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Plans (47)
P LM 2020 -00502 11 SITE DEVELOPMENT PLANS FOR W ci IA s _E BANK tn 12100 SW SCHOLLS FERRY RD I TIGARD OREGON 97223 E,,, a L, ,,c, ZONING - C-G e (GENERAL COMMERCIAL) V r. CO W ONEER in 0 sw P M co � � W ix o o4ACeN o 0 Q WN VI Nen o. 1`' 0 RD CI Y _1 Ie a- S F�RR s s�H0�-LZ0 sW Q O= SHEET INDEX , �, 0u, SITE UTILITY CONTACTS 4t W0: V0 v) ce 0- W Q Q No C 001 COVER SHEET ELECTRIC • z FIRE DEPARTMENT Z 0 ` PORTLAND GENERAL ELECTRIC TUALATIN VALLEY FIRE & RESCUE O o SURVEY -� AMANDA, BUSINESS SERVICES LES HALLMAN Z O s c� RC)JC DR 121 SW SALMON ST 11945 SW 70TH AVE. W N C 050 GENERAL NOTES o P WOOD PORTLAND, OR 97204 TIGARD, OR 97223 Cn Q , w SPRANG TEL: (503) 822-1077 TEL: (503) 649--8577 C 300 GRADING AND EROSION CONTROL PLAN 0 �,R s Z IM -� ON GAS WATER /SEWER QC1) "' EA / E C 500 STORMWATER MANAGEMENT PLAN c v M NW NATURAL PUBLIC WORKS I (I) C -A , 220 NW 2ND AVE. ROB BLOCK �W V CD 0 PORTLAND, o) OR 97209 8777 SW BURNHAM ST. • TEL: (800) 422-4012 TIGARD, OR 97223 i TEL: (503) 718-2607 moi) r PHONE CABLE ARCHITECT/ ENGINEER OF RECORD COMCAST COMCAST - JASON VASZAUSKAS ONE COMCAST CENTER jm LOCATION MAP ONE COMCAST CENTER PHILADELPHIA, PA 19103 PHILADELPHIA, PA 19103 TEL: (855) 319-0103 NOT TO SCALE TEL: (303) 662-6841 CIVIL OWNER/DEVELOPER.. Engineering 19120 SE 34th St., Suite 115 JP Vancouver, WA 98683 MORGAN CHASE BANK N . A . Ph. 214-491-1830 CONTACT: JOE HERNANDEZ John Measels, PE CIVIL ENGINEER 24.085 EL TORO RD. FLOOR o o R 2 These drawings and specrrfrcations are the confidential and proprietary properly of JP 1 au harizutionhea ontract d ocuments were Morganshall not be co pied«reproduced without written prepared Tar use on this specific site in conjunction with its issue date and are not suitable ton use on a different LAGUNA HILLS CALIFORNIA 92653 another h a, r ect erne. �th at these of properly tar r ficensed ar exacta and another project requies the services proarchitects and engineers. Reproduction of the contract documents ton reuse on another project a not authorized. (602) 703-3816 SEAL � D PRO, ENGINEER: o. �c4 eo�'0 JM CIVIL ENGINEERING els, • -i=e41 . 5 '' 0k4)8,20u g 0 CONTACT: JOHN MEASELS PE (ENGINEER) y" T' MEP,� cd.-.e.:,): 12/31 /2020 19120 SE 34TH STREET, SUITE 115 VANCOUVER, WASHINGTON 98683 JMEASELS@JMCIVILENG.COM ISSUE DATE DESCRIPTION (214) 491 - 1830 SURVEYOR. . 3 10-8-20 RESPONSE TO RFI#2 2 9-29-20 ISSUE FOR CONSTRUCTIONBOUNDARY SURVEY & I 1 , 8-17-20 LANDLORD COORDINATION 4-30-20 1 BID SET 4-13-20 PERMIT SUBMISSION MAPPING LLC 4-3-20 90%SET 3-20-20 PLANNING CAUTION NOTICE TO CONTRACTOR PROJECT INFORMATION BLOCK THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF CONTACT: ROBERT ALLEN BELL JOB# JM-JPM19010.0 EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS DATE: 3-20-20 UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE 7525 FALCON CREST DRIVE, SUITE 2 1 J 4 • DRAWN BY: GB INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 7 DAYS BEFORE ANY EXCAVATION CITY OF TIGARD CHECKED BY: MM TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE REDMOND OREGON 97756 Approved CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES HORIZONTALLY AND VERTICALLY WHICH Conditionally Approved 1 1 MODEL CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. (541 ) 550-6002 See Letter to: Follow AtiaPLM i j1- DRAWING STANDARDS v20.1 Permit Number: L + 0a-4005 Cil BENCHMARK By: .Date: 1- 11-.2oa1 Addr ICO S.W. Sckolts f rI a. SHEET TITLE CITY OF TIGARD BENCHMARK NO. 168: .5;4e- cutcld;es ' 47 FEET SOUTH OF CENTERLINE OF SSNMiRESSTO AVE CT, 21 FEET WEST OF CENTERLINE OS ,OVER SHEET ELEVATION: 173.248' OFFICE COPY TO CONVERT TO ORGN OBSERVED 03/16/20 TO NAVD 88 SUBTRACT 3.752' a 811 0 SHEET NUMBER FLOODNOTE 1411110 ACCORDING TO THE F.I.R.M. NO. 41067C0533E, THE SUBJECT PROPERTY LIES IN ZONE X CONSTRUCTION SET1 AND DOES NOT LIE WITHIN A FLOOD PRONE HAZARD AREA, PER MAP REVISION DATED Know what's below. (JO NOVEMBER 4, 2016. Call before you dig. DATE: 10/8/2020 BOUNDARY SURVEYING & MAPPING LLC I_ 41,-) Y R D TOPOGRAPHIC SURVEY FERR H o FOR ; PM DESIGN GROUP, INC . L L s - EXISTING SITE CONDITIONS FOR 12164 SW SCHOLLS FERRY RD . TIGARD OR , 97223 S C X406' LOCATED: SOUTHWEST 1/4 OF THE NORTH WET 1/4 OF SECTION 34 5 W 5-�5°a7'°a FOUND S/8"IRON Roo TOWNSHIP 01 SOUTH, RANGE 01 WEST, W. M. W..PLASTICCAP iso. WASHINGTON COUNTY, STATE OF OREGON DLT&ASSOC L51361" ?"'-tit. . FOUND 5/8"IRON ROD li W/PLASTIC CAP Its. SURVEY NARRATIVE "OLT&ASSOC L51362" •..):.). TOPOGRAPHIC SURVEY FOR A PORTION OF TAX LOT 1S134BC00200. TAX LOT:151348000100 HORIZONTAL CONTROL 12120 SW SCHOLLS FERRY RD BASIS OF BEARING: OREGON COORDINATE REFERENCE SYSTEM * ONrc�rE"Pui36W 1N ZONE: PORTLAND ZONE LAMBERT CONFORMAL CONIC PROJECTION(SINGLE PARALLEL) NORTH AMERICAN DATUM OF 1983 I REFERENCE ID: 0280 SURVEY CONTROL ' 1.. I MOUNT POINT: NEAREST_SINGLE_RTCM3 POINT# DESCRIPTION ELEVATION NORTHING EASTING M REFERENCE FORMAT: RTCM3 1 SPIKE 238.04' 143063.22 315120.38 e.1 LATITUDE: N45°25'48.62856" 1 LONGITUDE: W122°20'26.21270" 3 SPIKE 240.36' 142978.34 314880.26 . \ ELLIPSOID HEIGHT: 490.76 486 BC USGS 239.19' 143120.22 314882.44 / 1 z - 2-I f,13 ACCESS 2 36 80 1 527 85W 239.44' 142964.12 314937.87 k I ? 26� 23613-� r 236.94---1 r-237.04 z3s 1 333.6247 VERTICAL CONTROL n • 'r '•, I +235.90 -__11 -T-7-7W6-1t.„�t..:2. .. °•? 33A.86. ' A� 3��'r , 233.59 40 I W • 236.26 • 24,Is '23655 23560• 234-B5-4' 7-'I�3''.1"----23338 ELEVATIONS ESTABLISHED FROM DIFFERENTIAL LEVELING USING THE PRIMARY ;* I N Q ., - , •° 236.25 r z 46.1 z3 13120- I. �+ TAX LOT.'151348000200 s -,. a---r. • 233.98 • 2 11154 SW SCROLLS FERRY RD i� GAS 1 `. 236 35 /I , eBENCHMARK WERE HELD. ~ I"?' 36,51 METERS 23652 \r- v� f I ' 236!3236.;9-� 236.27 o ,+4E -�_ GAS -� GAS GAS m 1 v PRIMARY I 44236.62;1m1 /� -23645 GAS *,,1 CITY OF TIGARD BENCHMARK I 0 /4° \1\l1I+I/,�/ �•NUMBER ID: 168 4486 FOUND REFERENCE MARK NO.4 __ N89°54'2$"E 44.00'- O o 3633 \� /�/j PINE 14"&15'Drrp < •NATIONAL GEODETIC SURVEY DISK23' c2e.3a ' _ ELEVATION = 173.248' STAMPED-- HITEON 1946N041980... 