENT WATER FROM DRAINING UNNECESSARILY ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL GRADE SITE TO EXISTING STORM DRAINAGE CONSTRUCTING THE BASE AND SURFACE COURSES THEREON. PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THECCI H GENERAL UTILITY NOTES: PROJECT. 0 alo SYSTEM TO REMAIN ON SITE. 19. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO ALL INLETS AND CATCH Iiimi 16.1E VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER Z r 1. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO 16. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING BASINS. AREAS OF SURFACE PONDING SHALL BE CORRECTED BY CONTRACTOR AT THAN SEPTEMBER 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE ASiiiiiILI 1-1 CONSTRUCTION AND ENSURE NO CONFLICTS EXIST WITH PROPOSED IMPROVEMENTS. SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE 15. EXISTING TREES TO REMAIN SHOULD BE PROTECTED FROM DAMAGE DURING DEMOLITION AND NO ADDITIONAL EXPENSE TO THE OWNER. ig NOTIFY ENGINEER IMMEDIATELY IF UTILITIES ARE LOCATED DIFFERENTLY THAN SHOWN. COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE CONSTRUCTION. IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. UIP) 4) Z THE CONTRACTOR SHALL COORDINATE WITH EACH RESPECTIVE UTILITY COMPANY IN STABILIZATION OF THE SITE. 20. IF AREAS ARE DISTURBED BEYOND PROPOSED GRADES BY NEGLIGENCE OF THE 17.WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE VI/ ORDER TO RELOCATE IF NEEDED IN CONFORMANCE WITH THEIR GUIDELINES. 16. THE CONTRACTOR IS TO COORDINATE WORK IN THIS PROJECT TO ENSURE ACCESS TO CONTRACTOR, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE 14 11=1 161111 17. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED REGRADING OR REPAIR TO MATCH ORIGINAL EXISTING CONDITIONS. !/� ADJACENT PROPERTIES AT ALL TIMES. AT A DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE DRAINED I Y/ 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE APPROPRIATE UTILITY FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST SUFFICIENTLY FOR MINIMAL SPILLAGE. COMPANY PRIOR TO THE REMOVAL OF INDICATED UTILITIES ON SITE (SEE DEMOLITION MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE 21. SHORING SHALL BE DONE AS NECESSARY FOR THE PROTECTION OF THE WORK %✓ PLAN). CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS REQUIRED NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT GENERAL PAVING NOTES: AND FOR THE SAFETY OF PERSONNEL. SHORING SHALL BE IN ACCORDANCE WITH 18.ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN (1) FOR DEMOLITION AND HAUL OFF FROM THE APPROPRIATE AUTHORITIES. REQUIREMENTS. ALL O.S.H.A AND LOCAL REGULATIONS. UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT 1. CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR TO STARTING WORK. CONTROL BMP (I.E. FILTER BAG). 3. AUTHORIZATION MUST BE OBTAINED FROM THE LOCAL JURISDICTION WATER SYSTEM TO 18. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE 22. STRUCTURES FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH THESE CONSTRUCT, ALTER OR MODIFY A WATER OR SEWER LINE. CONSTRUCTION OF WATER TO REDUCE RUNOFF VELOCITIES AND EROSION. SLOPES LEFT EXPOSED WILL, WITHIN 2. REFER TO GEOTECH REPORT FOR PREPARATION OF THE SUBGRADE. IMPROVEMENT PLANS AND THE APPLICABLE STANDARD SPECIFICATIONS. WHERE 19.THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN AND SEWER INFRASTRUCTURE WILL BE AUTHORIZED BY THE WATER SYSTEM UPON: 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR GRANULAR TRENCH BACKFILL IS REQUIRED AROUND THESE STRUCTURES, THE COST MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES - APPROVAL OF SUBMITTED PLANS. OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, 3. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCIES BETWEEN SHALL BE CONSIDERED AS INCIDENTAL AND SHALL BE INCLUDED IN THE CONTRACT NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. ARCHITECT/ENGINEER OF RECORD - NOTIFICATION OF THE WATER SYSTEM AT LEAST 24 HOURS PRIOR TO OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR UNIT PRICE FOR THE STRUCTURE. 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR STARTING CONSTRUCTION. OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE A 19. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER WILL 23. CONFIRM INVERTS OF ALL EXISTING STORM INLETS AND SANITARY SEWER MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL _61/7 - 4. AT THE COMPLETION OF THE WATER AND/OR SEWER CONSTRUCTION AND PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL MANHOLES BEFORE COMMENCING CONSTRUCTION. REGULATIONS. RECORDING THE FINAL PLAT, THE CONTRACTOR WILL FURNISH THE WATER SYSTEM MEASURES (SILT FENCES, STRAW BALES, ETC.) TO PREVENT EROSION. AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. 24. ALL STORM SEWER LINES 18"-54" DIAMETER ARE TO BE REINFORCED CONCRETE 21.WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO & INSPECTOR RECORD DRAWINGS OF THE PROJECT. PIPE ACCORDING TO ASTM C-76 TYPE III, UNLESS OTHERWISE SPECIFIED ON DISTRICT INSPECTORS UPON REQUEST. 20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND 5. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE GAS THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. PLANS. 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED, CIVIL COMPANY FOR THE CONSTRUCTION OF THE GAS LINE BETWEEN METER AND MAIN. PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC 5. