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HomeMy WebLinkAbout02D1694LEGEND DESCRIPTION NEW EXISTING EX. 12" STORM STORM SEWER D EX. 8" SEWER SANITARY SEWER S WATER W EX. 2" WATER AC PAVING CONCRETE PAVING LANDSCAPING CRUSHED ROCK HYDROSEED SPOT ELEVATIONS +xx.xx CONTOURS 30 --- 50 ------ PARKING O5 STORM MANHOLE Q STORM CATCHBASIN ■ ❑ SANITARY SEWER MANHOLE Q WATER VALVE m FIRE HYDRANT )0' TELEPHONE MANHOLE TQ POWER VAULT P❑ STREET LIGHT�— UTILITY POLE -0- ABBREVIATIONS BLC - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OH - OVERHEAD CL - CLASS PL - PROPERTY LINE CO - CLEAN OUT R - RADIUS D - STORM DRAIN RW - RIGHT-OF-WAY DDCV - DOUBLE DETECTOR CHECK VALVE SS - SANITARY SEWER DI - DUCTILE IRON SQ FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASEMENT UNO - UNLESS NOTED OTHERWISE EXG - EXISTING FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FH - FIRE HYDRANT FL - FLANGE JOINT N - NORTH HC - HANDICAP NW - NORTHWEST IE - INVERT ELEVATION SW - SOUTHWEST LF - LINEAR FEET NE - NORTHEAST LS - LANDSCAPING SE - SOUTHEAST GENERAL PLAN NOTES CODE NOTES ZONING M-1 GROSS LOT AREA 140,621 SF (3.23 AC) DEVELOPABLE LOT SIZE 79,022 SF (1.81 AC) OCCUPANCY S-1, B CONSTRUCTION TYPE IIIN, SPRINKLERED BUILDING FOOT PRINT 34,517 OFFICE 2,000 WAREHOUSE 32,517 ALLOWABLE BUILDING AREA BASIC 12,000 SETBACK INCREAS 2.5 (38-20) = 45 SPRINKLERED 300% TOTAL= 52,200 > 34,517 REQUIRED PARKING WAREHOUSE 32,517 / 2,000 = 16.26 OFFICE 2,000 / 300 = 6.66 TOTAL= 22.92 STALLS PROVIDED PARKING STANDARD = 25 COMPACT = 1 HANDICAP = 2 TOTAL 28 STALLS, OK 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATIONS, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION.) 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. SUB -BASE COMPACTION PROCEDURE 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE CRUSHED ROCK. 2. COMPACT EXISTING SOIL TO 95% MIN. 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10, 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. K4 e() C0�9 n r I rn r. / n1 n-7f1 J..... nr /nr Inn 11 1 1 EXTRUDED CONC. CURB - 1/�I 3" CLASS "B" A.C. PAVING SLOPE DN SUB -BASE, SEE NOTE SE 1 /4, SECTION 11, TOWNSHIP 21 N, RANGE 4 E, W.M. SHEET INDEX DATUM OWNER Cl SITE PLAN BM #26-K, ELEVATION 58.46, TOP OF DIBS DEVELOPMENT, LLC BOX 987 C2 TESC PLAN BRASS CAP AT CENTERLINE OF INTERSECTION 98 BURN WA. AUBURN071 A. 98SMA C3 STORM & GRADING PLAN OF 15 AVE NW WITH WEST VALLEY HWY. NON C4 WATER &SEWER PLAN NGvD 29 VE.RT (253) 735-1100 C5 SECTIONS &DETAILS L1 LANDSCAPE PLAN L2 IRRIGATION PLAN L3 LANDSCAPE DETAILS & NOTES L4 IRRIGATION DETAILS & NOTES 1 15' ABOVE GRADE, "SHOEBOX" STYLE W/LIGHT DIRECTED DOWNWARD AND SHIELDED TO AVOID GLARE ONTO ADJACENT STREETS AND PROPERTIES. GRADE 1" DOWN FROM TOP OF CURB. PROVIDE 1'-0" LEVEL AREA WHERE GRADE SLOPES DOWNWARD OUTSIDE OF PAVING 4"- 5/8" MINUS CRUSHED ROCK (ALTERNATE: 3" ATB) 1 CURB AND PAVING SECTION C1 NTS SITE PLAN I " = 20' TYPE 3 NEW DRIVEWAY COA STD DTL STDW-1 C PERF. DRAIN AT TOE OF SLOPE PER SHT, C3 LEGAL DESCRIPTION LOTS 12 AND 13 IN AUBURN PARK OF INDUSTRY AS RECORDED IN VOLUME 106 OF PLATS ON PAGES 83 - 85 RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO AND OR TOGETHER WITH ALL EASEMENTS OF RECORD, IF ANY. PARCEL #'S 030350-0120 030350-0130 CRUSHED ROCK VICINITY MAP NTS NORTH EXG FH - - - _ - --- -- - --- -- EX D/W 14th STREET NW N 89'57'22" W \ EXG 12" DI 0 EX. ROLLED CONC. CURB — EXG WM t 7r. nM -- -- — 175.0' - --- -- -- -- -- Nfi9:59'16"F UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE NORTH THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 TECRISFR 0 � Q o � aD 00 0 d Q '(22�J) > 00 cD U N i LE ao� V 0 f W W "' `�' v nr,n Z u 5 Z Z W o 3 C9 n� Z vo� V J o0� 00 Q Lc' Z O a' 0 U �QLj Z m m z Q 0 _ I ZD z V) ~ m -C 0 � w O � N m Ln w J F- w E y s7�NA L E — — — — EXPIRES 5 09 2002 PROJECT REF: FACOO-0007 BLDOO-0044 DATE 10/15/99 THESE PLANS ARE "APPROVED" FOR DRAWN CONFORMANCE WITH THE CITY OF AUBURN �\ S.S/A.M. ENGINEERING DIVISION'S REQUIREMENTS CHECKED L.K. AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS % -01 �1 00 BY; � _ DATE: 12 ' . OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE/POSITION: SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DATE: Approved By. JOB NO. 99072 Date Approved: pv SHEET NO. c 1 Q 06o6 001D 16gy CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR 10. EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS. 3. ESTABLISH THE "CLEARING AND GRADING LIMITS" FOR THE SITE. 11 4. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY OF AUBURN. 5. INSTALL INLET PROTECTION ON EXISTING CATCH BASINS, COA STD DTL DEV-8. 6. REMOVE EXISTING STORM SYSTEM ON LOT 12 AS SHOWN ON PLANS. 7. CONSTRUCT THE SEDIMENT POND AND TEMPORARY SWALES AS SHOWN ON THE PLAN. TEMPORARY SWALES SHALL BE ADDED AS NECESSARY TO ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 8. BEGIN GRADING OPERATIONS. CONFORM TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO ADJACENT PROPERTIES. 9. BEGIN BUILDING AND UTILITY CONSTRUCTION INCLUDING WORK WITHIN THE 14th ST. ROW, ON SITE UTILITIES, PAVING, ETC. WORK WITHIN THE 14th ST. ROW SHALL BE LIMITED TO 15 WORKING DAYS. INSTALL INLET PROTECTION ON ALL NEW CBS, COA STD DTL DEV-7. SWEEP STREETS THAT BECOME SOILED. / BEGIN CONSTRUCTION OF PERMANENT STORM DETENTION SYSTEM AND BIOSWALE WHILE MAINTAINING CONTROL OF SILT -LADEN RUNOFF. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES OR TO THE PUBLIC STORM DRAIN SYSTEM. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". \ I EX SSMH \ I RI 61.30 112 E (SE) 53.31 i (N) 53.38 o � DUST CONTROL NOTES: 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN ON THE T.E.S.C. PLANS TO PREVENT. CARRYING MUD INTO THE STREET. 