111 • ' bo 236.15 2 236.02 IN SIDEWALK LEADING INTO THE SIDE 2!7 08 `• - �- --`t-'� � {FEND OF 235.70 234.96 S_x34 3Ly TO CONVERT TO ORGN OBSERVED 03/16/20 TO NAVD 88 SUBTRACT 3.752' EMERGENCY EXIT 3t 1 `?3611 -' z 3,,31 Y POWER = -V21 ,7 25 233.59 ' .3E,'73bei, RIM:235 32 CB 23 .$3236.5 s ,C -LOCATES I - --233.9Q, 2368 �J, 1-1 2.36:43 9 WATER SURFACE=234.30' 23x..85 :,....;„„.„/,..-' -. 6i1 - _ t�DESCRIPTION: 47 FEET SOUTH OF CENTERLINE OF SW MERESTONE CT, 21 FEET ( •5 o'� '235 87 . - '' 236.38 = r/1 WEST OF CENTERLINE OF SW 121ST AVE." I____ VACATED 79/911 _._1 I L -_ ! 87 3 3',= ? '- zs . 7341.52-•. 4 P S � „l ? •236 23 1 ,-F-236.95 � (122ND AVE) 1 O P P 23S 92-� \ 1 J�'��'J� SITE BENCH MARK 4 .• a � P5 ss•7�:'\ yp� '-� 44.,,,:s;\ � �--z3s.g2• POINT#3 O 236.3-x -2 f / t1FI i ``V, X 237.0 23,1,7-,X •a, Li e A / 1 `1.11+/ f 1 73t.t�3- 236.27 .. SPIKE SET BY TRANSFORMER 23Ts6-t 35 y, Q j 236.33 ELEVATION: 240.36' 410--%, IO r� c,l• -, �J !"g 23 c.2 M. , r- 234:s 0 I 238.364,• / Z;, :' / 0 23n 24 -.-.. = - . 23'.._ arj W V ICI N I T Y MAP I 239.30 a I I �+ a°'% 6 236.8Q 23b 16 85MX:1 3 . r. a TAX LOT:151348000300 =� 93" 46 -' :.-i == z3s.oa' M O 11%11 0 - 12150 SW SCROLLS FERRY RD 2313.96\\I: G 73720- 237.30 SPIKE if' -1:1 ifta z 17 l \II 236.64 §. 2- 1/)-1 C QV x 2:x6as 2e � }��1VY�/ ,j f o 0'239.00 -\ :3i�3c .. _ ' j 2 CB i'l \,\ :•:'. 2•36.&.: 23.5.91 ,\\`�•- //jam 9' a n til z •a !- RIM:237.32 237.9-x ��_ END OF \��. X 238 3 X `5! X / DO SCROLLS F61 ERRY RD 1 .i 37.97- SDMH 2.i 7.64--- - _ 23:9& C 237.1? LOCATES '\_ 237.70.- ® .3.._. LT.,.,'O6 WATER SURFACE=235.82' POWER / d} Cill SWC a RIM:238.09 �- Lz aI h a I IE N.=230.51 ----_.� /� _- °O - z 3 238.56 237.95 2.37 237.66 +-� T IE W.230.62 _ 237-]S `r. .'36 Ti ll N SUBJECT AREA a4 f� 1 11.<1.:: =7:22:4:113' &20'Drip IN 238.59 I_ 238.7-�C/ 238.75 Yy F.'L 2 /�� I .rc o g 23854ln ° 10 -- ''_238.95 '3;_2 PSP /`'i)Il1°'I,V\ v • -238.49 S -- 2380 PINE 14"&12'Drip , 238.5!4 w X 239.2 ( 2 ik 2. N , 23' X.239.3 X237- m .. MEADOW CiR. 1,1 N 739 07-,` Q iD .--_ I, - 237A8 / \\ a -^� �� _ !- 234.4 f ,. .., .., c - V Y.< L I i„1 238.% 237.$9 �� L234 r a c, iii x 2399 11 ` �°y f �fl �l l !` UTILITY NOTES : ...,. • ' I 239;48 �\ `--.239.49 / I '7 _ I1).:::::17/1'111:-._' y#a�2 1 -239 32 238.56 /I i r N75 1 239, r�Yr _ \\\1 l l_U-i 1,/ I `I J� 1.POWER LOCATES WERE INCOMPLETE DURING THE I 2�95nI I 1 ` , a 238.50 I v\\f� I l 92. P TIME OF THE FIELD SURVEY.END OF MARKINGS ARE ~ , 8 I G' 239.5 __ .�� -_. ; z.3y.sv- LABELED HEREON. / • 4 CITY OF TIGARD •4 I I �\ ��23a.a�I /•1 �` �f� -.240 r! WASHINGTON COUNTY, OREGON - -_ I I I �\ X23908 // 2.TELEPHONE/COMMUNICATIONS PEDESTAL WERE e y I { F 39.92 sss f' - 1 ` 2350 e FOUND ALONG SW SPRINGWOOD DR.BUT NO LINE L E G N D 239.86 I\\\\1 I ! ',// \ PINE"I2"&10'Or - 9 'X 738.1 1 134 tt-, 239-77 ,239.,90/ ,'239.95 ;4 �. . 7( 239.7 -- -- CI) z - 2 y WAS LOCATED. -- 239.19'--1 �� 239.64 .-. --'01 1111h X 2 l �'�. X 240.8 1���' - 'I 234 # LIGHT POLE ------- SUBJECT PROPERTY BOUNDARY 240 \� /� .. 3.GAS VALVE FOUND AT THE NORTHWEST CORNER OF T 2383 jj1 240.16 e , 09:5;i O X240-0 `� �� / ---fyl --`'� -� '♦ - ! i / ' f a I SPRINGWOOD DR AND 125T AVE.NO LINE LOCATED TO o� SIGN - EASEMENT LINE �'I 1 I✓li// , - ` �� '.` ' FIR 28`&2if Drip 239s. _ �1 - '� - a=90"00'00" :� 4 VALVE. ® IRRIGATION METER/VALVE - - CENTERLINE o I E - I / ,R E F d S E 239.53-j ° ' 23�: ❑W WATER METER p POWER LINES/LOCATES Q �X 239-9 L=31.42,R=20.DD- - ® 234 Ga BSM17:3 239-86 • "/ A . 13�2 8 WATER VALVE GAS LINE LOCATES 240.36' o - J 1 X 240. SZ4 -- .__.-- 39:2„ -'' • -, f 1 ,CH=N44°54'28"ECRD=2$.28' -, GAS SPIKE . . .•. uM V � _ / 1 �"S ./ - �- __ �� _---� -. L4 �\..r-- �, ��. , M FIRE HYDRANT OVERHEAD LINES - O ' a ' { - _ \ -FIR 26"&. 4' �_ CIH m .,48 La' RISER \, t 4 ys 1 fM..Sa. / X47343 �/ I ` N89'54'26"E�._ �. a� '• \` - - /3445 2a .se PFN€12&is'Ikio- z LI1\ ?BUDG OVERHEAD •CATCH BASIN 45 X 2419 ACCESS 23.98 ?/ \.,�\� 4-3 A. TELEPHONE BOX . eI/•r. • \\� °tee y 9' '� !` • / • ,`+ ' - \ a a :� 234.38 2,1.1U-.,, 21.86 239.88 �I l II��1� •f' .--N -- •, - - +. ' /�. d f_. \\4. •_' , * • 4 • °_• • •." • • III 234.52 HANDICAP PARKING N / • ..LL.. r f *, POWER POLE/SERVICE POLE 242.12 1 239.35--�` � -4,25321.7.5F0111/2 239.S7\238.98� ---- 23.7.92 " - 237.36- -- 236.57 ;` - _-- `''","235.78 --- _---235.13 234.67-3' u ' PENE16"&12'DriP '3;' �8/// / 235,15-' \\\\` --23�-3P .._73A :; 234,37 BOLLARD / 3.527 FOUND BRASS SCREW / // / 110 // RSILTED • FOUND MONUMENT PER P5-20975 1N CONCRETE"PLS 1362" ' I j 4 l 1\ RIM:234.11 FOUND 5/8"IRON ROD ` W/P1EADAB AP fN ASPHALT SW SPRINGWOOD D R "UNREADRBL£' CONCRETE NG NO GRADE (MEADOW CIR.) - ® TRAFFIC SIGNAL JUNCTION BOX SCALE 1" 2 0' (.50'PUBLIC R/W) O TSP TRAFFIC SIGNAL POLE H GAS METER 1 .11..111111.1 ® GAS VALVE 0 10 20 40 MARCH 20, 2020 TAX LOT:15134E300403 12505 SW NORTH DAKOTA ST TAX LOT:1S134BC00403 (------------ SURVEYING REGISTERED & PROFESSIONAL LAND SURVEYOR rN OREGON 7525 FALCON CREST DRIVE, STE 214 NOV. 18, 2014 REDMOND, OREGON 97756 ROBERT ALLEN BELL 88683 (541) 550-6002 - (971) 209-8028 RENEWS DEC.31,2021 WWW . B O U N D A R Y S M . C O M vBOUNDARY SURVEYING & MAPPING LLC SURVEY � � GENERAL SITE NOTES: GENERAL EROSION CONTROL NOTES: GENERAL DEMOLITION NOTES: GENERAL GRADING/DRAINAGE NOTES: STANDARD EROSION CONTROL NOTES (CWS #945): intl. 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 \III I , 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. W . 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 lin 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. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED 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. AT ALL TIMES DURING CONSTRUCTION. 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 LOCATIONS. 5. THE DEMOLITION PLAN IS INTENDED TO SHOW REMOVAL OF KNOWN SITE FEATURES AND CONSTRUCTION. 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP 5. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL ORUT AS REQUIRED BY THE GENERAL PERMIT. I WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY LITIES AS SHOWN ON THE SURVEY. THERE MAY BE OTHER SITE FEATURES, UTILITIES, 8. INSTALL SILT CONTROLURES BEFORE BEGINNING SITE WORK. THESE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, STRUCTURES, AND MISCELLANEOUS ITEMS BOTH BURIED AND ABOVE GROUND THAT AREMEASURES SHALL MEASURES THROUGHOUT CONSTRUCTION. 