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10225 SW HALL BLVD-3 REVISIONS BY - - �� � 01 00 fit 00 - zCN r- 040 Y _ _ .... ,..._ ....... kn Vn It W -twivfF 00 to 'JL A+ UJ /* c T vrf"'000 4-11 61L 10 r to -• -t --- ►v r orf00ow �s c� .__ ,� , , �'\ . to G. D , ` - n� q� F C tCk .20 O i c, ` Joz 7 7_09W k 0. U I _► � ., , Jr *WOOF Aw Of 01 ''l.� �� �� IF OW ACCZ55IME PARKINS SPADE IS PROVIDED, IT %4.1. BE prw NWO o°' ••� 1• DESIGNATED VAN-A�GC•E%II5Le' AND SHALL HAVE AN ADDITSO�U (��1 __ _.--_-- - (te l•'S d�t�on�t�%NOT �s �: 516PYOR2�;b�) F�OUM TED BQ.OW THE STANDARv SPhGe PARjaw 51 c , �r.��F �� _.�._..___..�.,._. _� _�N .` .._.`�`�`�:�w!=':::tl,._.._.«.._._...._,.__ . �.' -_._.......«-_.. ....__ - �---- --- -.._.. ... .. _ -...._ _ - - - ____. ..__---- _ - _ _.._..__ R��j °11ow •••..�' �'�' AGGE55181.E • r ___�_ __._ .,..- '�', _ _......w._.._.. ._ _..---_._. ___---- _.__ _.___.. _ _. . ...I_ ._.. - _-__-_» _.. _•__-_...__ I t_�--'� ��_ GAN BE USED BY ANY VEHICLE NTH A vAr� SPACE v DMV DISAaLW PEiRMIT. - J°� PHYSICALLY SIGN AHANDICAPPED DI AP TED PARKING SPACE TO BE IAENTWIED , .�. - - - - - _._ _ . . . ....._...._...,._._.. _.... ... --- • _ ....__.__ --'-- - - _ -.-----.. _.... . .. ._._ _ _ .- �_� �•-�' S THE 1 ABOVE CRANAD� NEAR SHE S FOUR FEET PACE. SIGN TO BE MARKED WITH ITER TIONAL S MBOL ! A •OF ACCESS AND HAVE THE FOLLOWING CORDS IN AT LEAST ONE _ INCH HIGH LETTERS to t4 40� bovm • D� b.tic ''f"� �. b4 u�.- ► �) . .�, PARKING ViT?I WtV. 4 �.G�-55 4• AfkTfl DttnA.ED PERxiT Or+l.r ( AISLE Sn�S � V; _._.___r_..__._._.. ... .. ... ._._.... _. .._...__..... - t- _- . VInLATORS SU1.ECT T - • TuvwJ UNDO G v t 93IA20 AND A FINE OKI DRS 911.4a I �...._...w�_._. .. �, �� .. - _ /► - t �� _.. '. ._ -- ♦ kxzsveu VAN - ACCf.TSIPLC � o-4D �,'�• o• i pt- i Y- - f� �o . °` INGLE ACCESSIBLE PARQNG SPACE !T 04 o&v,4 woo 1 �^ # � M_ � �. �'I �► s�-, � ,_._ �. � =� . ...��:�'(.'� 10225 SW HAS 1. BLVD A 4- ! ER _ �- --- 4��".. �1 -�� .��.�• � �� • �-�- RFD-WOOD CENT - 1 of 16 � � �' BU P2000-00403,S112000 00048 _ S11—t oil I �Ij !"Me _ NINO �W4 - Il _ . , __ .. _ - p, . � �.o ed .,,�.,• �- "� .�.�!�� _�4��_ -� �i� - -� � � � �j.; Cop_.. .--,,.:_ ���'��-�j '.`�'°a '� ��� C,�,,,► -'- _bra>ricn-. _ b Y� 2. . -_�._.:_.�4!»-� --��''�- ` �;' � �_-�' -kms---- �� (�," � ` �-_��" ---:. ..• . - _ - �'' ,�,r , - _ _ c:Or� A4 If J16 ' : - - Sheet :� Its f p4G-�'� ,``'-� • - �/lo .,,t — o, . I ^X 1 �A/ F. Sheet* 19 x 84 PINVI u CAA,k0- 100W CtAMP910IT• NOTICE: IFTHE PRINT ORTYPE ONANY rig-1 � � � ! � � � ii iii � ii , � li � ili � i � � i � i ili � i�� .r �r�il � � l�rlr rlr � � � r Ali � ! t ( 1 tlt � � t � � i i � �1-11111 I l f ( ! f I IMAGE IS I`tIOT AS CLEAR AS THIS NO-'j-ICE, 1 2 3 � 1 � � IT IS DUE TO THE QUALITY OF THE No. �• � � - - OI�IGINAL aCJGUMEN� •�r �, � jlfr E 6 Z g ti L Z 9 Z � Z � Z E Z - - � --- - — --- �.._ ------- — .•- ___ _ ,w�u„�,,° ;r� � �.,.. -�.,. 1 Z T Z! O Z 61 I L 9 Q � fi F Z T ��si3w ���� ���i ���� ���� ���� �!�� iii� ��l� i�iii��i111�►1�lllLll1111��1�illll�llIIILIIIIIIIIl11, 11111111 IItiIIIIIIIIiilllllllll .a111111111�l111111111111i ���� i11i111i ���� ��� � ��!