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONMSTRUCTION. DITCH LOCATION & SLOPE PER PLAN 2' { 2' 7 � 1\MAX/ � 2 V-DITCH DETAIL 91 PROPOSED GRADE EXISTING GRADE--\ Z� �- STRIP TOP SOIL AND KEY 2' CENTERED BERM INTO NATIVE SOIL. BERM COMPACTION SHALL BE PER WSDOT (1994) SPEC. 2-03.3 (14) (COMPACTED TO 95% DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR) NTS 3 TYP BERM DETAIL C2 NTS EX. C8 TYPE N o , o RIM 60.64 WM o \ \ °-"' C) 18" IE (SE) 56.53 � ago ,,� \ ASS, � N ,� � EXG FH 145 LF SILT FENCE PER � X. SMH 18 IE (NW) 56.63 \ \ EX. SSMH -05 I �- COA STD DTL DEV-6 v, 04 CIS CHAN 52.37 SET PK g �L\ EX D/W I EX D� 10 E IE OUT \ \ 10" IE NW)53.15 FOUNDCASE MON 14th STREET NW REMOVE EXG tO" IE IN / SITE rM I CONC. WALL 530.00 i o°ti' \��\ - �� -SS-- ---SST------SS------(SS------ SS - - - - - - SS - - ---SS-----SS-----I-------}(�-SS- - - - -- S M1 r_ - / � PROVIDE INt� -- - � _ _ -._. _ N 89'5T222_ W - n- - - / IE 61. \ So, �----- w -E -TYP w ------ w - - --- W --�.� --�W ----- W - - - - W ----- W - - - - - - w - - - - - - w - - - - -- \ PROTECTION - RIM 6 .37 - �o EXG 12 DI 1- \\ �o / D DTL DEV 8 21" IE (E) 56.27Cr_' I �- 16" IE� (NN 5fi.32 0 �,� - - - - � - - `'- - - `' `f:IN SD - - - - - - SD ---�_-SD------SD--- --SD--- 340 LF SILT FERICLE \� ` I �o CONC. WALK ° EXG 1" WATER METER ( QUIREMENTS FOR PER COA STD DT -6 I I °� Z M VILIFY �, z -FOUND REBAR W1T� POSED SOIL STABILIZATION / \ , ;! n �--_ 19.01' I 5ti GATE �° 175�00' GATE ,g 55-2456" \ / h ` ° o 0 o TEL RISER - T TE ONA REQUIREMENTS: off. R = 130.00� �' _ _ - E o00©0000°00 6' BERM c - - - -L-_ -s - - - - - - - - - - - - - - - - - - �Q- D AREAS AND SOIL STOCKPILES MUST BE STABILIZED L = 125.73 I ` 000000°000°0 / -PER �M - 0 0° o° o° o° 0° o° E=61.12 \ E r; G I B P E 1 ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE 0 0 0 0 0 o FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR / 1 °0°0°0°0°0°0 - RIM 61 83 h EXG CB T _ 1 PROVIDE ` Jl Sp �. THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT o 0 0 0 0 INLET PROTECTION IE=61.22 000000000°0 WARRANTED: 225. LF V-DITCH 300000000 0000000°0°0 6 IE(SW) 6 0. 10 62.5 CIE 5 7 COA STD DTL 0.3% PER „3000000000 0 0 - 5� REMOVE TYP 6 (W) 58. ,"'� DEV-8 FROM APR I L 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL DTL 2/C2 35 8 _ / 175 LF V-DITCH °IE(S) )8. GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO TEMP °0°0°0°0 o IDE 3' 1�) �.7' 1 , PER STORM 0 ° 0 ° 0 ° o ° 0 0 �' i REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE ® 0.74% > 0 0000000 o EXG CB TYPE, `' l 58.0 TYP STABILIZED WITHIN 10 DAYS. l o 0 (` ALL DTL 2/C2 �� 1 0 0 0 0 ° 0°0°0°000 ° RIM 61.So % 61.Q 3:1\-SI-DINEOND o°o°o°o00 00 6"IE(NE)�60.69 TYP,l,' FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL Qgo o 0 0 ._.6"I� S REMOVE CHECK DAM 0 100 O.0 0° °s°o00 00 o PER COA STD DTL. DEV-9, ; , - 0 0 0 0 0 0 0 0 ° 0 