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE 25. A GEOTEXTILE MATTING (LANDLOCK TRM 450 OR EQUIVALENT) SHALL BE USED FOR SHEETING, MULCHING, OR OTHER APPROVED MEASURES. Engineering 6. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE POWER STATE AND LOCAL GOVERNMENT AGENCY LATEST CONSTRUCTION SPECIFICATIONS AND EROSION CONTROL AN ALL SLOPES GREATER THAN 3H:1 V. COMPANY FOR THE CONSTRUCTION OF ELECTRICAL CONDUIT TO PROVIDE SERVICE TO DETAILS. 23. ALL EXPOSED SOILS MUST BE COVERED, AT END OF BUSINESS DAY, DURING WET 19120 SE 34th St.,Suite 115 . THE TRANSFORMER. 26. DRAINAGE STRUCTURES AND DETENTION POND SHALL BE MAINTAINED BY WEATHER PERIOD, FROM OCTOBER 1 - MAY 31. Vancouver, WA 98683 6. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND PROPERTY OWNERS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING, PRIOR TO CONSTRUCTION, LOCAL CODE. 27. CONTRACTOR SHALL ADHERE TO PROPOSED GRADES ALONG CREEKS, ESPECIALLY Ph. 214-491-1830 ALL EXISTING LOCATIONS AND INVERT ELEVATIONS OF SANITARY SEWERS, STORMIN THE AREA OF THE PROPOSED DETENTION POND. IF AREAS ARE DISTURBED DRAINAGE, AND WATER MAINS. IF ANY INVERT ELEVATION VARIES MORE THAN 0.1 FT. 7. NOTIFY THE CITY INSPECTOR TWENTY-FOUR (24) HOURS BEFORE BEGINNING EACH PHASE OF John Measels, PE FROM RECORD ELEVATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONSTRUCTION. BEYOND PROPOSED GRADES BY NEGLIGENCE OF THE CONTRACTOR, THE CIVIL ENGINEER IMMEDIATELY. WORK SHALL NOT PROCEED UNTIL THE CONTRACTOR IS NOTIFIED BY THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY PENALTIES INCURRED. These drawings and specifications are the confidential and proprietary property ENGINEER. 8. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS, AND of JP Morgan Chase and shall not be copied or reproduced without written 28. ALL PROPOSED SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADED ELEVATIONS siteinconjuauthorization. The contract documents were prepared for use on this specific STAKES. site in conjunction with its issue date and are not suitable for use on a different AT EDGE OF PAVEMENT AND/OR GRADE BREAKS, UNLESS OTHERWISE NOTED. another at r titer erne. Ush of ehece do properly oear reference ar exams and 8. CONNECT TO EXISTING UTILITIES AND INSTALL UTILITIES IN COMPLIANCE WITH / project mthe services of properferen d architects and REQUIREMENTS OF APPROPRIATE JURISDICTIONAL AGENCIES. 9. ARCHITECTURAL PLANS ARE TO BE USED FOR BUILDING STAKE OUT. engineers. Reproduction of the contract documents for reuse on anotter project is not authorized. SEAL 9. COORDINATE WITH BUILDING PLANS TO ASSURE ACCURACY OF UTILITY CONNECTIONS 10. ALL DIMENSIONS ARE FROM FACE OF BUILDING, CURB, AND WALL UNLESS OTHERWISE AND COMPLIANCE WITH LOCAL CODES. SPECIFIED ON PLANS. 10. ALL SEWERS TO BE MAINTAINED THROUGHOUT CONSTRUCTION, INCLUDING CLEANING OF 11. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC op PRopo ANY SILT OR DEBRIS ACCUMULATED IN STRUCTURES. SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. iv I. 11. ALL SURPLUS EXCAVATED MATERIAL FROM THE TRENCH SHALL BE DISPOSED OFF THE 12. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE it .K e SITE BY CONTRACTOR. OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATION. / ' -4'C 4 1-4 •. , _p/ 12. COORDINATE EXACT TRENCHING, ROUTING, AND POINT OF TERMINATION WITH ALL 13. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE 0 UTILITY COMPANIES. DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A vo 441Y8 VI' Z° 494,RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE ' T ,s*, 13. MINIMUM SEPARATION BETWEEN WATER AND SANITARY SEWER LINES SHALL BE A SPECIFICATIONS. MINIMUM OF 10' HORIZONTALLY AND 18" VERTICALLY. EXPIRES: 12/31/2020 14. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE AND LOCAL GOVERNMENT AGENCY SPECIFICATIONS. ISSUE DATE DESCRIPTION Q6/8/20 Planning comments C 6/2/20 Proto 20.2 Updates 4/30/20 Issued for Bid 4/20/20 Submittal Set 4/10/20 80%Review Set PROJECT INFORMATION BLOCK JOB # JPM19015.0 DATE: 2/25/2020 DRAWN BY: PM CHECKED BY: AS MODEL DRAWING STANDARDS v20.2 SHEET TITLE • GENERAL AND AGENCY NOTES SHEET NUMBER C 050 CAUTION NOTICE TO CONTRACTOR BENCHMARKS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF OREGON STATE HIGHWAY DIVISION BENCHMARK NO. 921: EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS SITE BENCHMARK POINT # 901 AND ELEVATION SHOWN BELOW LEGEND: UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE 'ION THE SIDEWALK AT THE SW CORNER OF A CONCRETE BOX CULVERT ON THE WEST SIDE OF HALL BLVD. -- -- PROPERTY LINE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR 100' NORTH OF THE OAK STREET INTERSECTION 6.5' FEET NE OF THE SW END OF THE METAL GUARD RAIL MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 7 DAYS BEFORE ANY EXCAVATION ON THE BOX CULVERT 59.8 FEET SE OF POWER POLE NO. 5935 1991 45.30 FEET NE OFA SIGNAL POLE AT PROPOSED CURB & GUTTER dill) TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE THE NW CORNER OF THE INTERSECTION OF HALL BLVD AND OAK STREET.". - - - - LIMITS OF FULL DEPTH SAWCUT/PAVING REMOVAL CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES HORIZONTALLY AND VERTICALLY WHICH ELEVATION: 240.36' CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. - - GB - - GRADE BREAK VGIII FLOODNOTE VALLEY GUTTER/FLOW LINE ACCORDING TO THE F.I.R.M. NO. 41067C0542E, THE