� �1� ���� 11i11-11 .1u ai ll 11� I� <<��► �� I REVISIONS Filter Fabric material 361" rolls. Use 5taple5 176 Ie or wlre rings to attach 1 fabric wire 175 " - --_- __ _ __. - 2" x 2" by 14 ga. wireSS a ss SS F I ' I fabric or equiv. FINISH FLOOR 178.0 180.9 > ¢ ' a! 6E 1728 INLET / - - ") ¢/- BACKFLOW PREVENTOR TACTILE WARNING — I Q 1 ' - 4' X 3' X 12" THICK RIP RAP N N l !! ENERGY f315APATOR 74 �PQ,�/ 77, __ ' 1" Min I P� 1 _ ?" x 4" Hood PO5t5, Std. or Better or NOTE: � � Equal. n 173` % INSTALf Bio-PIL iER BAGS 7' I qu Alternate: Steel Fen,-.c Po5tS Bur bottom of filter 1 ¢ AROUND INLET UNTIL VEGATATI I� I, ESTABLISHED. J94 ' material in 8" by 12" 1E. 158. 70' / -- POND OUTLET SEE DETAIL ---_e-- _ ___ � — � � trench I s' VERT OVERFLOW S TRIPPPED PEDISTRlAN CCES I SEDIMENT I~E I V6�E ' ¢ ,✓111Th ATRIUM ORATE STORM ER FILTER CATCH BASIN ROSS SLOPE Nor TO I _ "STOR ATER MANAGEMENT" E CEED 2.0%,— POND - / - 6" INLET SINGL CARTRIDGE UNIT I.E. 3' I R X A X 12" THI 3' 6' OUT I � RIF' RAP 6 OUT If 172.9 a a� tG NEW PUBLIC s oRM M.H. — GRAVEL CONS T N / U a t w - - —4NfM 'T�2.$-�IYE'�T 8" INLET ` � _ _/� ' EAS I?' CONCH OUTLET ; I I " E=NTRANCE SEE DE I w STUB N NEW It' LAT " ! �� PO Uj 4) N VFRIF FLOWLI - oil %* NEW I DOMESTIC METER , I ��0 eel) r� � z N N Q �G , p z M M 11-772A 0rw uw •w nw wr wr wr wn rM w� w Now ' \` l nnn c7 CbRB ANSI _S/W w : . . . * p . —� ►' �.. a. o ° 1�1 Q x S D a A4-FI SIGNAL BOX. ��Q° •. � P'�� ° ° ° � � ® � a1. < SD — ° —SD SD .- SD �`� ° ° ° `� u REMOVE EXISTING CURB AND S/W •mss � ° ° ° ° Lu Lw � ALONG ENTIRE FR NT AGE 1& 167.86' VERIFIY WATER PRESSURE. IE.- 171.97' o 0 0 0 o u� ,a SEDIMENTAION FENCE / G c�J U 2G cN/1 '� („4 WATER PRESSURE MUST EXCEED 45 PSI —COORDINATE WITH O.D.O.T o z O ELECTRICAL SECTION, AL WORK TO F - - _ — - - - - - - - - .r _. _. _ — __ — - - _ _ — — ON FENCE Radius = 2.5' Min. o ° ° ° \ (1z o s MEET CURRENT ODOT ST DARDS SEDIMENTAIo - - — _ — _ — - - _ - - - - - - - -. - - - - - -....a i \ d'cX`��p Glw � ean F'It Run or 2" Minus Gravel z � a GRADING TILT EROSION CONTROL. PLAN Subgrade RElnforcment _ 000 SCALE: I" = 2 _ _ S. W. HALL 8L 1%D, d 6eaptextlle, as Required / ��. �I ' �' a �� _ - - - — - - — - - - - pt,00yy v v o 44. 0 _ N O I M 8" Min. Depth V --L ` M M - M M - M — 67RAVEL GONSTRUGTION EN-T-RANGE • --6" OVERFLOW WITH 0 ~^ ATRIUM GRATE 10 Q A r A 6" PVC OUTLET �•••• r z r 4 w NOTE: I 0 REFER TO O.D.O.T. STANDARDS c0 M nRr,. N0. RD700 AND RD720 i NEW I - OE "C" CURB , 6' WIDE SIDEWALK ASPHALT DRIVEWAY CONNECTION i AND DPIVEWAY PER O.D.O.T. SPECS ASPHALT AND AGGREGATE BASE P0ER O.D.O.T. STANDARDS _ A/C VALLEY0 12" OF FREEBOARD SAIN ',UT 81 REMOVE EXSTG A/C JOR WATER BAR EMERGENCY�O„ OVERFLOW 173.0 REPLACE PER O.D.O.T. SPECS Li ARC HALL BLVD. 6"ATE DRIVE PLAN OUTLET TOP OF DETENTION = S ° 8 >= S 2.0% .0% I.E. 170.75 POND. ELEV. 172.0 -- Uj BOTTOM OF DET 3 i - 6' 14'-6" POND IE 170.4 C p > j IL z DRIVEWAY SECTION - Z_ U SCALE: I" = 5' _ N w w J _ J 20mm R. 150 1 Z Q CAP WITH 2" DIA 03: I RESTRICTIVE ORIFICE =1 :D - -- - CO "' E DATE : 1 - �• -pd E D _ o -- SCALE:' NOTE. REFER TO O.D.O.T. STANDARDS ` '---•—� DRG. N0. RD700 4332 DRAWN J:EP. FRONT ELEV SECTION A - A � � SHEET 225mm ^ TYRE „ C „ a� - �Y►� POND OUTLET � � 24 CURB DETAIL ____ _ 10225 s N F. RD � W I�AI,L VLVD 6L RU D WOOD rFNT' , ----- -- --- ----- ---- I311P2000-00403 � R ,SIT2000-000 . 