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 PROJECTPREVENTED 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 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 ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME 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. FRAME. PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. L DETAILS. 6. CO CONTRACTOR SHALL CONTACT RESPECTIVE UTILITYTCOMPANIES PRIOR TO DEMOLITION K. 10. INSTALL ALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO GRADING. 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE OU COORDINATE DISCONNECTION AND REMOVAL OF EXISTING UTILITIES WITHIN THE AREA OF WORK. o 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. W 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. Q THAT ARE INTENDED TO CONTINUE TO PROVIDE SERVICE WHETHER THESE UTILITIES ARE 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES 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. 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 PHASE OF CONSTRUCTION. BE MAINTAINED ON SITE OR READLY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL REMOVING UNSUITABLE MATERIALS, THE CONSTRUCTION OF EMBANKMENTS, THE CONTROL MEASURES REMOVAL. -- OR CHEMICAL SPILLS AND LEAKS. 8. UPON DISCOVERY OF ANY UNDERGROUND TANKS, CONTRACTOR SHALL IMMEDIATELY NOTIFY CONSTRUCTION FILLS, AND THE FINAL SHAPING AND TRIMMING TO THE THE LINES 9. 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 AND GRADES SHOWN ON THE PLANS. 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 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 RETAINED FOR RESPREAD AND GENERAL LANDSCAPING. AREAS WHICH ARE TO BE �� SOON AS SUCH NOTICE HAS BEEN GIVEN, THE CONTRACTOR SHALL PERFORM THE DEMOLITION, 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, SPECIFIED ON PLANS. DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM UNDER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. FILLED SHALL BE COMPACTED TO A MAXIMUM DENSITY OF 95% AS DETERMINED BY LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER THE MODIFIED AASHTO COMPACTION TEST IN THE PAVED AREAS AND 85% IN THE CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR CO LLI 12. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 10. ALL EXISTING UTILITIES WITHIN THE EXISTING BUILDING ARE TO BE REMOVED, WHERE OTHER AREAS. OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. Ii 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 In im. 0 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 IM Ce SHALL BE INITIATED AS SOON AS PRACTICABLE. ON LANDSCAPE AREAS AND REMOVE EXCESS TOPSOIL FROM SITE. PREPARE SUB-GRADE FOR PAVEMENT AND CURBS AND BACKFILL CURBS AFTER CURB FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS 13. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL 11. FOUNDATIONS, FLOORS, FLOOR SLABS, AND ANY OTHER UNDERGROUND BUILDING STRUCTURES SHOULD BE USED AND CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS 1111 INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATION. 12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE REMOVED IN ACCORDANCE WITH THE SPECIFICATIONS. AREAS OF STRUCTURE CONSTRUCTION. 110 Cl. te FOR AT LEAST 14 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL WITHIN ANY WATER WAY RIPARIAN ZONE. ell GEOTECHNICAL REPORT. 14. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY REMOVAL 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 4 -I re N ALL LANDSCAPE ISLANDS. O W DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN OCCURRING IN THESE AREAS. INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL � 4 LL 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 MEASURES, IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS ACCORDANCE WITH THE SPECIFICATIONS. 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS 16. PROVIDE AND INSTALL TOPSOIL IN DISTURBED AREAS TO BE GRASSED, TO INCLUDE N PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL CITY, AND STATE, AND FEDERAL REGULATIONS. STATE, AND FEDERAL LAWS AND ORDINANCES. PAVEMENT SHOULDERS AND DETENTION AREAS. Ci IL VI 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 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 C) Z O 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 O 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: :t W gx V 0 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 Ce 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. N WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER 13. w 4 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 , w 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 g Z Q v 15. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO NEAT, WELL DRAINED APPEARANCE, AND TO PREVENT WATER FROM DRAINING UNNECESSARILY CONSTRUCTING THE BASE AND SURFACE COURSES THEREON. PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE GENERAL UTILITY NOTES: ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL GRADE SITE TO EXISTING STORM DRAINAGE PROJECT. _ 0 SYSTEM TO REMAIN ON SITE. 19. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO ALL INLETS AND CATCH 16 IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER Z 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 r CONSTRUCTION AND ENSURE NO CONFLICTS EXIST WITH PROPOSED IMPROVEMENTS. SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE NO ADDITIONAL EXPENSE TO THE OWNER. THAN SEPTEMBER 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS ILI 1-11 4 15. EXISTING TREES TO REMAIN SHOULD BE PROTECTED FROM DAMAGE DURING DEMOLITION AND N NOTIFY ENGINEER IMMEDIATELY IF UTILITIES ARE LOCATED DIFFERENTLY THAN SHOWN. COLLECTED 1N THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE CONSTRUCTION. IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. Cf) Z r 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 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 4 - 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 ZCil) 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 `oo 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 AN0 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. I 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 23. CONFIRM INVERTS OF ALL EXISTING STORM INLETS AND SANITARY SEWER ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE 19. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER WILLMEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL 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. Jitill 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. T TRINSPECTORS UPON REQUEST. UNLESS OTHERWISE SPECIFIED ON 76 TYPE III, DISTRICT 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 PIPE ACCORDING TO ASTM C- C ' v ' L 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, 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. E n g i n e e r i n g 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. Ph. 214-491-1830 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING, PRIOR TO CONSTRUCTION, LOCAL CODE. ALL EXISTING LOCATIONS AND INVERT ELEVATIONS OF SANITARY SEWERS, STORM 27. CONTRACTOR SHALL ADHERE TO PROPOSED GRADES ALONG CREEKS, ESPECIALLY 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 IN THE AREA OF THE PROPOSED DETENTION POND. IF AREAS ARE DISTURBED 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. Thane drawings and speciliaa ons are the conFdential and pop eloyproperfy of JI'Morgan Chose and shall not be copied or reproduced without written ENGINEER. 8. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS, AND author anon. The contract documents wee prepared far use on this specific STAKES. 28. ALL PROPOSED SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADED ELEVATIONS srtsite in conjuncton with its issue date and are not suitable foruse ona different 8. CONNECT TO EXISTING UTILITIES AND INSTALL UTILITIES IN COMPLIANCE WITHan or at a later time. thse of these contdraract os for documents for e or example on AT EDGE OF PAVEMENT AND/OR GRADE BREAKS, UNLESS OTHERWISE NOTED. another pra;ecf requires the services al drapery licensed architects and engineer. Reproduction of the contract for reuse on another REQUIREMENTS OF APPROPRIATE JURISDICTIONAL AGENCIES. 9. ARCHITECTURAL PLANS ARE TO BE USED FOR BUILDING STAKE OUT. 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 �p PROF 4,it 06, ANY SILT OR DEBRIS ACCUMULATED IN STRUCTURES. SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. itiO.. ie, 1 N EFS sp1-, 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 935 �/ SITE BY CONTRACTOR. OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATION. +*/ . _�I • , 12. COORDINATE EXACT TRENCHING, ROUTING, AND POINT OF TERMINATION WITH ALL 13. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE101144)-8,2016 v' UTILITY COMPANIES. DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE ti� T. MEPs`` 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 1 DESCRIPTION _II A 10-8-20 RESPONSE TO RFI#2 1 A 9-29-20 ISSUE FOR CONSTRUCTION A 8-17-20 LANDLORD COORDINATION, 4-30-20 BID SET 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 1 3-20-20 PLANNING PROJECT INFORMATION BLOCK I- JOB# -- JM-JPM19010.0 DATE: 3-20-20 DRAWN BY: GB CHECKED BY: MM f- i MODEL DRAWING STANDARDS v20.1 SHEET TITLE GENERAL NOTES SHEET NUMBER 0 050 ll CAUTION NOTICE TO CONTRACTOR BENCHMARK FLOODNOTE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF CITY OF TIGARD BENCHMARK NO. 168: ACCORDING TO THE F.I.R.M. NO. 4106700533E, THE SUBJECT PROPERTY LIES IN ZONE X EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS 47 FEET SOUTH OF CENTERLINE OF SW MERESTONE CT, 21 FEET WEST OF CENTERLINE OS AND DOES NOT LIE WITHIN A FLOOD PRONE HAZARD AREA, PER MAP REVISION DATED 11 UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SW 121ST AVE. NOVEMBER 4, 2016. INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR ELEVATION: 173.248' MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 7 DAYS BEFORE ANY EXCAVATION TO CONVERT TO ORGN OBSERVED 03/16/20 TO NAVD 88 SUBTRACT 3.752' TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES HORIZONTALLY AND VERTICALLY WHICH GRADING KEY NOTES: ® LEGEND: CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ICIPiti 01 MATCH EXISTING PAVEMENT ELEVATION. -- - PROPERTY LINEILI PROPOSED CURB & GUTTER O. LIMITS OF PAVEMENT REMOVAL. - - - --•- LIMITS OF FULL DEPTH SAWCUT/PAVING REMOVAL .p 1 "` k{ a c ' ° IJ - 'Lr • . �a 10 GRAPHIC SCALE 10 O EXISTING CATCH BASIN/DROP INLET. - - - - existin gas i f ° 40 5 I f:4 ° 4 a A. t, • . t:::11j °�� : ' h j• a ® EXISTING ACCESSIBLE PARKING, SEE ARCHITECTURAL DRAWINGS. Ull vA °- ° ° '�� 0� • „_ - - J xtiyy / 'S ( IN FEET ) ® EXISTING PARKING TO REMAIN, SEE ARCHITECTURAL DRAWINGS. g �g5 CG G / 0t` • , / ° 1 inch = 10 ft. 6 INLET PROTECTION ° a a, ti �`� 0� -- / �$ 5� 1 \G / \ �1 • O EXISTING AC PAVING TO REMAIN, PROTECT FROM HARM. CI ° ° `L�2S°�'�// \\ // ���g 1 ��1 �6 / `���' ° ° 0 EXISTING TREES TO REMAIN, PROTECT FROM HARM. � ' ' a•° a a // \,/ $z. }� ']-�� /• / •. ' �.. °•A ® INFILTRATION PLANTER, SEE STORMWATER MANAGEMENT PLAN FOR DETAILS. INLET PROTECTION (SANDBAGS) 4 I • Oc .' 4 �b g/ x`L 1 /") •. . •• • ® ATM MACHINE, REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL 1,9.--54r -50'' ..X . � • ,„L' 041, �� ,cl, 1h�G �� � / . °S = a a INFORMATION. �( XXXX EX EXISTING SPOT ELEVATION • \ in. up1.52 // 9,13`6 \ // •' ���5$ - . 10 CONCRETE PAVEMENT, REFER TO DETAIL 2. X XXXX TP TOP OF PAVEMENT ELEVATION �?�a \ • 07 / \rib $5� 1 / • 4 . ° 11 ASPHALT PAVEMENT, REFER TO DETAIL 1. x• XXXX TC TOP OF CURB Q \ / N // �r �S ° - A, XXXX GT GUTTER ,-11-.\0 c _ • 1 / 0 PAVEMENT MARKINGS OR STRIPING, REFER TO ARCHITECTURAL PLANS. ri'� 1 . 4 1 G // 1 g' ' 1 / 616 A PROTECT EXISTING MARKING AND STRIPING TO REMAIN, REPAIR IF �(XXXX GR GROUND O `�.� p. 1 }, /iP- �' / �� 5g `Z5 / \ 1 x ti� • t``� DAMAGED. o / ri5b, X 0-' / \ \ �,,' 4 LIJ 0 . . ' } / \ a 13 CONCRETE Cof URB. 1(XXXX FF SIDEWALK 1 6 / / a O �( XXXX SW } 1 // Lu ���? / \\ / OCG �� � 14 AREA LIGHT, REFER TO ARCHITECTURAL PLANS. �( XXXX TG TOP OF GRATE 1 4 . a 11 } /4, `� O /� 115{ \ I• x�,y.1a `L��6g5 ••- ° ° 15 CLEARANCE BAR, REFER TO ARCHITECTURAL PLANS. Ci) CC b a. / $ • g 5$�O6 // 1'� GI ® o , •• -a 16 PROPOSED INLET PROTECTION, REFER TO DETAIL 3. PROPOSED PAVING LEGEND: V °I 1 / © / g2 1 �$y$ • AL1 0 PROPOSED MEDIAN. Ca ° ° VI '-,--,-A., / ;t`L�1 • 01'S1 }� • • 41. \ 4 \ \ 1 1 /7">\A _ Ng) 'L�%1� a 18 EXISTING TREE TO BE REMOVED. FULL DEPTH AC PAVEMENT REPLACEMENT. 