SUBJECT PROPERTY LIES IN ZONE X, CURB CUT AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR DRAINAGE AREAS LESS THAN 1 SQUARES DRAINAGE SLOPE AND DIRECTION MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE OF FLOOD. EFFECTIVE tn DATE NOVEMBER 4, 2016. Ii " " s • LANDSCAPED AREA/SELF-TREATING STORMWATER TREATMENT AAAAA y THE RESULTING NEW AND IMPERVIOUS SURFACE AREA ONSITE IS APPROXIMATELY 695 SQUARE FEET, X XXXX EX EXISTING SPOT ELEVATION WHICH IS BELOW THE THRESHOLD FOR TREATMENT X XXXX TP TOP OF PAVEMENT ELEVATION X XXXX IC TOP OF CURBI XXXX GT/FL GUTTER X XXXX GR GROUND X XXXX FF FINISH FLOOR X XXXX SW SIDEWALK 0 X XXXX LP LOW POINT Z w a_ PROPOSED PAVING LEGEND: CI git oamill FULL DEPTH AC PAVEMENT N W REPLACEMENT co mil im in im Im PERVIOUS CONCRETE PAVEMENT M am CIE W RSIDEWALK 0 4 = N N 0D . 0 ,� R vQ _ \AI D A N GRAPHIC SCALE u- c'' S �� 10 0 5 10 CO1%!W0 V � _____, ___ - \ zpao { IN FEET IIS ~ 1 1 inch = 10 ft. 4t W rt • - W W W W Jr w 1 .16 ' 4, 71 . W W W J• w W dig.. �J• W 4. w J• w - y W 4 vl a . i J• y W W 4, J. yam. . W w w * W Jr * Jr4, W W W 4, W y� yIW w W w w 110GRADING KEY NOTES: or- p •oC� - W W W W W J• ^V+ 4-.... W W V, W I r L 1 '' , W Z MF. w W W W W W �W r W W W W W J' 4' w VWWv + OMATCH EXISTING PAVEMENT ELEVATION. . w W W J. W y .'".4, y w w * J• J• W w • O '''.4, ViJL WWw w4, wJ 0 LIMITS OF PAVEMENT REMOVAL. ZSob6 .� 4' y W W w y W W W w - w 0 EXISTING PARKING TO REMAIN, SEE ARCHITECTURAL DRAWINGS. W4 ii.-I w w W W W W w W w W W 0 Cn Z W W W w W W * w w ® EXISTING AC PAVING TO REMAIN, PROTECT FROM HARM. w w w " V/ W W w J ® EXISTING TREES TO REMAIN, PROTECT FROM HARM. - 1- 4, y w4w _ 4 W -Jr W w \ ® ACCESSIBLE PARKING, SEE ARCHITECTURAL DRAWINGS. W WW W y I w w � W W 0 O7 LANDSCAPE AREA, REFER TO ARCHITECTURAL DRAWINGS. 0 W W w w w `o w w .frW J• " * ® IANTFMORMACTHIOINNE. , REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL 0 (E) CHASE BANK rw ,, W w I FINISH FLOOR 220.56 w w J.v ,J. . w QVIPAVEMENT, 0700. (PER SURVEY) w * w W W W Via• W W W 4. w w � \ 10 ASPHALT PAVEMENT, SEE DETAIL ON SHEET C700. • w w 4, w W W W W w w * 11 PAVEMENT MARKINGS OR STRIPING, REFER TO ARCHITECTURAL PLANS. ARCHITECT/ENGINEER OF RECORD + W W � PROTECT EXISTING MARKING AND STRIPING TO REMAIN, REPAIR IF (E) FF/SW 220.56® w w W W ,220.68 • `220.50 DAMAGED. J'Aill CONFORM y W (E) FF/SW 220.56 _ * y 22(1:53 W ) \ 12 CONCRETE CURB, SEE DETAIL ON SHEET C700. W I{VI w J CONFORM SW/GB (E)AP) , r. _ 4. W 1 13 RAISED WALK, SEE DETAIL ON SHEET C700. 220.51 SW 220.60± CONFORM y W W n 7 14 12" CURB CUT. '-224.62 2 x.61 W y W /-220.63 220.61 15 CURB RAMP WITH TRUNCATED DOMES PER GOVERNING ACCESSIBILITY C I V I L 220.56 220.62 22Q .� REQUIREMENTS, SEE ARCHITECTURAL PLANS. DETAILING SIMILAR TO ' ,,2210.5.8 W FF , �. , 220.5'7 W ' 2f1.417SIDEWALK DETAIL ON SHEET C700. I. Engineering 'd.. ��� / I" �� rf.,:�,'ai \_ , 1 0.56 (E) FF/SW 220.56 - �`N. - `, SW/GB �.. . H.:. (E)/(P) �.60� ' 220. -gg 19120 SE 34th St., Suite 115 1220.44 SW 220.49E 220.57Vancouver, WA98683 CONFORM •\ ' CONFORM X[.22043 210.84 Tom. �+♦� �I i i r .,• _� XS. ` �� O �- -a -- ,4{ le, 01 .15r n�ho�aoa r W . �, W i �16 d. 7�} //� r Ph. 214-491-1830 I.O2 f1 Z 9- W i i i O i i i W ,, i -- y .r - --`-, I I- 'n.nQ 9 � i '. i i * -,:„.NOV\ i 2* i . + I I - ->� j - > I- I� �zzo.4z + . v 4 , 0M John Measels. PE ^ Q.I. w w * + i v� * * *220-- CIVIL ENGINEER �. \ \ 22Q 4+1 :� 220.32 • - - N - ' i i `- i W ,i' i�i N N " (E)/(P) I/ / � \ = TPW 220.40. These drawings and specifications are the confidential and proprietary property iiii `4W ii -+F \, of JP Morgan Chase and shalt not be copied or reproduced without writtenI CONFORM tit TP 219.98 �, i 219.90 (�j�� ©� i i • ��.09 authorization. The contract documents we a prepared foruse on this specific /TP 2 r 1� / ,;\ i i\\''rY i i • i �1' i i i * - sIite orcat 1anlater time its Use of thesendrawings tortaeference orae amlpie on 1 215.87 SW 220.46 1 l"++y \ t�g Y '�'� W W * * V i//* * * i another project requires the services of property licensed architects and I \-a / engineers. Reproduction of the contract documents for reuse on another OO .ti i V• i W i '✓ I, rI. protect is not authorized. O TP 219.92 , 1 \ :.,, r i r ©W i �/j I .r i � i 79 215.89 Or r I - \\ \ i ® i Y * DECEI'7"&. nip l !I rl 1�\ \_-4(-- i SEAL +I I I Y i� 'M 'ice i * * )N' 'i i r ; 22 1a I \ \ Tc 220.08 _ n _ 4 9M27 I e lil I � • \\ ['i / TP 219.58 i i * .."------+ ��i i i ' 229 I, �:371 ry,. y r �% ''N" N. �i i i . , I t \\*4- moi i v i j�2 89 �224.z4 � 2122 ,1 - .1 a y1L��.19 * i I j l frini�� r +r * i11 �' , III15,68 215.92 N co ti ( �/(P� 1*.`� + w�� w * i i 0.25 2Z0.i Q �X * i .. i i .fir i W ; 4(1' \ la - 4 TP 218.90 TP 219.67 4D (E)AP) i i * * 0 !K. r ^, DECD 7"&T Drip N / / N 21524 CONFORM U TP 219.66± * -* -i * i ,i• " • CONFORM 1 220.27 r 220 .,. � s, ,4:�. ©O a 219.69 2 GA7 2 +.15-221.64 �, I v 44 Y8,24� v5 o, N s k 218.59 $ 354 .'• I.S�o ry 224.2s 221 •� o 21��011 (1 ��► 216.61-1219.39 Fl ..____22.,..02...8 ry T. MEP k k .-� jc k ���q - 220.37 220.29 CB(ODQT) 12/31/2020 ry �, l /' 1 RIM:219.79 1 ry \ti\1EXPIRES: 216.52 f 1 217.37 % / \ \ '/ / \1 \ \I 1r i , 1\ 12"IE SE=217.01' q ^ 21�I�11 ��.62ry^ m m g ooff I^� r' /?�}\� H6' �_ ; 220.12 ISSUETDATE DESCRIPTION y � ©O � 45 ' 220.26 /�/ O / W ^ * * o _ o =_ 220,24.23 _ 214,65 214.1'0 w �`_ o 222 1 a . O * 1.