8 20f16 : NOTICE- IF THE PRINT OR TYPE ON ANY ► ( I ( I I f I I I I l 1 1 IIIIIII IIIIIII IIIIIII I I I I I I I 11 11 1 1 1 IIIIIII 111 1 1 11 III I I III III 1 11 11 11 III ill ill i I 1 1 1 III III I ( I 111 III III I I III III ' I I I I I I I IIIIIII 1 I I I I I I i I I 1 1111 IIIIIII ____ � � l I I j IMAGE IS NOT AS CLEAR A THIS 1 � � 4 I S S NOTICE, -- - 8 10 11 1� iT IS DUE TO THE QUALITY OF THE No.36 r' " ;�....o_ ORIGINAL DOCUMENT - _ --- .`�.,`--* " `V' 6Z SZ GZ 9Z � Z � Z EZ Z iZ OZ 6I i3T GT 9I 5T fit FT ZI T. 0 t 6 8 - L 0 9 E Z T �IdL3wl ~ ` I, I I I i t 1 , 1 � SII I , Illillllllilllll Iillilllilillllllll ,l IIIIIIIIILI_l_C llillllllllll � 111111lIi.11lililllillllliillllllil ! I Illlllillilllllliil:. 11 II I II II . ll l II I II II IIII (III ll 11111 IIIII111 , I{ IIIII�I lllli. 11l 1111.1.1 lll 11 ll illi ((( fill REVISIONS: DIVISION I GENERAL THESE SPECIFICATIONS ARE GENERAL IN NATURE AND ARE INTENDED DIVISION 6 CARPENTRY TO SET MINIMUM STANDARDS FOR MATERIALS. WORKMANSHIP SHALL LUMBER SPECIES AND GRADES TO BE A F G BE CONTROLLED AT GOOD QUALITY BY THE GENERAL CONTRACTOR OR S FOLLOWS: EROSION CONTROL GENERAL NOTES. DEVELOPER. CONTRACTOR TO PROVIDE ALL NECESSARY TEMPORARY ! JOISTS, BEAMS AND STRINGERS DOUGLAS FIR No. 2. a. APPROVAL OF THIS EPOSION/SEDIMENTATION CONTROL ESC) PLAN ' SUPPORT FOR WALLS AND FLOORS PRIOR TO COMPLETION CF VERTICAL STUDS, BLOCKING AND MISC. DOUGLAS FIR STD. AND LATERAL LOAD SYSTEMS. DOES NOT CONSTITUTE AN APPROVAi_ 0;- PERMANENT ROAD OR SILLS, PL� i ES AND LEDGERS DOUGLAS FIR No. 2 PRESSURE TREATED UTILITY GENERAL NOTES. _ DRAINAGF DESIGNIE.G. SIZE AND LOCATION ON OF ROADS, PIPES, 25 PSF (SNOW) FACILITIr , UTILITIES, ECT.) ROOF LIVE LOAD RESTRICTORS, CHANNELS, RETENTION _SPLYWOOD; PLYWOOD TO BE CD EXTERIOR GRADE. FIELD VERIFY ALL UTILITY PIPING, ELEVATIONS, SLOPES, AND LENGTHS ; WIND LOAD 80 MPH EXP. B THICKNESS AND NAILING PFR PLAN. PRIOR TO INSTAL.ATION. NOTIFY ENGINEER OF ANY DISCREPANEIS. B• THE IMPLEMENTATION OF THESE ESC PLA A SEISMIC ZONE 3 NS AND THE CONSTRUCTION, ALLOWABLE SOIL BEARING 1,500 PSF INSTALL ' 1/2" 0" CRUSHED ROCK BACKFILL WITHIN ALL STREET AND MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC DIVISION 7 MOISTURE- PROTECTION AND INSULATION FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR I PARKING AREAS- COMPACTED NATIVE SOIL CAN BE USED IN LANDSCAPED UNTIL ALL. CONSTRUCTION IS COMPLETED AND APPROVED AND CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITION" ON ONE PERM VAPOR RETARDER IS TO BE INSATLLED ON THE WARM SIDE OF ALL AREAS. DRA KINGS AND IN THE FIELD. COORDINATE OPENINGS THROUGH EXTERIOR WALLS, CEILINGS AND FLOORS VEGETATION/LANDSCAPING IS ESTABLISHED. FLOORS, ROOF AND WALLS APPLICABLE TRADES. NOTIFY DESIGN MINUMUM k-19 INSULATION IN ROOF. ALL EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ONS 757.541 TO C. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN ENGINEER OF ANY DISCREPANCIES. R-13 IN WALLS OR FULL CAVITY OfF WALL AT LEAST 48 BUSINESS DAY HCUS, BUT NOT MORE THAN 10 BUSINESS DAYS SHALL 9E CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. S CODES AND STANDARDS: OSSC 1998 EDITION BASEL) ON 1997 UBC BEFORE COMMENCING ANY EXCAVATION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE� � AMENDED BY THE STATE OF OREGON. ALL OTHER LOCAL AND STATE FLAGGED CLEATING LIMNS SHALL BE PERMITTED. THE FLAGGING BUILDING REGULATIONS SHALL BE APPLICABLE. DIVISION 8 DOORS AND WINDOWS 757.751 INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.MOR IVISION 2 SITE WORK WARPING CORE. DOORS TO BE MORTICED AND REINFORCED TO THE LOCATION AND METAL DOOR: HOLLOW METAL 20 GFLUSH PANEL BONDED TO NON- DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON D. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN D RECEIVE HINGES AND HARDWARE. FRAMES TO BE 18 GUAGE THE DRAWINGS ARE CCMPILED FROM AVAILABLE RECORDS AND/OF, CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN ALL BIDDERS FOR WORK UNDER THIS DIVISION SHALL EXAMINE THE WITH WELDED CORNERS AND ANCHORS TO SUIT WALL_ STRUCTURE. FIELD SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE A URA^ SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT � CC ,Y _ADEN SITE. THE SITE SHALL BE ACCEPTED FORD IN ITS EXISTING CONDITION FACTORY PRIME PAINT. OF THE COMPLETENESS OF SUCH RECORDS. CONTRACTOR SHALL F I WATER SO NOT ENTER THE DRAINAGE SYSTEM, ROADWA`.'S, OR VIOLATE AND NO CLAIM SHALL BE MADE FOR ANY CONDITION NOT SHOWN ON � ELD APP � THE DRAWINGS. VERWY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. APPLICABLE WATER STANDARD. ! ALL EXIT DORS SHALL BE OPENADLE FROM THE INSIDE WITHOUT THE USE OF � KEY OR ANY SPECIAL EFFORT. THE ESC FACILITIES SHOWN ON THE PLAN ARE THE MINIMUM _ STRIPPING; STRIP ALL EXIT TING TOP SOIL IN BUILDING AND PAVED E REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE AREAS AND DISPOSE OF IT OFF SITE, OR IN PROPOSED ALL EXIT DOORS SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS I i !S CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING PANIC HARDWARE. UTILITIES WHERE NEW FACILITIES CROSS. CONTRACTOR SHALL BE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS LANDSCAPE AREAS THAT MAY BE APPLICABLE. E\CEPTION: THE MAIN EXIT DOOR iF 1T CONSISTS OFA SINGLE DOOR OR A PAIR RESPONSIBLE FOR EXPOSINGNEEDED FOR UNEXPECTED STORM ' POTENTIAL_ UTILITY CONFLICTS FAR ENOUGH EVENTS AND TO ENSURE THAT FILL MATERIAL: PLACE FILL IN LIFTS NOT TO EXCEED 8" AND OF DOORS A KEY LOCKING DEVICE MAY BE USED IN PLACE OF PANIC HARDWARE, SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE 'THE SITS COMPACT TO 95% STANDARD AASHTO T-180 UNDER FLOOR PROVIDED THAT THERE IS A SIGN STATING "THIS DOOR MUST REMAIN UNLOCvrn- AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE MOptFICAT!SNS �G� o m LO WITHOUT DELAYING THE WORK. IF GRADE MODIFICATIONS, CONTRACTOR F. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE u Ll � "JD PAVED ARCAS. ENGINEERED FILL MAY BY UTILIZED DURNING BUSINESS HOURS. THE SIGN SHALL BE IN LETTERS NGT LESS THAN ONE � UNDER RECOMMEI,OATION OF A SOILS ENGINEER. INCH HIGH ON A CONTRASTING BACKGROUND. WHEN UNLOCK THE DOORS MUST BE SHALL_ NOTIFY ENGINEER PRIOR CONSTRUCTION. APPLICANT/CONTRACTOR AND MAINTAINED AS !NECESSARY TO ENSURE � � � W FREE TO SWING WITHOUT THE OPERATION OF A LATCHING DEVICE. THEIR CONTINUED FUNCTIONING. Z N N FOUNDATIONS: ALL FOOTINGS f0 2EA.R ON FIRM, UNDISTURBED SOIL, p�' z - a DOOR HARDWARE: ANY SEPTIC TANKS ENCOUNTERED DURING CONSTRUCTION SHALL BE G. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND w 0 0 ALL FOOTING BOTTOMS TO BE A MINIMUM OF 1S BELOW DOOR CLOSERS:WHERE PROVIDED, DOOR CLOSERS SHALL BE ADJUSTED TO CLOSE PUMPED ED CUT. CONTRACTOR SHALL BREAK BOTTOM OF TANK OUT AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS a FINAL GRADES. NOTIFY ENGINEER OF ANY UNUSUAL FROM AN PEN POSITION OF 70 DEGREES IN NOT LESS THAN 3 SECONDS TO A POINT CONDITIONS BEFORE PROCEEDING. CLEAN ALL FOOTING 3 INCHES FROM THE LATCH„ WHEN MEASURED TO 'THE LEADING EDGE OF THE DOOR. BACKFILL WITH PEA GRAVEL UNLESS OTHERWISE REQUIRED BY PUBLIC FOLLOWING A STORM EVENT. U � a EXCAVATION OF' LOOSE MATERIAL. DOOR HARDWARE SHALL BE MOUNTED NOT MORE THAN 48 INCHES ABOVE FINISH AGENCIES HAVING JURISDICTION. SEPTIC REMOVAL TO BE IN ACCORDANCE WITH COUNTY SANITARY REQUIREMENTS. H. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO DIVISION 3 LTJ T FLOOR. A � R PPED CATCH BASIN. ALL CATCH BASINS w CONCRETE AND REINFORCING ACCUMULATE WI THIN A T OPENING FORCE: THE OPENING FORCE OF DOORS ALONG AN ACCESSIBLE ROUTE AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE 57 N SHALL BE AS FOLLOWS: ANY FUEL TANKS ENCOUNTERED SHALL BE RL_MOVED AND DISPOSED PER CLEANI�!G OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER rr�n,,, (� � � � I. EXTERIOR DOORS: 8 1/2 POUNDS STATE OF OREGON DEQ REQUIREMENTS.. BACKFILL WITH COMPACTED INTO THE DOWNSTREAM SYSTEM. U `' GENERAL: ALL WORK TO COMPLY WITH ACP CODES AND STANDARD. Z TOLERANCES: FLOORS I/8" IN 10'. WALLS AND COLUMNS, 2. INTERIOR DOORS: 5 POUNDS-FORCE GRANULAR MATERIAL. 0 I a e ri I/4" FROM PLUMB. 3. FIRE DOORS SHLL HAVE THE MINIMUM FORCE NECESSARY TO CLOSE AND LATCH i STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE = N - THE DOOR FILLS SHALL BE CONSTRUCTED IN 6" LIFTS. EACH LIFT SMALL BE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION w - a CONCRETE MIX: TYPE. I CEMENT PER ASTM C-150 HANDLES PULLS, LATCH LOCKS ON DOORS SHALL HAVE A LEVEL OR OTHER SHAPE OF THE PROJECT, ADDITIONAL MEASURES MAY � w -' COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 U ES Y BE REQUIRED TO INSURE u FOOTINGS AND MIQB. DAY STRENGTH 2500 PSI, 5 SK/YD THAT WILL PERMIT OPERATION BY WRIST OR PRESSURE AND WHICH DOES NOT THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE > to o REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. � � 1 FLOOR SLABS 28 DAY STRENGTH 2500 PSI, 5 5K/YD ALL NON-METALLIC WATER, SANITARY AND STORM SEWER PIPING SHALL PROJECT. CONCRETE WALLS28 DAY STRENGTH 3000 PSI, 5 SK/YD MANUFACTURED DOORS AND WINDOWS ARE TO BE CERTIFIED ACCORDING TO HAVE AN ELECTRICALLY CONDUCTIVE INSULATED 12 GA. COPPER TRACER ASTM E 283 FOR 0.37 cfm PER FOOT OF WINDOW SASH CRACK AND !I cfm PER WIRE THE FULL LENGTH OF THE INSTALLED PIPE USING BLUE WIRE FOR STANDARD NOTES FOR SEDIMENT FENCES: F'NISHES: FOOT OF DOOR CRACK WATER AND GREEN FOR STORM AND SANITARY PIPING. TRACER WIRE I. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS R T INTERIOR SLABS: STEEL TROWEL WINDOWS TO BE DOUBLE GLAZED WITH A MINUMUM OF 0.5 INCH AIR SPACE, LOW U ROLL CU EXTERIOR SLABS: TOOLED EDGES WITH LIGHT BROOM E COATING (E <= G.40 AND TINTED OUTDOOR PANE. SHLL BE EXTENDED UP INTO ALL VALVE BOXES, AND CATCH BASINS. TO THE LENGTH OR THE BARRIER TO AVOID USE OF JOINT. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AR (;OLD JOINTS: PROVIDE COLD AND WET JOINTS AS SHOWN ON PLANS. THRESHOLDS AT DOORS: A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS ' THRESEHOL-DS SHALL NOT EXCEED 1/2 INCH IN HEIGHT AT DOORS. RAISED STORM SEWER: _ SECURELY FASTENED TO THE POST OR OVERLAP " X 2 2 POSTS AND JiVISi�N 5 METALS THERSHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAY SHALL INSTALL CLEANOUTS AT ALL LOCATIONS REQUIRED RY THE PLUMBING CODE. ATTACH AS SHOWN ON SEDIMENTATION FENCE DETAIL. BE BEVELED WITH A SLOPE NO GREATER THAN I UNIT VERTICAL IN 2 UNITS F;EINFORCING STEEL: ALL RCI;,.-FORCING STEEL TO BE A-E!5 GRADE 60, HORIZONTAL. (50% SLOPES PROVIDE HUBS FOR DOWNSPOUTS. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE UNLESS OTHERWISE S;'014N. HLACE ALL REINFORCING PER ACI CONTOUR WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A CODES AND STANDARDS. LAP ALL CONTINUOUS BARS 30 DIAMETERS. MANEUVERING CLEARANCES SHALL BE PROVIDED AT DOORS, AND SHALL HAVE PIPE MATERIAL, TO BE PLASTIC ASTM D-3034 WITH WATERTIGHT JOINTS. MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A O A COMMON LEVEL SURFACE. EXTERIOR DOORS SHALL HAVE LANDINGS THAT ALL PIPING WITHIN 5' OF BUILDINGS OR UNDER BUILDINGS. TO BE PVC MINIMUM OF 24 INCHES. WILL NOT ALLOW THE COLLECTION OF WATER. EXTERIOR LANDINGS MAY HAVE STELEL: ALL STRI" FURAL STEEL TO BE A-36, FABRICATED IN SLOPED LANDINGS NOT EXCEEDING 1/4 INCH IN HEIGHT TO 12 INCHES IN RUN. SCHEDULE 40. 3. THE FILTER FABRIC FENCE= H ACCO`OANCE WITH A15C EIGTH EDTION. S��OP PRIME _ SHALL HAVE A MINIMUM VERTICAL BURIAL Q ALL PIPES SHALL BE BEDDED WITH MINIMUM 4 INCHES OF 3/4" MINUS OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FIL I -R FA WITH GREY CHROMATE. STRUCTURAL STEEL TUBES TO BE � FABRIC FENCE Fy=46KS1, CRUSHED ROUT BEDDING AND BACKFILLED WITH COMPACTED 3/4" MINUS INSTALLATION, SHALL BE BACKFIL LED AND COMPACTED, ALONG THE �— WELDING: ALL WELDING BY CERTIFIED WELDERS. USE E60XX ENTIRE DISTURBED AREA. (:BUSHED ROCK i2 INCHES A60VE THE TUP OF THE PIPE. L_ ELECTRIDES OR E70XX ELECTRODES: COMPLY WITH AWS SPECS/ 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE BOLTS: ASTM A-307 WITH STANDARD PLATE I,NASHERS UNDERALL BOLT MANUFACTURED STITCHED LOOPS FOR 2" X 2" POST INSTALLATION. HEADS AND NUTS IN CONTACT WITH WOOD. ASTM A-325 PELTS STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE ON ALL STEEL TO STEEL CONNECTIONS. DRILLED ANCHORS SLOPED AREA. BOLT TO BE PARABOLT","KWICKBOLT", OR OTHER APPROVED 0 w EQUAL. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED CONNECTORS: TIE STRAPES, FRAMING ANCHORS, HANGERS, COLUMN THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN p CAPS, AND BASES TO BE "SIMPSON" OR AS SHOWN. PRIME PERMANENTLY PROTECTED AND STABILIZED. COAT MISCELLANEOUS STEEL. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CON- TRACTOR IMMEDIATELY Af TER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 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O 1 I t s NOW F . 1 O 1 It ERGY IMQTE31 1. EACH FAN USED FOR MECHANICAL VENTILATION SHALL RE PROVIDE WITH READILY ACCESSIBLE SHUT.-OFF SWITCH LOCATED NO MORE THAN 4G"ABOVE FINISH FLOOR. ILitRIMNIG MOTES• ' 2. GAS FIRED ROOF UNITS SHALL HAVE A MIN. COMBUSTION EFFICIENCY RATING OF 75 % AT MAX. CAPACITYAND 72 %AT MIN. CAPACITY. 1. NO EXTERIOR LIVN77NC 10 BE INCANDESCENT LIGHTING. 3. COOLING DUCTS IN WALLS AND ATTIC SPACES SHAM. BE INSL!ATED WITH R-5 INSULATION W/ .5 PERM VAPOR BARRIER. f 2. AT LEAST ONE LOCAL SHUT-OFF LIGHTING CONTROL SHALL BE PROVIDED FOR EVERY { �; 2,000. SQ. FT. OF LIT FLOOR AREA AND SPACES ENCLOSED BY WALLS OR CEILING 4. HEATING DUCTS IN WALLS AND ATTICS SHALL BE INSULATED Wn H R-5 iigSULATION WITH t j HEIGHT PARTITION. .5 PERIV VAPOR BARRIER. --•--� 3. FOR OFFICE OCCUPANCIES OVER 2,000. SQ. FT. OF CONTIGUOUS FLOOR AREA, ALL 5. HEATED SPACE SHALL Hf VE A THERMOSTAT WITH A RANGE OF 55 DEGREES TO 85 � ee j ; 3 INTERIOR LIGHTING SYSTEMS SHALL BE EQUIPPED WITH A SEPARATE AUTOMATIC DEGREES. IT SH)kLL BE AVJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO V , CONTROL TO SHUT OFF LIGHTING. AUTOMATIC CONTROLS MAY INCLUDE 10 DEGREES FAHRENHEIT BETWEEN Fr.;t 1 HEATING AND FULL COOLING 1 I I 1 I _ _ T OCCUPANCY SENSORS AUTOMATIC TIMES CHS 4 WIT E , OR OTHER DEVICES CAPABLE OF VC)- AUTOMATICALLY SHUTTING OFF THE LIGHTING DURING NORMALLY UNOCCUPIED 6. HVAC SYuTEM SHALL BE EQUIPPED WITH SETBACK AND SHUT-OFF CONTROLS. EACH �a PERIODS. AUTOMATIC CONTROLS SHALL INCCRPORATE LOCAL OVERRIDE DEVICES THAT: THERMOSTAT SHALL HAVE A DEAD BAND TO ALLOW FOR ZERO HEATING OR COOLING. ! P I Ei �{ A. ARE READILY ACCESSIBLE; B. ARE LOCATED SO A PERSON USING THE DEVICE CAN { SEETHE EFFECTS OF THE CONTROLS; C. ARE MANUALLY OPERATED; 1 I D. ALLOW THE 7. LAVATORIES SHALL BE EQUIPPED TO PREVENT A FLOW OF MORE T'SAN .5 GAL. !MIN. ! LIGHTING TO REMAIN ON FOR NO MORE THAN TWO HOURS AFTER THE OVERRIDE IS ' AND BE EQUIPPED TO PREVENT AN OUTLET TEMPERATURE GREATER THAN 110 INITIATED; AND E. CONTROLS AN AREA NOT EXCEEDING 2000 SQ. FT. LOCAL OVERRIDE DEGREES FAHRENHEIT. SWITCHING DEVICES ARE NOT REQUIRED WHERE OCCUPANCY SENSOR ARE USED. ; 8, WATER HEATER SHALL HAVE A AUTOMATIC TEMPERATURE CONTROLS CAPABLE OF 4. EXTERIOR LIGHTING CONTROLS. EXTERIOR BUILDING LIGHTING NOT INTENDED FOR 24- AWUSI NiENTB FROM LOWEST TO HIGHEST ACCEPTABLE TEMPERATURE SETTINGS •� HOUR CONTINOUS USE SHALL BE AUTOMATICALLY CONTROLLED BY A TIMER OR FOR EACH INTENDED USE. ' PHOTOCEIJ_•OR BOTH.TIMERS SHALL BE CAPABLE OF AUTOMATIC ADJUSTMENT FOR SEVEN DAYS AND FOR SEASONAL DAYLIGHT VARIATIONS AND HAVE BACK-UP 9. WATER HEATER SHALL HAVE A