1 Q G A / I ' 'sig �O \-•;-9-...P'- * -* ti y 1 r .. 5� �{; °: \ z39- � V 238.99 TC / �_ � � 1 6 .. ; d V /238.49 GT '�.. �1 / 1 '5\ N$a . . CO 111111 ���°� �\ I l 1238.83 TC / <193 1X01 \ (3:5 • s'. . 13:5 •b,,'. •° HEAVY DUTY CONCRETE PAVEMENT. _i 1 '' : II I 1 ® Zilip") 238.33 GT / xr17 X9"5 x O x4 q.OCa Im IM,\1/,'' kip ---. -.,,, 1 } G ♦ 2 a I N. 1 �b 4)' . SEAL COAT PER SPECIFICATION in1. I . (0.". „.7',....././ 40/ \ I � • n } / ,•al �, L�) © /1:13 I © ` s�'''.6•`Z$ I ❑Iti. 4Ill ASPHALTIC CONCRETE IN 2 ♦' i� ' l .�� 1 g /\ tel.. ,� � ' 4 \ . 0 1 ,s 'S / •. J _, / OR MORE LIFTS MIN. a. ° W ��� - 238.44 TC 56 \• -236- %`'�e. • • p TCV �- ° ft ♦/ 237.94 GT \ `"° \• \ ' ' j'. •,. �/� !. ii011•011/111PO4.11CLASS II AGGREGATE BASE IIIce N mmees - • a1 1 ^ 16 239.20 TC .I 111 9 . r Li Nq N •iki leigi I41*�►����t 1oll� COMPACTED TO MINIMUM 95% I • . �1°a•, 1 FIR 26"&2,'' : p 238.70 GT \W�y _. 2,c1 i Q- t: Ilb. .4.104.4004#40A04, �.��f•�a���•��f�!•����f•��� RELATIVE COMPACTION. N /� C Q� LL.1 � 7 f �'� 238.43 TO 5 51 1 / ° �i��� 4:40 04 a0 �:��0 4 Ci Ii ' •0 ' 238.63 TC °� 237.93 GT 1 ti x(1 1 I '� � ��'` �'`` ti��tc���'�t���' J �° ° 1 A ' \ "'I\ , 38.13 GT/ _ / 56'' �'• - _ �6 "`' A z !i !ice✓iO✓/ !iO�/i . OVERFLOW STRUCTURE INET STRUCTURE ce CX � 1 : 4 �` 1 ,.a ° r O/!*/IO /I*�. •• SCARIFY & RECOMPACT TOPZ • 1 ,' � ® O/ ,/ 1ro / �-\G 1 �1r � ����4����,����4���4����V*. - 18" MIN DIAMETER DUCTILE 20" X 24" MIN DUCTILE - 0 O O -t� / \ 51 • / 6� g • \ • • . \ / / / / / / / / / / / / OF SUB GRADE TO A MIN. IRON BEEHIVE STYLE/DOME IRON FLAT GRATE, OR G , • a. , 5g1 \ f fit \ �.� ti / 1 5,56"5 \ j OF 90% RELATIVE GRATE, OR APPROVEp APPROVED EQUAL Q Caw - '! a \ ® / ? y1 6� `L 1 \ I ' A. NOTE: EQUAL * LLI W V 1 cal 1` 1 1 �]INE 12° : >o' P -33 '238.31 T . / - / /1 ,t�-� x 1 \v3 - 1. APPLY A "TACK COAT" OF ASPHALT TO VERTICAL FACE OF ALL TOP OF DRAIN w= 1 +\Q 107 237.81 /56� / / 5 3����,�� �`Z J 1. 9� CURBS, GUTTERS AND STRUCTURES BELOW THE PAVING SURFACE. BASIN ABOVE ,D4 4 v. 1 1 N:3 r,1 �� / rdC ``�=3 `.� . °° GJ��' 10411144 pD2 GRADE FOR \ `� ��` ```` fJ/H • 1 �'b ` s g. \ •��� / /x�� 3 \G ��°� "5�' 2. BASE COURSE: THE MAXIMUM AGGREGATE IS 3 4" AND THE MINIMUMPONDING, PER _ � �._ r n linZ.77.-.1� ° •° 1 1 � `� x�3 I ,'� f / 0 I N 3 caO`Lco �`L LIFT SHALL BE 2". / DESIGN �� C�� _ LIN CI V j .57 TC xz `L� 55 ° 1 �` \\Vi`'`'n ��� Z �� 6,/1 I �9? x .� 238.42 TC R20 ts,' .07 GT �'S° / \ 1 ti� / ° \ ��-�y azo 0 X �// x / X237.92 GT �! . z� I g\lc\ S �� ` 3. FINISH COURSE: THE MAXIMUM AGGREGATE IS 1/2 AND THE MINIMUM y y X/ ./. ilt. 4: �� l'\ \�\ \ 238.18 TC • 238.53 TC 4 1 \ L _ / LIFT SHALL BE 2". y 0 Z 0 I 1 \ f4( I 237,68 GT. ' / 238.03 GT I 3 4 (1ii \°* d ' S ILA mill Il4 C4/ - / .• - tt 6 i \ r '&0 \ \ _1 010,,,,,,. - 4, .v'y MU" '4•U‘. -411.•sizikz, ,d'' ' ,. (I) Z Illmm" b. . • 4. .. i \ / \ \ I -"v \ ..\\A\ \. 4 / , 00 OCD-S VS re:4#;.0*411•0.4,4; 4D:7) 114 ° 1 1 11 �/ ♦ r ti ��� / .���� '� .� 1 ASPHALT PAVING y �y > G o° ss 4.. 11:11( IM a 1 1 _ 238.22 TC 238.12 TC -1 • ,� „y �. �� ........--b5 A /// 5 en -.9 y y . y G��� �,= :••, �,,&. . \ 1 237.72 GT 237.62 GT , ® `:. 3. 'h 06' , �c ' ' i 'o \ \ x © 1 y y Z p \ , , 2N 1 237.07 TC �` \\ G 1 NO SCALEP.",!1H `� • a 1 1 (14' �, 11 ff �I• / ''')2\ of, 237.86 TC V/237.44 TC �.° \' 236.57 GT .1/4t..;___, ....., � \ bo ra $ (/) a 0�ha 2�b y y y y ~`1 ° i } \ 6'• \ 1 t 237.36 G ► 236.94 GS © r2:5 55 Q py y y�� r �? x G y ° . 237.91 TC ' , Jr ` 1 .°.>.<7. ,:::::1.' = \ 11604-. 0 �- �5' �j c� �° o° OR RFo y y 11'" G � 1 '\ e1 � a'- � � / � CO, 1 I F�.G AGE / Q/,y Rq � -I$ • } 237.41 GT © ,� /i t, E, ""* \ 1 '''":,,,,,:-..4°�,o tf, y y 5- o .. 1.-1,-bb 1 4 / 4 \ ti 55r \G os N�� SRF y y 1 �� (' 1 O \ `'•-•191 ® ' I 1 \ Y� n GO 1! �N s y 1 t. 7 235.63 FL' r 236.80 TC \ �, �.t OI' c� • ° ) _� \\sk\I ; �'- ,�� � 236.30 GT I \ 2 .�'• • , 2� 5$ I #4 REBAR AT 1$ O.C.E.W. y y-- ' WHERE APPLICABLE. DOWELL WITH ` /I �� . 237.61 TC h a y y yARCHITECT/ENGINEER OF RECORD // w 4 t2A • s ` L-,q„ � - . . •o 15 Dnp 3 w #4 BAR TO EXISTING CONCRETE, W ,, y a • 1 J 0 r: 237.31 GT E',�,• oma' QQ y1I , i , 18,,&. 2� P:40 TP_--- ♦ k,, \ .G=2 • ... 236.30 TP ;c \7---- „1 '56 I �� JIM' , 1 / -237.91 TC `. 237.63 T\.� '�--4wa �, 236.78 BW \--\?' co G •-•-•,------ ,� _ \ MINIMUM 3". y W y y y 1 1 T / c,. .,,„ 237.41 GT x\237.13 GT, �` r 1 ,� 236.82 TC1 \G I `?- \ J / ID \ '' / - - �- CONCRETE SLAB y 4, 4" DIAMETER CUT I �� / 237.98 TC� ' � iIPiih m,.r►\ '' .\ti 236.32 GT \ `LA . -13 00 �� 1 OUTS. MIN 3 PER 1 1 -1-7---- 237.48 CT � �' _ �� 1 `5 2 cn / STRUCTURE. 1 f / oro0 ''`•�••1�•:•''•.,.••'i•� •''•:•%i' 18" MIN DIAMETER DRAIN SPLASH ROCK / 21�� �, ria 1 lit� 236.35 TP 5 y Q / - O ;•,. .. .'•..'`.;•• •i., ••.•. .-•, • 1 �� ( 3 1 �� LJ p -1;4)\ { Z'�" r1 (o w • `: �%• .•>' r••••'•;''..•.' •�••' - • CLASS II AGGREGATE BASIN, NYLOPLAST OR 18" MIN DIAMETER DRAIN- AROUND 4 1 / "7,1 / '� O * •' ' •• • ..•.. .►,••'•�;` BASIN, NYLOPLAST OR tf14 'S X •, •..' �• •. CIVIL 1 1 1 9,9 / }i °1g 2.38% • •,\-\G `L 6 ..+�" �\ / -;r• -••• •• .. .,... .•. BASE COMPACTED TO s 4 6', $ 237.75 TC ° �, r IP tj 'A-1\ •,• ..i,' .•-.•. •, ••'�•• • • APPROVED EQUAL. APPROVED EQUAL. 18" STRUCTURE 1 / \ \ ` i ,2.50x237.00 TC ° �.• ` ,� \G tib. <� � / �� t1 \ i.� t f v i 95% NON SUMPED ✓\��j Y VVI•/ **,; '/'�J*V4)'�• MINIMUM RELATIVE MIS, SUMP .R18" 1 l G� ! 237.28 GT ��•. 0 ''''' '-'-\.-236 50 GT • 7 °u`L x ' -,/ � 1 4 1* / �O• �.`� .��. � ��. <`I 4 6 "5 /j�%fj /� / COMPACTION. I • . . I \ 1�° �, z ti \4 p ,.= '' �' •\G . i , ti \ `� _ ���� ������'�t�'�'���O Engineering a 1 �/ 32' \��Oi ti� 237.55 TC ,1 a 44444444444..i._ 1 \ \ 237.05 GT 26' I� 236.45 TP 6`L1 v' �jro `L c� II 1 26 \ "�".� \ I �' t 237.05 TC i �� ti 6� ` Q \\ � T �� SCARIFY & RECOMPACT \ �i 4 Z a- �� _ g`�. G c� ° I/II/• •/•/•/*!� � TOP OF SUB-GRADE TO �- / / / 19120 SE 34th St„ Suite 115 ��5 \ a�/ / 237.62 TC rn\ 'Ilk.... 0� G 5 4 4#4$`�4#4 4 �/� 5\G -a \ \ \ / 23712 GT ri /2I - 90% Vancouver, wA 98683 ////\ 1 3824 TC !