--:--____- � r-720_,.23_ � W W W * `.' W * W% W * W 218.51 219.45 / ` ` rS. O • 4. W w w 4, �i� w w `�`� 217 219.04 219.91 ,-219.70 -219.88 _min / r I\ - 21924.99 --- - /� y 4 2T��.50 r -220.02 I 220.15 ��`J�W� \ 22u.16 r W W W w W W W y W„//lr til�ll1W\ J• '�/ './_-219.0C} .. __ ...._.�. 21W.21' I �, I I y I 7 Jr j Ir- I r .-- ��7211/ , s1I I`\.\\\\ _ \`\ •1 19.19 - • y W w * * W W w 4,J W J {�{[X / X �` - __� _ �� r I _ - / T I 1 1 - 2 i▪ W W W W W W W w W W r �� n/ �j �} - //1//ii ! \\ \\\\\� \ "f VrW 219.99 0 6 2L - b 6/8/20 Planning comments tl 10'DnpLO[ /� - -4' R N 4 l l\ 6/2/20 I Proto 20.2 Updates 1 - 1- - ! \ ft N DECD 9"7, 0'Drip a' - - -- - - 4/30/20 Issued for Bid �- - r \ DECD s"&5'Drip ' H.26 ` ay.:''� 2.7 ;♦��y♦ft j� ry 4/20/20 Submittal Set Of `06.58 f h A • � � \ 4/10/20 80% Review Set '.4 CMP OUTFALL (000T) r ► ► �. 0 6 1 At PROJECT INFORMATION BLOCK 1 I � d �� DATJOBE: J 2/25/2020 S� - DRAWN BY: PM4 \ \ CHECKED BY: AS MODEL \ \ DRAWING STANDARDS v20.2 \ \ SHEET TITLE ' GRADING PLAN ' ' o. ,,, th AlgESS SHEET NUMBER 811 0 •eilpfr- Know what's below. C 300 r Call before you dig. CAUTION NOTICE TO CONTRACTOR BENCHMARKS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF OREGON STATE HIGHWAY DIVISION BENCHMARK NO. 921: EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS SITE BENCHMARK POINT # 901 AND ELEVATION SHOWN BELOW UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE "ON THE SIDEWALK AT THE SW CORNER OF A CONCRETE BOX CULVERT ON THE WEST SIDE OF HALL BLVD. SEQUENCE OF CONSTRUCTION ACTIVITIES: LEGEND. iMO INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR 100' NORTH OF THE OAK STREET INTERSECTION 6.5' FEET NE OF THE SW END OF THE METAL GUARD RAIL A. CONSTRUCT TEMPORARY CONSTRUCTION SAND BAGS ACCORDING TO MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 7 DAYS BEFORE ANY EXCAVATION ON THE BOX CULVERT 59.8 FEET SE OF POWER POLE NO. 5935 199145.30 FEET NE OFA SIGNAL POLE AT THE APPROXIMATE LOCATION SHOWN ON THE EROSION CONTROL PLAN. "' - PROPERTY LINE TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE THE NW CORNER OF THE INTERSECTION OF HALL BLVD AND OAK STREET.". SgNIICONTRACTOR TO RELOCATE ALL EXISTING UTILITIES HORIZONTALLY AND VERTICALLY WHICH B. CONSTRUCT TEMPORARY INLET TREATMENT AROUND OPEN STORM PROPOSED SAND BAG CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ELEVATION: 240.36' DRAIN INLETS ACCORDING TO THE EROSION CONTROL PLAN. O INLET PROTECTION C. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. - - - - APPROXIMATE LIMIT OF DISTURBANCE D. BEGIN CLEARING, DEMO, AND GRADING. Site Conditions Minimum Frequency E. PAVE STREETS AND SIDEWALKS AS SPECIFIED ON PLAN SHEETS. EROSION CONTROL KEY NOTES: (D ll Daily when storrnwater runodf, including runoff from F. RE-VEGETATE LOTS, PARKWAYS AND ALL DISTURBED AREAS IF ANY. 1 Actin Period ! snowmelt. is occurring. At least once every two 0 TEMPORARY SAND BAG PER DETAIL ON THIS SHEET weeks, regardless of whether or riot runoff is G. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. O INLET PROTECTION TYPE 6 PER CLEAN WATER occurring. SERVICES DETAIL 925. NOTES: Once to ensure that erosion and sediment control 03 APPROXIMATE LIMITS OF DISTURBANCE 2. Prior to the site becoming inactive or in measures are in working order. Any necessary 1. CONTRACTOR SHALL POLICE SITE REGULARLY AND AND KEEP SITE FREE OF TRASH AND CONSTRUCTION DEBRIS. anticipation of site inaccessibility. maintenance and repair must be made prior to leaping the Site. 2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN COMPLIANCE WITH CITY STANDARD EROSION CONTROL DETAILS. 3. Inactive periods greater than fourteen (14} O Once every two (2) weeks. 8 , o calendar days. Q I � Lu If practical, inspections must occur daily at a 4. Periods during which the site is inaccessible due relevant and accessible discharge point or to inclement weather_ downstream location. c) Til joimota, N W 00 ._ F- In N H a a W SAND BAGS M disch0 U � HIGH MIN.n N v o v •S UcE UN 10 0 5 10 I I I NOTES: M CI CL 711/ V w 1 . CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE ( IN FEET ) CHANGE IN BASE ELEVATION ALONG THE REACH DOES NOT CI Z O < 0 _ - 1 inch = 10 ft. EXCEED 4 THE HEIGHT OF THE LINEAR BARRIER. IN NO CASE } W w --w w ' I SHALL THE REACH LENGTH EXCEED 150 m.PLACE SANDBAGS W ❑ - . 4, * 4, __-w-- 4, * 4, .idi. ` w 4. _-4,-----V--- r,.. 4, w w w 4. w TIGHTLY. i=w W W ---4,-----W--w w IN. �w W W 4, w w W w w w , w �-- - #W -mo4wwV!. . WW +r � • 42 'i - j1 w w w w w w, w w ( •) 2. PLACE SANDBAGS TIGHTLY. a. W 4 in < �1 ww `t ,v______.,..----.. J' i -. * w w _* J . 1 1 4, w . wW -' w w w " 3. DIMENSION MAY VARY TO FIT FIELD CONDITION. ZO W _ w W1W77. 0 I . w 4' w-- 4'- 4. w ....=‘, '''''.4.. i w w w w 'P 4, 4. * W 4, w 43 . W 4.3._ w -- 4�ww ` .+ !w w w * j). 4. _w d 4, ,iW W w W * W * 4 V w W 4, ♦ l Z N28 SL'a62 .� w w w I 4, w w w 4. THE END OF THE BARRIER SHALL BE TURNED UP SLOPE. j 1 V w ww w ww • y w w w w 4. 5. SANDBAG ROWS AND LAYERS SHALL BE STAGGERED TO W4V w w w w ELIMINATE GAPS.w11Ww ww w ww w /wZw W Iw W w 0W wwW SAND BAG INSTALLATION aI 4.- w � www �t- V w W w w w ♦ y N.T.S. Z w W w w W V w W �. w w CA W W •[' raw w W W C J\ I. w w 's+ w w, \ - . 41%00 4, 4BAGS (i) W W W .* w W W 2-BAGSk w w w w w HIGH MIN. W w w 44w W wY V w w w l'�' w w w � I `` ` w w w w w w NOTES: 777 777 It ' w l w w 4. ARCHITECT/ ENGINEER OF RECORD w w w w F220.500 4. 