SWITCH TO TURN OFF THE ELECTRICITY TO THE WATER X CAPABILITIES TO PREVENT THE LOSS OF THE DEVICE'S PROGRAM AND SETTING-FOR AT HEATER + ' LEAST 10 HOURS IF POWER IS INTERUPTED. I � 10. INFILTRATION RATE FOR WINDOWS TO BE .37 CFM PER FOOT OF SASH CRACK(ASTM 283) ; l 11. INFILTRATION RATE FOR DOORS TO BE 1 I CFM PER FOOT OF SASH CRACK(ASTM E 283 ) 1_. SEAL EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL AND ROOF, AT PENETRATIONS OR UTILITY SERVICE THROUGH WALLS, FLOORS, OR ROOF AND II ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPE. PROVIDE-1 PERM VAPOR BARRIER.QN THE WARM SIDE OF ALL ROOF AND WALL t it INSULATION AND FLOOR INSULATION. I __...._. - —„r, .... ._•_tr�.�"6F'LAYtu &;nom -.. . \ Cz"'MMOpSIC"POST 14, GLA7JNG TO BE DOUBLE "TH.1/2'AIR SPACE WITH LOW- E COATING OR ANY ASSEMBLY - - s WITH A MAX. U .54 OR LESS. + CRASS lk",ept .__:GorlOUrr(BM�7 _•It 1sA. SUr'PORT"FM41 � }� Q HAIN CEAH r . NOMI ____ '✓ ___ 4 :� �� s, �. _±!'�- ._....... _.. ___...._.__ . �_ .._._...- -..._... _.__ _ ---. .. __. _._._.�_...... . ._..._._._ .._... _.... ! + LIGHT FIkTUFffi 111r,Jl LDS. MA^FILP1 LOAD 334 LDS.CAPITAL. TE.TS Ulla ���■I■■■1�■w� Imo. ....._.«�.......__.-..._.•.-....� The suspended acoustical ceiling system shall be anchored to resist lateral Date � � � . Q r seismic forces (Section 1630,.2 and Table 16Q]. Provide suspension wires not _.. smaller than No. 12 gauge spacE d at 4 an center, perimeter wires on terminal , ( - --- ------ II U ends of cross and main.lunners at a maximum of 8" from each wall, four No. 12 .+•r-..�.•*. L�' �' ILA 449/ (et AT �rf Q- - SCele / gauge wires splayed 90 degrees from each other at an angle not exceeding 45 _ M �1 �� y degrees from the plane of the ceiling with a strut centered and extending to the `-` , structural members supporting the floor or roof above and spaced 12' on center ` ` V l ' v `(� Lh - .? - li:, UI'AWR - in both directions starting 6' from each wall. All lighting fixtures weighing less than 56 lbs. shall be posi"VMly cttaciled to the suspended ceiling system (ASTM C6.35-94J. When using an ;ntermediate grade system, No. 12 gauge wires shall �'_' :'_� ""�,:� � ► Y•�T V �ti"` V140' be attached to the grid members within 3" of each corner of the fixiures, and -f lighting fixtures weighing less than 56 lbs. shall have two No. 12 slack wires connected from the fixture to the structure above. Ceiling mounted air terminals .. .._.__.... ... __.....__ . ._. _. . .. ... .. .,heat or'service:: weighing ;less than 20 lbs. shall be positively attached to ceiling runners. 10225 SW HALL BLVD ViZA:�41k% —�"'. . . - REDWOOD CFNTF,R _. ...._..... . ..(� Of I � Sheets ��"� BU P2000-00403,SFf 2000-00048 160f16 'v 19 X 24 MINTED ON NO. 10001 CIP.AR►RINT yaaw`.. r- r 1Ai ll ' I1I ' I + Jill11111111111 ' IIli Jill � I1�-r NOTICE: IF THE PRINT OR TYPE ON ANY l � Ii liIil � 3 . � 9 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT r--- F-__SZ g 111 = 9G4TI1101121;11,111,111 ,111IIal�lU�l ll >�1.1 Ili 111► IIIIilli 11111 1111111111i11��i,11111111111�1111�1 ll�i IIII �-til Illl.l�lll till +I .III ILII ,I11 X111 IIII II i IIII III I11 . I I If