� "�• �� 23648 TP (6.0` Z `,, tG\ \ 23715TC ' �$� .. �1 / / /'/'I✓'/'/'/'/'/ I' RELATIVE f l 237.74 GT ` 4 l n • `�S \ f ` � �\�'� 236.65 GT , `� ti0.p�� cn `L�� C, ,�2��d �� Ph. 214-491-1830 a• 1 ` \ �. _2. o� i 237.63 TC ` Z00% 237.16 TC C` _ a c�5 g . • ' • w 1 \ \ , 237.13 GT 1 • I ,v+)\ ` 1236.66 GT ® ^, � -� 2�s` `S �� p . �/ NOTEs John Measels, PE 1 s 0, 1 }1 \ I ® 1 \ . -1 �� 237.09 TC p �, Ni,,-5,b'''' / `� - - / 2 HEAVY DUTY CONCRETE PAVING SECTION CIVIL ENGINEER . 11 \ \ N \�� p° �� 236.59 GT 1 1�J 237.19 TC1 f 1. PLACE STRUCTURE ON 3/4" TO 0" BASE ROCK PLACED OVER NATIVE SUBGRADE. These drowingsand specifications are lheoonedentioland Propr,etarypropedY A • 4 \ '' 4 -71-..,/5 236.69 GT 237'25 TC of JP Morgan Chase and shall not be copied a reproduced without written •° 4 1 1 ��'� qqq a - 236.75 GT '� J N O SCALE author zation. The contract documents were p epared for use on chs spec fic 1 1 237.67 TC\ P\ 237.2C 237,10 TC a ' I. . I site in conjunction with its issue date and are no,suitable to use an a drftereni 1 1 1 t'� \237.17 GT \ r 4 - ' 00 G 1 / site or al r later time. Use of these dawn ser reference a exam an 5 236.7T 236.60 G � n <L I 4 $C another project r 9 p 1 N �+ ` - _ y • . • 3b I Ur r prof duction or se onof documentsy itor reuse on another and ..q -� r J f� 9,..'.5b v engineers. Reproduction of the contract for reuse on - - U6 1l 1 \\ \\ / �. - - - - -239- - \\\ `:52 r_ 1~.-• --� CV 'LJ�• [�(� �� G �/ , ' �� Protect is not authorized. ---- �J 4 \ 238 x ``� 6• I 1 • _,'LOVERFLOW/INLET �I � A N• \ \ \ \ / _ I -56• $6 CURB FACE/ STRUCTURE SEAL \ \ 239 �� -23-1--- / 2 5. f . �� 1SC'�' •b.. •° �' =IV \ \ �� -I. �� `L5 INLET EDGE of PAVEMENT H A N D 0 0 CleanWatei Services b .I p ' N \ N / - - - - -23; - 1• 0 70 / �� �y1a (J) 1 .L �- �6 c 'L'� p� 5 uoj`Z \ \ \ / _ PINE 1Y&12'Dri � / ?�•$ }( Q ° Dcj DRAWING NO. 407 rZ'S • • `LS^ \ 1 \\ �c 8.41 \ - 5 Q� ,„1,�� 4.18' �- \G 5 bo'',-i-,' c I �,p PROFF p / - - - -237 - - - --� ........1...----„...7---,:_77 � a 10 'L� S/` , 4, s 1 1 1 / � � �� O 7 _, \ 55 p� `L� � I i .� a�INEF �o O- ` --/ / �. 1 FLOW I �- FLOW O �P -"t RIM:234.11® - - 6b 1� =90°00�'QOIr _ / /-- -2.36- - _ ryy'1� 'INE 18"&.20'Drip x'�3\ • .Z _ - - - - _// ��� 1 235- -� -�• - / 11 a / 1 ' 4� 936.E I C6SlLTE 4 ° ,� �`' =31.42, R X00-- / _� - - ` J QI I 5� a 6A=N44-'54'28"E CHD=2-8os�n „9 •••-. � J / r , 0 " °' N -c f rL-jN �6 is ' � / I ' J41.\-- \\"- - -�__.. - ¢ 6 ' 1tbN r1`L . .4 .1�''j .�.°. -1 I' N., 0., \ � - ! g- � � 710 i � .-235- � ,t� �r �.� •� '7/ N6 y°� �.• �g� `� - - E'S`L x� -J '�����cr•�� g, .'! 05o `L SANDBAGS if 0,yH Y8'2015 °J ePi a p. c) .`�� � �- . - �. �I r1,' •, 9.5 '' '1),;"G) '5' . '5 fk- r?. P.-j-•5• T ME� ° �� `1� _ �.� _ - 1 _ a - --.14.116z-.--5„A,.. = 1 j SPILLWAY, 1-BAG HIGH 2-BAGS HIGH l ° . ..:.a. - . . . ✓ a,° • \ NO°05'32"W 393.31' -•° ' ° ° • A t.• I f'� . . a. •. °. . .• ° .. . ' / A 4. - . ° - /.... � ° ti a • _ • . - - \D • 4 . . ° s' �° • • ._ 234- °.p a�$� c ep {.•. 12/31/2020 �' V ° 5AI • A • fs a _ • • a \ . a . • b .4 . . • !? 3 °. -D. 4.• a 4 b,° 4 • • .grr4 ° b.. r?. Dr• ° °. ° a \. . A. a a • a • TYPICAL PROTECTION FOR INLET ON GRADE �J n - - - -SIG = - -- -- °" ///14/ I �_ q n\� '° -e - h / - w w. ----- --- 9' 6� / 1 D'A 1�'CCq_6,--. .)15g <Dg 6� u' 21 �6ri' X 1'1 r2j� P �� �1 (L-5 -9- eL-y-5- (0'5. "5 '2-1115' �� NOTES: ISSUE DATE DESCRIPTION I -ii 2 r rZ r1 1. INTENDED FOR SHORT-TERM USE. !. 2. USE TO INHIBIT NON-STORM WATER FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED S U1/ Z AVE5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC. 10-8-20 RESPONSE TO RFI#2 1 3 STORM DRAIN INLET PROTECTION 9-29-20 ISSUE FOR CONSTRUCTION (60' PUBLIC R/W) NO SCALE A 8-17-20 LANDLORD COORDINATION - - - - - - - - - - - - - - - - 4-30-20 BID SET Site Conditions Minimum Frequency 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET Cut/Fill ReportDaily when w,,,en storm at f runoff. inducing runoff from 3-20-20 PLANNING snit, is occur • At least once every t PROJECT INFORMATION BLOCK 1 . Acti Period JOB # JM-JPM19010.0 Generated: 2020-04-08 18:47:09 weeks, regardless of whether or rtot runoff is DATE: _ - 3-20-20 By user: tandries DRAWN BY: GB J:IChase BankUM-JPM 19010 -Greenway- Tigard, OR\ Current Drawings\J:\Chase BankUM- OCCUmflg. CHECKED BY: MM Drawing: .113N/119010 - Greenway - Tigard,OR1_Current Drawings\SURFACE PROPOSED.dwg Once to ensure that erosion and s edi m ent control MODEL 2. Prior to the site becoming inactive or in measures are in working order. Any necessary DRAWING STANDARDS v20.1 Volume Summary anticipation ofsite inaccessibility. maintenance and repair must be made prior to SHEET TITLE Name Type Cut Fill 2d Area Cut Fill Net leaving the site. Factor Factor (Sq. Ft.) (Cu. Yd.) (Cu. Yd.) (Cu. Yd.) GRADING AND PROP EROSION CONTROL vs full 1.000 1.000 5211.91 208.99 3.71 205.28<Cut> 3. Inactile periods greater than fourteen (14) Surface3 Once ewry two (2) weeks_ PLAN calendar days. SHEET NUMBER �.frIf practical, inspections mus t I cur daily at a 2d Area Cut Fill Net - Periods during which the site is inaccessible s i bl a du e (Sq. Ft.) (Cu. Yd.) (Cu. Yd.) (Cu. Yd.) relevant and accessible discharge point or Know what's below. 'Its inclement weather. downstream �caticn. Call before you dig. Total 521 1.91 208.99 3.71 205.28<Cut> IC 300 * Value adjusted by cut or fill factor other than 1.0 • CAUTION NOTICE TO CONTRACTOR BENCHMARK FLOODNOTE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF CITY OF TIGARD BENCHMARK NO. 168: ACCORDING TO THE F.I.R.M. NO. 41067C0533E, THE SUBJECT PROPERTY LIES IN ZONE X _ EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS 47 FEET SOUTH OF CENTERLINE OF SW MERESTONE CT, 21 FEET WEST OF CENTERLINE OS AND DOES NOT LIE WITHIN A FLOOD PRONE HAZARD AREA, PER MAP REVISION DATED4 UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SW 121ST AVE. NOVEMBER 4, 2016. INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR ELEVATION: 173.248' MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 7 DAYS BEFORE ANY EXCAVATION TO CONVERT TO ORGN OBSERVED 03/16/20 TO NAVD 88 SUBTRACT 3.752' TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES HORIZONTALLY AND VERTICALLY WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. LEGEND: al - - PROPERTY LINE PROPOSED CURB & GUTTER - - - - LIMITS OF FULL DEPTH SAWCUT in . EXISTING CONTOUR XXX PROPOSED CONTOUR ADA RAMP 10 0] GREASE TRAP • BOLLARD / CLEAN-OUT -0- TRAFFIC/HANDICAP SIGN /// DOUBLE CLEAN-OUT © DIRECTIONAL SIGN IN GAS METER ID SPEAKER BOX ® WATER METER - MENU BOARD Lai IRRIGATION METER o U ® 0 - - LIGHT POLE S MANHOLE w oz CURB INLET GRAPHIC SCALE o BUILDING UP LIGHTS DRAINAGE SLOPE AND DIRECTIONct ra . 