4, W w 4220.68 1 . CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE w w 22053 w CHANGE IN BASE ELEVATION ALONG THE REACH DOES NOT w ,1 w w 4. w 1 EXCEED i THE HEIGHT OF THE LINEAR BARRIER. IN NO CASE �' - SHALL THE REACH LENGTH EXCEED 150 m.PLACE GRAVEL w w w s -220.62 220.61 w w .�/-220.63 BAGS TIGHTLY. kikil 220.56 220.62 22c , 220.61 w w ,�,, CIVIL w22o.58 2. PLACE GRAVEL BAGS TIGHTLY. w IF 'k `\• � r LI , �j �', ,'� r20.571 Q6•41 3. DIMENSION MAY VARY TO FIT FIELD CONDITION.�. . ...\-, ;,...,<\ -. 1_,. .Li.. a- . - ail= em,'_ , o.5s 1 Engineering 220. 23 4. THE END OF THE BARRIER SHALL BE TURNED UP SLOPE.' L. L 220.57 22 220.43 19120 SE 34th 51., Suite 1 15 ,� _1.3% / Vancouver, WA 98683 21o.s4- �. `�'• • ' MO w i k/ 5. GRAVEL BAG ROWS AND LAYERS SHALL BE STAGGERED TO R ` � . • , • -, - r °96.15 ELIMINATE GAPS. �� `r �- :%,.. .. 77��f] i i � Ph. 214 491 1830 '���� "7 1:2.s.... •.°nco2o . 1Q iL W w O' W i i i .4.+77,/ n k c_ s 1 " °�. 8 A 5 f�, I -- -$ I - r _, >� - s- o7 "1 '.J' 1 - w i i _v w w i ;a GRAVEL BAG INSTALLATION L ry ry N 1.os * w w w w w * = * moi• John Measels, PE i22Q.4�1 220.32 N.T.S. CIVIL ENGINEER 1 I � \ w * w w w * .�` . w w w w�w i I 1 r . i * �1 U\AI Win* w �Y W • ° w w oq These drawings and specifications are the confidential and proprietary property 'f / 219$7. \ \ \ tI i \��\ i i i1/.. i Yr i w - ' 2(1.09-Oy of h Morgan Chase and shall not be copied a reproduced without written ` �S ` authorization. The contract documents were prepared far use on the specific I !` 1 J ' wf J i �i� W i i i�i �_ i + i * i site in conjunction with its issue date and ore not suitable for use on a different ♦ / site or ata later time. Ilse of these drawin for reference or example on 215.87 I 1 S '` * * * w ✓ w / w w w i` p J, ° , / another project requires the services of property licensed architects and I1 4 i * w w w �/ * i w i 1 .79 engineers. Reproduction of the contract documents for reuse on another �' ` 1 J y 1 \ - Project a not authorized. - - r l \ \ th- * * j w i w //no I1.t 0,1\ ii �Y 215.89 ,� �° 1\ \ \ / i + W'-� W DECN'r&drip *II �� , ' * / SEAL c/�• I a� 1. \ \ -1 w� w * w * Z i * i �y� i w 22 _{ 0 22427 pw 4 W • r/' w �:w w +I���i w w 1. !': 37 IP G L k ,,- ^ .'` �, . w j w w w ♦� w �` W w w �N A- A- A- ryj\ �� i w w /n� !rf ��\\ ���wi �rw � 220,24 1 219 ?22 FOR FURTHER INFORMAl10N I 'j h ryry bei.19 /I� 1q,' � artON DESIGN CRITERIA SEED PCOLice N ry w w W� W F - 'r 15.68 215.92 N 8S aS / +' * * w'' i W w * w 0.25 ^� CSERVICES HAPTER 4 OF CLEAN WATER . O EF �S i w i w i i i 220.78 229 �:�,�.i7 AND SEDIMENT SICONTROVENT10N 0 I N 0 N. w ,--� w i w i \ . PLANNING AND DESIGN MANUAL. 4 N 215.24 O ), DECD r'&rDrip -'w w w w w ' 'K." ' Li, 1ry - .- - _ - 220.27 f -10 r�.� nn 12 '' � 219.6 L �a7' :i LI 22y.64 ,h 1 k 218.59 r4%96.40.55 '- / 21 MAY BE USED SHORT TERM W / UTILITY v 210311 WORK AND W / PHASING OF DEVELOPMENT /-TIGHT TO CURB ft 41 Y8,2431/4 tv� k 216.61 Al 1-219.39 �1, O �E�`8 2� ` N T. E.p'9 gc� ra ) k ' 220.37 220.29 RIM 2 4774 EXPIRES: 1 2/31/2020 FLOW %' 216.52 jl£rL, 217.37 k \. .../....' 1>\ I/ -+ 12"IE SE=217.01' 21 &1 k �f /, 1,�� I S ! 11/1 k N H N N N rytoo E).% - 21p,( . `� Vi +� r,r� 220.12w YGSl , 2 � ISSUE DATE DESCRIPTION `T�,,,,,.'4 du,. 945 t 220.26 w •//W�i " J CATCH BASIN l = = - = W W w w 22 1� ` 22 6.-' w W w 214,65 214.40 W .Y- W w LLU. -r-� O N 1,:_-_- O. �� _.....- 4::....,.....,, _ / N tI 1 •* . rJ" ..444re;: /s rI rix,. * * * * w w 4, 4.-%.;..„* W w r218.51 219.45 / \ f 1�' y/ op tO / rI rI 44'044'44 ,, ' / N rI rI 219.70 �\ -� �s � o. .•ii rig ri•. w w w w W w W �✓/. 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DECO 81 o Drip try I 6/2/20 Prato 20.2 Updates - r -DECD6"&5'Drip `♦ "21.26 �"`�y OI�,, Nry tt��'tt�'•tt�o 7 o it�ti�'?i 4/30/20 Issued for Bid �.• of t , oft" it����oi���r ti�tit�+tiei le, ,� /0 '6 i 4v `4i�,tri ?:° a iZ•%*'iri 4/20/20 Submittal Set •� t _4.....,,,:-•44.#%4. ,o/ .•. !06.58 �' '•.i �� riae 26" ir,rir,t - , '4" CMP OUTFALL (000T} vitt-���� 1 6 \ `,, � ���•° °�+ tit rot 4/10/20 80 Review Set 14 Alt r w: rt rt ri - 40+4;tr,t ti tt r, rt t� N° ° d1rt rtt� 38 I \ NO �� rr ii 0'4.,4'4,•00,A144.041"444•44. irf.if% PROJECT INFORMATION BLOCK , rt ti ot� 1\' tiro r�ai r4i�'6vrii .v oi o� - JOB # J P M 19015.0 '1 S t��;moi"�i�,4``,,of"��`e`i`fe1`�`i >oi"i DATE: 2/25/2020 ti�S�>a,;...,%?:. ai..tf:�oi�:�tg%.i��,3;g%,rife: _ DRAWN BY: PM \ 1 1 - 48" CHECKED BY: AS TOP MODEL 1 1 \ DRAWING STANDARDS v20.2 APPROXIMATE INSTALLATION NOTES: - LOCATION OF DRAW 1. INSTALL SOLID FABRIC SIDE DOWN MESH SIDE UP. SHEET TITLE OINLET DOWNSTREAM 2. ATTACH TO CATCH BASIN GRATE AT A MINIMUM OF 3 LOCATIONS TIGHT TO CURB WITH 1/4" ZIP TIES. � MAINTENANCE NOTES: SOIL EROSION 1 1. ANY VISIBLE SIGN OF SEDIMENT ACCUMULATION TO BE CLEANED UP AT THE END OF EACH WORKDAY. AND SEDIMENT ES� 2. REPLACE U - SHAPED FILTER BAG AS NECESSARY TO PREVENT WOOD CHIPS FROM ENTERING THE �/. ,1-\ n h A1C- _- STORM SYSTEM. CONTROL PLAN 81;?( ` � 0 SHEET NUMBER INLET PROTECT ON � CleanWater Services TYPE 6 DRAWING NO. 925 REVISED 10-31-19 Know what's below. C 4 0 0 Call before you dig. SEAL COAT PER SPECIFICATION ill) ASPHALTIC CONCRETE IN 2 / I OR MORE LIFTS MIN. -o \. /i !i Ii �' �i �' ti �' `1 CLASS II AGGREGATE BASE LI .44.#40100.