0 ()� PAD EXCEPT NORTH 28 GRADE SHALL BE STABILIZED 1 MMED I ATELY USING PERMANENT o� OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA TYP. 12 THICKNESS OF 4"-8" QUARRY SPALLS f WHICH DRAINS GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO 00 \ \ TYP. XG CB T'PE 1 ,r; THE SEDIMENT POND REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED RIM 6 .28 AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN CONSTRUCTION UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED b° ff 63. <�, -' ! ENTRANCE IE 61.4 59.7 ( IMMEDIATELY. `l COA STD DTL DEV-5 1 I � 3 6' I (�� 59.84 STAB I L 1 AT I ON METHOD: & MULCHING / _ ____ I j a A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THOUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, 13.5' 71' 3 5' IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN o��� REMOVE EXG NOVEMBER I AND MARCH ER PLANTING.)31, CH I NG WILL BE REQU I RED I x GRAVEL FILTER BERM FENCES AND GATES, PER COA STD DTL DEV-10 GRAVEL CONE TYP. Ln CONTROL STRUCTURE � B. SEEDBED PREPARATION -THE SEEDBED SHOULD BE FIRM, BUT PER 1/C2 o NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING \`�J -- ��'�' o`�`' SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BEDONE „CAT ��°� 10' WALKED" UPGHT SL(?PE ANGLES TO THE SLOPE AND PREFERABLE I C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. WHEN ADJACENT GRADES ARE LOWER _ .�_---�� W � � DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS THAN 1.0' FREEBOARD, CONSTRUCT BERM COMPACT! N � �� '6 MUST USE NON -PHOSPHOROUS FERTILIZER. 6.0' WIDE BERM ALONG LOW SECTION OF E M M 0 , ALL POND BERM EMBANKMENTS SHALL BE CONSTRUCTEb`�� .,_ � � REMOVE o �, POND PERIMETER. SEE "BERM COMPACTION" OF SOIL COMPACTED TO 95%, PLACED IN 6" LIFTS, WITH '� � � � � D . SEEDING -APPLY THE FOLLOW 1 NG M ! XTORE TO THE PREPARED z SEED BED AT A RATE OF 120 LBS/ACRE: NOTE. THE FOLLOWING 'SOIL CHARACTERISTICS: 20% MIN. OF SILT EXG CB TYPE 1 TOP OF POND AND CLAY, 60% MAX. OF SAND, 60% MAX. OF SILT, WITH o FREEBOARD = 62.5 MtN. NOMINAL GRAVEL AND COBBLE CONTENT. ~ - REMOVE RIM 61.94 6" IE(N) 60.80 n FILTER FABRIC FENCE 6"IE(S) 60.84 /,�"- - _� PROPORTIONS PERCENT PERCENT OVERFLOW '�" CMP STANDPIPE AROUND GRAVEL CON / ( NAME BY WEIGHT PURITY GERMINATION ELEV = W OPEN TOP, CLOSED BOTTOM o��L EXG CB TYPE 1 ENCASED IN CONCRETE EDGE OF RIM 62.84 230 LF SILT FENCE PER /. REDTOP(AGROST[S ALBA) LOX 92 90 • STEEP SLOPE ,��,° 6"IE(N) 61.73 COA STD DTL DEV-6 - ANNUAL RYE (LOLIUM MILTIFLORUM) 40% 98 � (CONSTRUCTION LIMITS) X i ,____, -.,----- TOP OF PONDIYG = 61.5 ( L�J CHEWINGS FESQUE 40% 97 $D � i I (RESTUCA RUBRA COMMUTATA) (1 I {_ 24-HR STORM) I GROUNDWATER ELEVATION '�- ��-- ° ° ' °o � (JAMESTOWN,BANNER,SHA�W OR KOKET) WHITE DUTCH CLOVER 10% 96 90 I °;�° PER GEOTECHN[CAL (TRIFOL[UM REPENS) WATER TIGHT {- p, �• �° ° ° ° o°,o �o REPORT = 59.5f SEAL '000 1. 