1 p 4 X X ' 'V 10 0 1a ® AREA DRAIN 4 . '' 4 I et , a 4 I ,�• 4 p g,;-y J -51 �4. I (6 I-_ - _ 1 _ J IN FEET ) .b.•:1. e 4 g.5p� SG'G • • , �°'0� 2 X ytJ$1 \1 / ��.. 4' 1 inch = 10 it. A 4 • �� -5� �G G / fo �• /. •4.. a1. 4 ' 4 as '� °U•r.0/ .\ // ���°D�j \ �G / 1 4 ; ��,��� / �� , �� �� / °�-�� ' POST DEVELOPMENT DRAINAGE AREA KEY: gm b \ / 'I 4 � / • � 4 W J � ' °. // MrL�� ) �� + ,�a• ., . .. mm . DRAINAGE DIVIDE fi• X T�- til �• G Ike \.\ 4A : o. rLd / �$ rl, / • •GJ 4'- le Im Ce000 In co �-� / ,� / �• X.XX SFArea m/ `fig �$' / 4b x.xx Ac Square Feet WICI .y a o N rZ / OCM��1 � G �' / alb • 0 4 --I Cs1 Acrest,0 . r' : 'Ijill e '• } tv `� / ♦ `� X �b G BIO-RETENTION LEGEND: v Q `- NL / x��b. r-LO �')FO ' N 0 ci. t/fI 0 t2. ? } 1 / /% ,L5'1�05 .. p C J LL •a a } ) /`36° !� �� / '�,� 0 s 4. • A 4 . .. 1 * / c)(- b cf . 1 'S� / INFILTRATION PLANTER PER DETAIL BELOW 1) Z Ch O . „op .: LLI ...., \i/ ,t ri, i1:5 414% 1-Z-5 It IZ 0 Ci \)1\D*) 1 / / �� / �� (e) f= 1 • 4 a • J PROTECTION �� RAIN DRAIN AND OUTFALL \ Q , W a a 'l.��G • \ }y 1 rL'y9'` , / V / d _ w Q Jr + W °L.)�b • \\4. �� ! 1 / / // ,1 ao vi 1\ Yl V�� • �7D���4 a - w W W r w w BUILDING OFFSET AND ' N ~L] t , �'j 1 �,0 O X J ` y p (� I I I: Jr IMPERMEABLE LINER AS APPROVED ZO y I 4 } '� / , X �� ':, I 1 w w w w BY BUILDING JURISDICTION O • 4 r�'51 w0 W W Z O I \' ,/\ ❑ I� 1. •4111111441110. • ° w W W W W h� /\ ! ❑ q• w W w 4' w STRUCTURAL WALL PER BUILDING W4 CI) Z • . . w w w w w W w W W w1 JURISD€CT40N\ 1 �'/ � ��� ! .� \ _ - ,;; A •• w w ,'r,w w - A 11.111 ... A,•,,p.\ 3 / \ A . • - \ Nq --- .---- --- ---. -2 : •. •. .' 2 MI" L co ...... _ez_ .,,... , , _,:c___ • • - to., ., (I\ FIR 2>&2�1`Drip \'`./ <5 41.- r / n .,, . - Ai 1 p ° y 61 *4,4„04, LW 1 Al* ��ft/ ` 5 �� ' / pU A4 A I 111 \ I >v A* ,51 ;Z :f �{ ' \ I r 6" TYP. OVERFLOW TO ClIC "*..--- . : . .41 f'f / '1 X1 / �. �\ 1 ,;s• ci)b•' �n FACILITY WIDTH CONVEYANCE 4- . 7 1 j / v"• / S° �g 1 `'CONNECT 6" HOPI: STOR1 DRAIN TO • ri• • ' ii � 2„ MIN FREEBOARD �G 1 `Vh' ` ' / �/ $� ���� 1 EXISTVNG CATCH BASIN ` • I �" !I/ 6" MAX POND DEPTH .112#4111 I Qui 5 p' } 1 IN 2"& 10' l X33. , � /`� 1�� X I TOP OF EX GRATE 235.32 \� _ ° /\\j,\y,\\j \\% ARCHITECT/ENGINEER OF RECORD 4 I - 1 } 6 / 'Lp� ,� \\\�\\\\\` 1-1111-111- %`W- 1 0 - \ e. / / cP 3 4 -SCD BOTTOM OF EX CATCH BASIN 231.13 4 �G . /i\�//\�//\ i =III III-I / r ° I FL 6 IN 231.87j 5 g2 �i�/i�/ice/ IIf-III=- 1=III={11 �// 18" MIN GROWING MEDIUM L �� `� -$ 5\ �., ' w / / rL� /113\„ x �o g 5 \\\�\\' i�l l hl ,;,„=„1,1,1„-=-7-----„,,,1 -. :\,/, III-TI-11 \\{ [� A • 1 i o \ �9 r, ,., 3 , x - ` , 5 11 \ �i\i� . :III-1 I I- ISI!I-f I I 1 / I ., J.r BOTTOM 4F PONDING DEPTH 3 .63 >, 2 5 \ /�� 1=III- I III-11 i�l . �/ / • I - a% x t �. D _ .e g/\\/\\/\\/f I I_=131 -III �11- \\>\.-' 3" DEEP (3/4" 1 4 ist,:1//rJ 1 �9z x \ J BOTTOM OF CRUSHED ROCK 233.13 ri�jrO' / \ ) �� / 4 , a \\ \`\; �, \*\ ( / " / ") CLEAN hl \ \ ` CRUSHED DRAIN ROCK . \ r�n x �// X •1\�\\ Aill = l a �v r [k� , . 1 \� \ •T�#�+ /\/ \ 4/ /, ! jj f I CONNECT 6 HDPE STORM DRAIN "� / \\\\ ipr: -•c ,Cr I ! 4 \ `\ C7 ///// � � •� / / ✓ 9" DEEP (1-1/2" - 3/4") I 1 1 I 4 f ' \ DA#1 >/ - g I TO EXISTING CATCH BASIN - \ L �6i • a o \ �\ '• r` ' ••Y'•- /\\/\\/\\i+CLEAN�y \/ / / CRUSHED DRAkN ROCK 6I \ l TOP OF GRATE 236.13 I 1 A.4 .< \y\y\ \ y• IN \ \./ 6843 SF 1 " 4I 'S / \ \���r� /�\,\\. \ 1 , FL 6" OUT 232.13 1 5 p G /Ty/ • , • \ \\/ •z\'' \ E n g i n e e r i n g • 4 \ ,j 0.157 AC - �C G / • / . / / A A• , 1 // / \ __04,0,00.:. :,•,'''.. ? �, f j �• "5 c0. 1� �y�\�r a. \ \ \ \ \ \ \ 19120 SE 34th St., Suite 1 i 5 .. • • I 1 1 s , v- 1 j/ �! '16 \� � \\ \\\\ \\ \\\\, \\ \ \ -.,.\ : Vancouver. WA 98683 1\ 1 1 1 / 3 ;q_, \ rnI sC3 \ \ / / / / e / / / / / / / / / /\/\/\ \/ / OVERFLOW TO 1 \ \ 1 ..... �o • ' w �/ '• 5 ,/�\/, \i\//,,./,`//.. /` x' ..,/,/r.`//`>\ \i/`r • 4 1 r / r� S6 \ . - � /\j\\ a /\ �FpUNEDATION DRAIN PER DESIGN %� CONVEYANCE 1 r / /// s \ Ph. 214 491 1830 1 411/1 G / NON-WOVEN GEOTEXT1LE FILTER 1\ / � FABRIC CONFORMING TO ODOT TYPE II } \ _• 1 � I s s s s x rL^j� ` x i `L��S• - G a \�//\,/i�./,\�C\\ \\�:�\//' G 1 GQ } ��'' / 1gQ, ilks s �� \ \5 NOTES: CIVIL ENGINEER b� .,-bb- } 1 ' � '� 1 \ A y� -b G 1, PRIVATE WATER QUALITY TREATMENT These drawings and specifications are the confidential and proprietary property x • • • \-2\.: y '�I s • Oj 1 Y '� '� lof JP Morgan Chase and shall not be copied or reproduced without written •� \4, \ \ \ y i C " �(�p ~ `L j LOT# 2. 30" MIN WIDTH FACILITY LENGTH TO BE CALCULATED BASED 1.��- .4 r 1 x \ -i 3584 2 IS 6 HDPE i\ \ VI au}ho nation. The Contract documents were ofprepared Fpr Use on this speCiTc ` �°�3 • !�� rp Oil INCOMING FLOWS. siteinconjunctionwilh its issue date andarenotsuitable faruseona different \ ON 0.50% \ Y site or at a late lime. Use of these drawin s For reference or exampe on A 1 j ' O `;,:� ° 1 rZ 5 f BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN uDA HANDBOOK. g/ } ,, t .h1 gy "{ ''I► +- 15' Drip 1 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. anomer paect requires the sery ces of properly licensed a chilecfs and 1 ) �, ? fp ` _ Q OF PLANTS engineers. Reproduction of the contract documents forreuse on another 4. / `/ } ; t`'o ��� �! SDs �� �rL • # 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR pojeclisnotaathonzed. ° I J x \�_ �° I TYPE OF PLANTS SEPARATION. c• . I --/- \• 18"&211'Drip \ \ \ rZ I / 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. I I 7- // \ EEE \ // 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OFSEAL I �- / O� T! � \� (G I_ `L \ FACILITY IS BELOW BUILDING FOOTkNG. I • :: I �! / / } `�I�1(�IrJ _ `� \ ��� `L��SgG � r�36 SIZE OF PLANTS 4. • 11 I }� / / tP-- t� I 1\ / Ud❑ ii 4 6 .5 y� t �5g 5 J"�� ` �\ /// <��pPRO:No �/ 39. f r� �o / so I (G �� /�� �� x4• G t N EO a 1 4 4 g I .