#4004A%444.4. �/4111 i���ilwi6,lil�i,♦ LIi1� COMPACTED TO MINIMUM 95% �s• t' •o• i' ��• �' �� RELATIVE COMPACTION. �' / �.; SCARIFY & RECOMPACT TOPtn ;l I , >4,44/ •\/ /1\/�� OF SUB-GRADE TO A MIN. OF 90% RELATIVE NOTE: 1. APPLY A "TACK COAT" OF ASPHALT TO VERTICAL FACE OF ALL CURBS, GUTTERS AND STRUCTURES BELOW THE PAVING SURFACE. 2. BASE COURSE: THE MAXIMUM AGGREGATE IS 3/4" AND THE MINIMUM LIFT SHALL BE 2". 3. FINISH COURSE: THE MAXIMUM AGGREGATE IS 1/2" AND THE MINIMUMI LIFT SHALL BE 2". O U- 1 ASPHALT PAVING A e, Q NO SCALE w f1 V) .. .� , e. • .. N W :':,:: �- OPEN-GRADED PAVEMENT MIX ... .- Co\ 11111111 (D :+: -• +••:1<'•.•' •;7•..4:':�•-•. I.- AGGREGATE BASE SHALL CONSIST OF ��,, ,•-j: ��N::,?�';S`rs� •est:jos 3/4" •�••-_, .:•;. _•.-...�.::..•,. �. CLEAN, CRUSHED TO 2" �������`��'�'�;� �4'c UNIFORMLY GRADED AGGREGATE. •NI CyCi �jlA1�j���I�I W' INSTALL NON-WOVEN GEOTEXTILE W Nf• `#Vit`11��rv� t FABRIC BETWEEN THE SUBGRADE 0 = N �Q (NATIVE SOIL) AND THE AGGREGATE I,7 4 BASE FOR PROPER SEPARATION. 0 r. N %. . ova N a ,i 0- SUBGRADE - SEE NOTE 2, BELOW. 03 CI V ot MZ0 < o 4k LV a' OC ❑ a � NOTES: W Q � Q 1. PAVING SECTION IS PER LIDA HANDBOOK.REFER TO CITY OF PORTLAND r 1� STORMWATER MANAGEMENT HANDBOOK FOR PERVIOUS CONCRETE SPEC. al V "PERVIOUS CONCRETE IS A STRUCTURAL, OPEN TEXTURED PERVIOUS 0 •43 CONCRETE PAVING SURFACE CONSISTING OF STANDARD PORTLAND CEMENT, FLY ASH, LOCALLY AVAILABLE OPEN-GRADED COURSE I• Z r AGGREGATE, ADMISTURES, FIBERS, AND POTABLE WATER. WHEN PROPERLY HANDLED r HANDLED AND INSTALLED, POROUS PAVING HAS A HIGH PERCENTAGE OF 4 VOID SPACE (APPROXIMATELY 17-22%)". CO Z 2. SUBGRADE: EXCAVATE TO THE BED BOTTOM ELEVATION. CARE SHOULD BE CE IN= IIM TAKEN TO AVOID COMPACTION OF THE SUBGRADE SURFACE AND ALL CONSTRUCTION EQUIPMENT SHOULD BE KEPT OFF THE SUBGRADE. IF I y BASED ON SOIL TYPE, THE EXCAVATION OF THE SURFACE HAS BEEN SEALED, THE SURFACE SHOULD BE LIGHTLY SCARIFIED OR RAKED TO %ow, PROVIDE INFILTRATION. 0 , FOR TRAFFIC AREAS, COMPACT THE SUBGRADE SOIL FOR PUBLIC ROADWAYS, PRIVATE STREETS, PARKING LOTS, AND FIRE LANES TO ENSURE STRUCTURAL STABILITY AND MINIMIZE RUTTING. COMPACTION SHOULD BE 95%. BECAUSE COMPACTION REDUCES SOIL PERMEABILITY IT SHOULD BE DONE WITH CAUTION AND SCARIFIED PRIOR TO SETTING THE ---- AGGREGATE BASE. PROTECT THE SUBGRADE FROM FROM TRUCK TRAFFIC. ARCHITECT/ENGINEER OF RECORD IT IS IMPERATIVE TO PROTECT THE POROUS PAVEMENT SUBGRADE FROM OVER-COMPACTION. IF THE SUBGRADE IS OVER-COMPACTED, INFILTRATION .,� TESTING SHOULD BE CONDUCTED DURING DESIGN OF POROOUS PAVEMENT A TO ADEQUATELY ACCOUNT FOR REDUCED SOIL PERMEABILITY. 3. DURING CONSTRUCTION, POROUS PAVEMENT IS TO BE PROTECTED FROM 11 FINES INFILTRATION DURING SITE CONSTRUCTION BY COVERING VISQUEEN OR SIMILAR IMPERVIOUS MATERIAL. CIVIL 4. LONG TERM MAINTENANCE TO FOLLOW CWS LIDA HANDBOOK. -•. Engineering 19120 SE 34th St., Suite 115 Vancouver, WA 98683 2 PERVIOUS (OPEN GRADED) CONCRETE PAVING SYSTEM Ph. 214-491-1830 NO SCALE John Measels, PE CIVIL ENGINEER These drawings and specificofions are the confidential and proprietary property of JP Morgan Chase and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with ifs issue dote and are not suitable for use on a different site or ata later time. Use of these drawings for reference or example on another project requires the services of property licensed architects and engineers. Reproduction of the contract documents for reuse on another 4" CONC. SLAB OVER COMPACTED FILL project is not authorized. 6 X 6, W-1.4 X W-1.4 W.W.F. CENTERED SEAL , 6" �r IN SLAB. TOOLED SCORE JOINT 1% IN. TOOLED EDGE 1. 290 MAX. ' 6" OR PER PLAN kt•tap PROp40 xf— x x . 5 .. / O��b !*OtiNElc - 3 _ - d • ' A.0 PAVING OR CONC. PAVING WITH R : ���. i CC EXPANSION JOINT, AS OCCURS 'K- e L \, o /,,\ \ #4 CONT. T. & B. 1 4'0 441Y8,24$ y s. N5 #e. f�. NOTES: r wan 0. 1. EXPANSION JOINTS ® 40'-0" MAX. EXPIRES: 1 2/31/2020 3" 2. CONTROL JOINTS ® 10'-0" MAX. 6" 3. WHEN ADJACENT TO CONCRETE SLAB CONTINUE SLAB JOINTS THROUGH RAISED CONCRETE WALK. 2" THICK SAND OR 4. ISOLATION JOINT AND THICKENED SLAB EDGE 1/2" DRAIN ROCK MAY BE SUBSTITUTED FOR EXPANSION JOINT. ISSUE DATE DESCRIPTION I I 3 RAISED CONCRETE SIDEWALK A 6/8/20 Planning comments A 6/2/20 i Proto 20.2 Updates 4/30/20 Issued for Bid A.0 PAVING OR CONC. PAVING WITH ISOLATION JOINT, AS 4/20/20 Submittal Set OCCURS 4/10/20 80% Review Set CONCRETE CURB. MATCH PROJECT INFORMATION BLOCK EXISTING CURB COLOR WHEN JOB # JPM19015.0 REQ'D TYPICAL CONCRETE SLAB DATE: 2/25/2020 1/4" TOOLED EDGES (TYP.) 6 X 6, W-1.4 X W-1.4 W.W.F. DRAWN BY: PM \ CENTERED IN SLAB CHECKED BY: AS ,// ID < • �`����1f�` _ ��C3� I :• f • MODEL f��fOf� `-x iC` x—x—)F a • '• ZuD �, (2) #3 BARS, CONT. DOWEL \ , . DRAWING STANDARDS v20.2 w 1 '` q INTO EXISTING CURB WHERE _ Z ��.f��Ijlflj j.j \ l o — I — J r�oOCCURS - �•%%%%%% —% SHEET TITLE a 4). �,�0����D�G��!� 040�� ">*. FILL/NATIVE SOIL w - CL\ •: -• 1 '` ' COMPACTED TO MIN. \c" \,/\ - -. e-/ NOTE: \ \ * 90% RELATIVE DENSITY 4et / MAX.1. EXPANSION JOINTS ® 30'-O" O.C. DETAILS EX EQ. / ( /EQ. AND / 6" / CONTROL JOINTS ® 10'-0" O.C. MAX. APPLY A "TACK COAT" OF ASPHALT TO VERTICAL FACE OF ALL SHEET NUMBER CURBS, GUTTERS AND STRUCTURES BELOW THE PAVING SURFACE. 5 CONCRETE CURB 4 CONCRETE SIDEWALK 0 700 NO SCALE NO SCALE J \ SITE PLAN DEMOLITION NOTES il ID-1 REMOVE PORTION OF EXISTING CONCRETE CURB f . 1 . — REMOVE PORTION OF EXISTING ASPHALT PAVEMENT FOR NEW r D-2 ACCESSIBLE PARKING STALLS. D-3 REMOVE PORTION OF EXISTING CONCRETE WALKWAY FOR NEW f r \ ENTRY DOORS. 1.11111111 • J j D-4 REMOVE EXISTING CONCRETE WHEEL STOP. 1 — . J SW DA Iria a \ U �� PREVIOUS HOME - - - / `�� THEATER STORE �_ . �100, \ < 7 COVERED ROOF' '/ . . _ / ‘- .".C:,111,-Z..,:j.-. :. :, (El GARAGE BAY iii_ ________.;,.- .r-%-_ _ -01 , - - - - = = G) \ ADJACENT SHOPPING STORE t -- Tr . oADJACENT SHOPPING STORE I iiiii, t � D-3 �� . 1 - . (BAJA FRESH MEXICAN GRILL) el (BABIES'R US STORE} �/ : QQ (E)GARAGE BAY I f o o I Tri "`� 1 `''" . :y:_:W: m' 9 D-5 N \J . — • ♦ :ter ., IN \y ;,. - - ..•.•_• - -� .•(E)GARAGE BAY i ( IN ( i-'-` • - ' - . i. / / ' ..W•W._ 3 I til \ ij Imm / F„,,,,,,,.._ _ r.„--,,_, / 07 i ' /3‘1".. (S;i-:"---:1`_ .6, -, •:*: #iI x M 1 � Iry U 0 2 D 1 IL 0 W •- I J i co // oa v// ,_,iirt,„:-..„... 11\ ed \ o c� a c� r, _.,., nrs--L---„._ _ N u_ 0% \ CO 0 OE W4/.6q-: .-v---.-• 11 / afrizr.--, - -0- 1t, -...„ , ,L, ,:d v' o Q I r r i I I t '1 5 i el) Z < O r - '' - • - _ _ . . _ _-�/• - - _ - • - _ . _ _ - 11r —' -tea . V _S• — — — — — — I \ O ' ,.:_ — � "� — .rte�N��. �. 1.1.(-7' .�L= ' -I` rt/ S22°48'26"E 302.57 \ ' W DC i 0- W4Net a ik\li . • Z � — z , o ADJACENT SHOPPING STORE — 4. (PIZZA CABOOSE STORE) I W 11.11 a A� en Z RESS E}M A \ aNM IM pEPO1 p5 = ai /% A N 1 SITE DEMOLITION PLAN AO• .1 1" = 2O'—a° ARCHITECT/ ENGINEER OF RECORD KEN McCRACKEN, ARCHITECT Architecture•P-r•,. •am Management•Permitting SITE PLAN NOTES 6930 DESTINY DRIVE, #100 1 ROCKLIN, CA 95677 l A-1 EXISTING PROPERTY LINE. Can#act:ARIANESANDERS 707.655.4320 ASANDERS@PMDGINC.COM A-2 EXISTING TRANSFORMER. A-3 EXISTING LANDSCAPE AND IRRIGATION SYSTEM. r A-4 EXISTING SITE LIGHT AND POLE. J I A-5 EXISTING TRASH ENCLOSURE. r These drawings and specifications are the confidential and proprietary property of JP Morgan Chase and shall not be copied or reproduced without written authorization. The contract documents were prepared for use an this specific A-6 EXISTING PUBLIC SIDEWALK. site in conjunction with its issue date and are not suitable for use on a different J site or at a Icier time. Use of these drawings for reference or example on 1 another project requires the services of properly licensed architects and 1 engineers. Reproduction of the contract documents tar reuse on another f -- --- A-7 EXISTING SIDEWALK. project snot authorized. S ,�I n A >� T M A-8 EXISTING EASEMENT. SEAL VV — �M A-9 EXISTING UTILITY POLE. �o�D nRnC/ A-3 _ — _ �C� `\ �l C//� A-6 — . A-10 EXISTING CONCRETE CURB. KENNETH J. �� _ .. A-1 — — ,� ..rte_,,: 11—, 1_,L \ MC RACKS f — _ — — • W ��r A-1 A-11 EXISTING GAS METER. • =1d2 I 11 � > , . AM S, WA � •�• eb I License#5599 - . - • - -:.."r.:11.1 - I" . .?gill I A-12 EXISTING STAIRS. ��� �� Ali _._� �^ i — „,r : •�r 37 A-13 EXISTING ASPHALT PAVEMENT. �( OF l& l �. � A-1a ' _ � CHASE : - :����. . �� 1 �/� � I 3 �J6� S.F. A� A-14 EXISTING BIKE RACK ON CONCRETE PAD. 04/20/20 / • A.4 r, 1 A 14 I A-15 EXISTING PARKING STALL STRIPING. KJM/258a - , \ % 0 A-16 EXISTING CONCRETE WHEEL STOP. -r' --• A-13 - - - A-19 A-24 A-7 = I ISSUE DATE DESCRIPTION ' � .' � . [I � r A-17 EXISTING BUS STOP. A15 �► :y: A-18 1, L^ _- -■ U `! ADJACENT SHOPPING STOREI /® .J ! --- %�' �'' —' —b (BAJA' FRESH MEXICAN GRILL) A-18 NEW CURB RAMP, SEE CIVIL DRAWINGS. SEE A01.2 ADA SHEETS ADJACENT SHOPPING STORE Q �.�� A-15 _ - - . u j❑ ❑'-' - m(BABIES'R US STORE} ''� "' O ! o r I 1 I r _ __t �, NEW CONCRETE SIDEWALK AT PEDESTRIAN PATHWAY AND / c?/ 111111 r.?".-.Q-'-V.-' '' S �� A20 . -` lii3G: A-19 ENTRY DOORS, SEE CIVIL DRAWINGS. • - - • A-16 —/ 0'1 - - : - -(5:''9 a A-20 NEW CONCRETE CURB, SEE CML DRAWINGS. / / A-5 O E A-21 ` ; �,'! NEW 9'X18'ACCESSIBLE PARKING STALL WITH ACCESS / ) ,-_- �,, J_ i i_j,c,__, .'.'. �'.`. A 10 \ A-21 �\ 6/8/20 Plannin comments 4i / ,r . a 9'-0' 8'-0• 9'-0' �- -'-'•' i AISLE, SEE 3/A0.2 AND ADA SHEET A0.1.2, CHAPTER 5. 29 r ( � A-12 A•15 it A 6/2/20 Prato 20.2 Updates / i e - . l v� -"'{'-L� A 22 INTERNATIONAL SYMBOL OF ACCESSIBILITY. ti��� A-22 -- A 3 I 4130/20 Issued for Bid co OE A-10 A-3 A-10 A-11 I A-3 ACCESSIBLE PARKING STALL SIGNAGE BY SIGNAGE 4/20/20 Submittal Set // c~ A 13 A-15 A-23 VENDOR, VERIFY REFER TO CHAPTERS 5 & 7, SHEET A0.12. A 13 \ 4/10/20 80% Review Set ,/ r A-10 A`3 AS - ik A-17 ACCESSIBLE PATH OF TRAVEL (POT) FROM PUBLIC RIGHT OF PROJECT INFORMATION BLOCK *a_ f � A9 � WAY ALONG SW PACIFIC HIGHWAY AND ACCESSIBLE • _ �� L A 16 I ' � 1 A-24 PARKING STALLS TO THE ACCESSIBLE ENTRANCE. POT ISA JOB # JPM 19015.0 tIf % - - - _� ::. .-.� .Il. .b._._ A' `. a BATE: 2/25/2020 1 -d° 0-" h " `� . . . - - - _ -- ---- • jJ��y{nr . •"-. oI{ MIN. OF 4 FEET WIDE WITH A MAX. SLOPE OF 5%AND CROSS /L - •.•. `.•�.�." ".•..•'•- 'O ."• .'.•.-.' �- � - �lF '.- -- -. � � S r� I f I li SLOPE OF 2%. DRAWN BY: PM S22°48'26"E 302.57' +� A-9 CHECKED BY: S A-1 \ SITE LEGEND MODEL m - DRAWING STANDARDS v20.2 'o 111 o . - - EXISTING PROPERTY LINE SHEET TITLE -' - .•.'-- - EXISTING LANDSCAPE TO REMAIN ADJACENT SHOPPING STORE -A® DEMOLITION & (PIZZA CABOOSE STORE) I SITE PLAN E MA.�RESS \ - NEW CONCRETE SIDEWALK / �DEPO'C L]SA SHEET NUMBER A N (?