� v 4g \ Q 2.38% �`� -'6 Jo , / INFILTRATION PLANTER LIDA a *, ,? _ 1 / 2.50 I . co Gn,-))f4 `�,I / 1� ,�,'j • 1 1 o ` . \� z� \r/- �"�- -� ��► 2� G � 'q I ! 6. / �6• cob u ! CleanWate>< Services93534 n 1 1 \ / , �Z1 \01�/ 1 t \ \ o •, .� ( \ " / y rZ \ 6- f I A O O "\ / / I \ \ ' t ' 1 \�j / 'e \ \ �� fo :\ �: - 1 Q \ `Z� • -�,��� REVISED 03-16 a°0 . -e�t. .A 5'L6 \ \, /� ► \ \// / \ o \ i-- ri, V�. OCG \ .G \ X .��. DRAWING NO. 793 w ' 5/• w '1��G -° • a �� \ \N ; �////\ 1 \ tiT \ \ �St. Op�•rZ� 9�� dr - \ 0t STORMWATER FACILITY BLENDED SOIL O 41Y8,23'� v., rL,GJ•�� • p �\ \ \ / ` \ �� J �� • 6 �� 41, � FURNISHIMPORTED BLENDED SOIL FORALL VEGETATEDLIDA FACILITIES CONFORMING TO THE FOLLOWING: HT. MEN'S• GENERALCOMPOSITION - USEMATERIALTHAT15ANYBLENDOFLOAMYSOIL, SAND, ANDCOMPOSTTHAT IS�' \ \ / /1-)1 O FO �� } ` \ '1 • 2, 2.00 �u�� I �� .K(1:1P: rZ� 30-40% COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. .a 4 \ \ - ` , ` 4 � • ,, • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: : 1 2/31 /2020 \ 1 I 1 ` `Z 236-Q • / PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL, INCLUDING COMPOST, SHALL BE \ \<\\ • i / CONDUCTED IN CONFORMANCE WITH ASTM C117/C136, AASHTO T11/T27, ASTM D422/D1140, OR ASTM D6913. / THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH, 3/8 INCH, #4, #10, X20, #40, #60, I 1 /-1'; ‘%-,(1<\--• 4% 1 } ` �� \��\ ,\ E"--� #100, #200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. } } } } \ \ \ 6 \`��1�'� /,�/ G �O ` �. SIEVE SIZE PERCENT PASSING - } } r 96 , \ \� �/� / G / cn I 1 IN H 1 ISSUE DATE DESCRIPTION 1 1 } \ - • \ - - / /lam r -!' - _ �5( la A $C c o0 °�' ' } } N •\ - �� A��, \ z�e/� SCO Ct`� I C, / • `1:5% # 10 40-1000 .p j I -5 „ 40 15-50 �1 6,.- }\ `\ N N \\ // -239 � 239- "� 238 � � l Y ro I �r0 N�r0 ° �1 < # 100 5_25 I \ �- 7 _ -237 / `�' �GO. # 200 5 15 ��C]�.1 i> °, a \\ \ \\\ -238M. / � //� �O �erZ ¢ I�.A �6 • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES r2.- � ��ri- \ \\ // ` \ - PINE 14l&12' Dri� / - >( •G I. Dc• -j$• • IT SHALL BE WELL MIXED AND HOMOGENOUS. (2;5N r2:5-'-\ �~ , , \N \ __---- / C X23 �G �G OU K'1 a ��1 • IT SHALL BE FREE OF WOOD PIECES, PLASTIC, AND OTHER FOREIGN MATTER, - - ° n a 1 1 \ // - - - -237 - - - -�� \\ / O - L f / _ \� a cp.1G r�;,5G)� II I • IT SHALL HAVE NO VISIBLE FREE WATER. A 10-8-20 RESPONSE TO RFI#2 ® ' 1 o t lr / \\ , \ L� y� ----"'--.7....-/ ,/ �� �j�� II ' / �\ 9-29-20 ISSUE FOR CONSTRUCTION RIM:234.11 �� ` -90 0��0 / - -236- -\ Z3'1' 'INE 18"&20'Drip Xti ,,�•y6 - - �/ _ �� b'• COMPOST / I CB 4 N. Vic, N 235 r 1 THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING I =31.42, R=LQ C� / ‘D --<------ � /�/ _ 1 / r Q /1 COUNCIL SEAL 0 TESTING ASSURANCE (STA) PROGRAM. SEE WWW.COMPOSTINGCOUNCIL.ORG FOR A LIST OF LOCAL 8-17-20 LANDLORD COORDINATION � 5, 4 C ,IV44a54'28"E CHD�28.- g� ,5t)(9ri �t _ _ 7�f f r\4.1v - ---- - -' // d G "egg PROVIDERS. 4 30 20 BID SET r��3 \ 1 ! 235` • • �/ \ / -235- _ ��! -V, 1 G IP- r THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED 4-13-20 PERMIT SUBMISSION \ 0 • pU`.1, pU ,brl- X L .� ) jk ® .1 '� MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL . ��6 5 p Dr•• -JDc _r A rZ ��� 'jg ��C]�G r �jg. COMPOSTED, FREE OF VIABLE WEED SEEDS, AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE 4-3-20 90%SET .•4 - ° _ rL //, - � � �` �. �.�-1�1 - - . GENERATION. THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED. IT SHALL O� 4 •A a ` ^ �4. / b a NOo05r32trW 31� •b - a .��. a. r �;' 4 } MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET �__�__ A , p 4 A° 4 393. 4 4 3-20-20 PLANNING 4 ' a 4 / s �p Z��� 4Oy� p • PROVIDED BY THE VENDOR. �G $. �. A A \ 4A ' . 4 .. • ° • • • r, . . -1 c PROJECT INFORMATION BLOCK 6� - 4 235 D. .f, 4. _ p - - A -p . b.,; q p. 4rA • - • ° • G A' 4 ' • 100% OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. ''jN. S1 • ! �� • 4 A a a 4 Q a a e' / 4 • THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8.5 MAX. JOB # JM-JPM19010.0 t> '°� A •• r�lJ g • �' 4� s' 4 • ��/ /. 'qp \ A 'a e 4 n - y .4 W4' • MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE, CERAMICS, METAL, ETC.) SHALL BE LESS THAN 1.0% BY DATE: 3-20-20 �N. ( / / 1 1\ •(C) �G l '-G `�G�-sC) THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS . rL ark CDs` / \ Ik'\ .\� 5- bc3 -5-'' 'rj$ boa rL ) DRAWN BY: GB • • SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. CHECKED BY: MM �5 . 5 1 �D` 1� 1D • �� rL � rL^j�r2- "5•'1rL�� C3 •• MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. `LI rL-5 II' 2'L�� (L� Ul • STABILITY SHALL BE 'STABLE' TO 'VERY STABLE'. 1 • CARBON/NITROGEN (C/N) RATIO SHALL BE LESS THAN 25:1. MODEL • TRACE METALS TEST RESULT = "PASS." CONSTRUCTION DRAWING STANDARDS v20.1 S W 1 2 1 S T A V E STORMWATER FACILITY BLENDED SOIL: • PROTECTION THE SOIL H THEA MATERIAL SHALL BE OEFROM AND ALL SOURCES OF CONTAMINATION, INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE. SHEET TITLE • WET AND WINTER CONDITIONS - HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE I WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS REPRESENTATIVE. (60' PUBLICR/W) LIFT• PLACEMENT LL OE THE SOIL - PLACE THE MATERIALLEIN LOOSEDSA ELIFTS, NOT TO NOT 8 INCHES EACH ANDAEACH STORMWATER - - - - - - - - - - - - - - - - - - LIFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY COMPACT THE MATERIAL. • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS MANAGEMENT PLAN POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. • EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION MEASURES ARE FUNCTIONAL. • PROTECTION OF THE INSTALLED SOIL - IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO 81 KEEP WORKERS, PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD ` '1 ® SHEET NUMBER MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. `� BLENDED SOIL _I D A Know what's below. SPECIFICATION FOR500 VEGETATED LIDA FACILITIES H A N D 0 0 CleanWate� Serv><ces Call be#ore you dig. CDRAWING NO. 798 06-16