\ SITE PLAN A0.1 .y1 1" — 20'-0" AO • • SITE LUMINAIRE SCHEDULE CALLOUT SYMBOL DESCRIPTION MODEL MOUNTING BALLAST LAMP VOLTS TOTAL VA NOTE 1 _ ' L21A EXTERIOR WALL MOUNT 58W 4000K LED FULL CUTOFF LUMARK - XTOR6B W BZY SURFACE ELECTRONIC (1) 58W LED 120V 1P 2W 58 VERIFY EXACT FIXTURE WITH 10 I-❑ FOR GENERGAL LIGHTING . OWNER/ARCHITECT PRIOR TO r ORDERING L21B EXTERIOR WALL MOUNT 58W 4000K LED FULL CUTOFF LUMARK - XTOR6B W BZ MS SURFACE ELECTRONIC (1) 58W LED 120V 1P 2W 58 VERIFY EXACT FIXTURE WITH III CI FOR EMERGENCY LIGHTING WITH 90-MINUITE BATTERY L20 CBP OWNER/ARCHITECT PRIOR TO BACKUP ORDERING ' r SF3 0 ❑ LED AREA LIGHT GE: EALP 03 0 N4/P4 AF 7 POLE LED (1) LED 208V 2P 2W 400 , In 40 X A D1 DKBZ FLAG NOTES: GENERAL NOTES: 1. EXTERIOR FIXTURES ARE EXEMPT FROM SECTION 140.7 OF TITLE 24 11111110- REPLACE EXISTING WALLPACKS WITH NEW 'L21A' FIXTURES. PER EXCEPTION 140.7(a) SECTION 6: I CONDUITS AND CONDUCTORS BACK TO CHASE PANEL. LIGHTING SPECIFICALLY FOR AUTOMATED TELLER MACHINES AS FIXTURES SHALL BE CONTROLLED BY DAINTREE SYSTEM. REQUIRED BY FINANCIAL CODE SECTION 13040, OR REQUIRED BY LAW THROUGH A LOCAL ORDINANCE. © PROVIDE NEW 'L21B' FIXTURES. CONDUITS AND CONDUCTORS 0U BACK TO CHASE PANEL. FIXTURES SHALL BE CONTROLLED /� 2. NEW LIGHT FIXTURE. CONTRACTOR SHALL PROVIDE: A . LIGHT FIXTURE HEAD o ABY DAINTREE SYSTEM. . POLE cK © • CONDUITS EC TO PROVIDE TWO 2" CONDUITS FROM RMER TO THE • POLE BASE w CARRIER POINT OF ENTRY. ONE CONDUIT FOR THE SERVICE a_ • CONDUCTORS PROVIDER TO EXTEND THEIR DEMARCATION INTO THE NEW • TRENCHING/ROUTING FROM FIXTURE TO ELECTRICAL PANEL. RMER. ONE CONDUIT WILL BE OWNER SPARE. THE EC SHALL FIELD COORDINATE THIS ROUTE WITH THE BUILDING OWNER AND TELECOMMUNICATIONS CARRIER PRIOR TO INSTALLATION. PROVIDE 2" 3-CELL MAXCELL INNDERDUCT AND SWEEPING 90-DEGREE BENDS. CI J Ill 0E% N ii. W OO _ 117 11' H M >- 13. IL lig vQ -I = � N0 � 4 . .o ________ J0. � _______ �. o3 C3 u ce ______ r) Z 0 a o 4t !a rg ›. in . 1, ce ____ r Li- W Q "' a _______ — ...- .0 , i,._____________ — 0 a) ;1-0 Z Z •CIPI- - 1 — ILI —I 4 (i) z a — I— i co J _____. _____ ____ ,________ ___ ____ „Ilk 0 ...... _______ ._____ ___. .____ _ - -- _______ 1 __ _ _ — PROPERTY LINE j r _ _ � - -- �� ARCHITECT/ENGINEER OF RECORD ! r KEN McCRACKEN, � ` 11 � � 1L-_ 1 ARCHITECT r ® - Architecture•Program Management•Permitting I J — — w © ,�. 1 6930 DESTINY DRIVE, #100 .... 1 T 1... _____ _____ _ ` 7mi. °. ,I, .I RO Contact: act ARIANE SANDERS p — �� 707.655.4320 r ASANDERS@PMDGINC.COM � I I 11 DATA/RMER 1 I l° " ROOM WM' MN' tat lvir � _ °1 J 11111.* J1r / These drawings and specifications are the confidential and proprietary property + ■ROVIDE SHIELD of Ph Morgan Chase and shall not bent copiedrepar or dfor eduse without thiswritten authorization. The contract documents were a red For use on Phis s ,tic 0 THIS SIDE site in conjunction with its issue date and are not suitable for use on a different 1 site or at a later time. Use of these drawings for reference or example on another project requires the services of property licensed architects and engineers. Reproduction of the contract documents for reuse on another project V / ` VIA CONTROLS is notauthorized. I / iitr ESL (E) B-13 SEAL O 1 7 A 1 �p PRpFz. 1 1 V� I N EF S V `r z �� 14.L.,'" 15,423 ip v / / 4/1„ / 1 7 L21B Q . - ,Miglic i EWP� �s MH.B-6" L21A 71 1441( E) 8_,-_6_,,..2..-.. _ ______\ ..__ MH/ I :B' 6" i� • E ■ i ■ 4:44, • O / r L21A I I 0.... 1_ _1 1_ _1 k . RO 6/8/20 . , MIH:8-6" / a 677Py EWP - ��„ WAL �- JRoBIsoN / * \‘‘‘‘, � ��� _ I_ - I II s F O 1 '/ `` ( ' t \ATh5BODARY637 \ 1115/1 ENGINEERING, INC ,1 �.� nom, 1 9401 40TH AVE W SUITE 302,LYNNWOOD,WA 98036 / 44 J1i■li� 1 11 MEM 1 0 TEL:206-364-3343 FAX:4258350098 ��/� =I 1 Ikg ISSUE DATE TACT.SHANE MCCLURE DESCRIPTION 1111 EWP� \ IMO 1.6 / re, ./ i . ,_ • /1 1111 (E) I EWP \ t r ,,„___ / ESL q►,. A. "° I I- { EN' �"I c97 ( o,,(4 J / 2 6/8/20 Planning comments /111\___ �.� f n 6/2/20 Proto 20.2 Updates N. �'. 4/30/20 Issued for Bid ATM 50' BOUNDARYJ 4/20/20 Submittal Set 44: / PROPERTY LINE • \ 4/10120 80% Review Set PROJECT INFORMATION BLOCK a / + JOB # JPM14015.0 DATE: 2/25/2020 WVIA CONTROLS 111111 , +*, DRAWN BY: PM // \` B-12,14 , cl 01r41111111M11/11L .0P / �, ... 'i CHECKED BY: AS w P a. '7 4, 6r7 O 1 � ________ yip . , jPROVIDE SHO .� MODEL i 117/ o Vo " ON THIS SIDEIELD *; � 1 DRAWING STANDARDS v20.2 V O V SF3 ,I, �� • �� MH:25-0 • SHEET TITLE ... ... _ _ - I I I .. .. 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' 4.8 3.6 3.3 3.6 5.3 9.6 16.9 17. z e yt3� I 5. r I 0.0 0.0 0.0 0.1 KEN McCRACKEN, Ira �- ` { ^'' '`� ARCHITECT 1 I Architecture-Program Management•Permitting / +0.0 r 0 + +.. 0.4 1. 1.6 1.9 2.9 3.1 2.9 3.2 4.0 6.3 11.3 18.3 16.8 .7 21.7 11.0 20.7_ J 31L7_j 152 30.8 19.9 5.4i 2.2 1.6 0.0 0.0 6930 DESTINY DRIVE, #100 / Id ROCKLIN, CA 95677 Ott I Contact:ARIANE SANDERS 0.1 �0 r.0 r.0 /‘=`iv41.1 1.2 1.3 1.6 1.9 2.2 2.8 3.9 6.4 11.4 19.1 19. I2.3 I2.9 0.3 r a.;,= - - . ' 2. �6 •. 16. 1 10.9 \17.2._ 1 I 17.4 22.1 16.4 5 0.0 0.0 707.655.4320 O '//� ��r��,, 1 1 -� I --� I i i \ ATM 5' BOUNDARY l ASANDERS@PMDG4NC.COM '\--,2..-,_,J / a a �� 1 '/i 1.21. 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Oro �i � I-0$ 9.0 -}.�I 0- 6. �0 - Ort} ! 'u.U 0 - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 0.6 0.6 0.6 0.5 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6/8/20 Planning comments s l l\ 6/2/20 Proto 20.2 Updates 4 4/30/20 Issued for Bid 4/20/20 Submittal Set i 4/10/20 80% Review Set I SITE PHOTOMETRIC PLAN 1:31PROJECT INFORMATION BLOCK JOB # JPM19015.0 DATE: 1" = 10' 2/25/2020 DRAWN BY: PM CHECKED BY: AS el il MODEL 1 DRAWING STANDARDS v20.2 J SHEET TITLE W SITE i LIGHTING gl PHOTOMETRIC PLAN (.! SHEET NUMBER 1 n EO . 2