0 Doff ?�L 1 Pi" WASHED ROCK 'o ° GRAVEL CONE REMOVE EXG 6" PIPE °� 2H:1 V TYP ` °�"I 200 LF E. "HYDROSEED I NG" APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED. DISCHARGE = 0.49 CFS IE 58.5 ° ° BOTTOM OF POND ° °' `° ° ELEV. 58.0 V-DITCH 2-YR, 24 -HR 0 °o , o PREDEVELOPED STORM) C Jad, ,000 �°.,�, o ° 8"x8 W PVC TEE 6" MIN. DEAD RUBBER GASKET JOINTS a STORAGE 00 1" DIA, TYP., 40 HOLES MIN. 0 10" 8" RUBBER GASKET O.C. PERFORATIONS SHALL BE LOCATED PLUG W/ 3 Y4" DIA. ORIFICE WITHIN THE LIMITS OF THE GRAVEL CONE \�, ' •' •: : •• • .. �GININNING AT 0.5' ABOVE OUTLET INVERT. 6" CONC. BASE R.E.I. FILE:/ C2-072.dwg , 05/25/00 10:24 p 3%, TYP F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED ESPECIALLY IN �^� c DTL 2.0 ABNORMALLY HOT OR DRY WEATHER, ORLON ADVERSE SITES. IE 62.0 WATER APPLICATION RATES SHOULD BE CONTROLLED TO \ EXG CB TYPE 1 PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE RIM 62.74 MORE HARMFUL THAN NO WATER. \ 6"IE(N) 61.31 _.. _. \xj\\`; COMPACTED GRAVEL BASE UTILITY CONFLICT NOTE: RECORD DRk CERTEICATTON 1 GRAVEL CONE CONTROL STRUCTURE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE MWIINGS � TO THE CZ NTS - - - - - - - - - - - - - - DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTOR'S CflPESTR111CTi011!f RECORDS. 416.94' _ _ - - - - THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. N 89'S2'16" E THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 i AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY; DATE; • OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE OS ON: PLAN - SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE TESC SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: 1 = 20 NORTH TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH '. nA.IPTI'l! IlTI/l.l a d a U o+ D d Z lJ Q J 00 >_ N (� I y `A tLul - wv (j n W� W r•� F '3 J > :5 z=N 4 © c `/ Ty J L.7 p Z z Q m N It- V / ~ c- m t w O F- N o V) 18536 �c© 6,/ STER SjA L. (ADM 5/09/i�2 PROJECT REF: FACOO-0007 BLDOO-0044 DATE 10/15/99 THESE PLANS ARE "APPROVED" FOR DRAWN CONFORMANCE WITH THE CITY OF AUBURN S.S./A.M. ENGINEERING DIVISION'S REQUIREMENTS CUM CHECKED L.K. Approved 8)c 0JOB NO. 99072 Date Approved:- L G oO SHEET NO. C2 01D161 - __--_--a 0 r -. TREE LOCATIONS FF 64.55 6" DOWNSPOUT COLLECTOR PIPE METAL FRAME AND SOLID COVER RIM = 62.0 ADJUSTMENT BRICK (4" MIN., 12" MAX.) OFFSET TOP SLAB ---. 8" CAP RUBBER GASKET -� SHORT NIPPLE (LUBE-,, BOTH ENDS) A.C. OR G.P.K. MANHOLE ADAPTER Qa 0.59 CFS NRM MONTH 24 HOUR TO BIOSWALE)� 8" PVC SDR 35 8"x 8"x 8" PVC TEE RUBBER GASKET JOINTS 8" RUBBER GASKET PLUG W/ 4.66" 0 ORIFICE ELEV. -56.55 1 01v3y C3 10' TYPE 14 L/S 0 0 TYP LINO i�- 5� 4' ( 4' 0.75' STANDARD GALV. STEEL LADDER/ STEPS j W�4_ 6w1d .. 57.05 �'-12" PVC INLET 48" TYPE 11-C CATCH BASIN CONTROL STRUCTURE CONTROL STRUCTU 12' MIN. TYP UNO .25' DESIGN DEPTH DURING 6 MO. 24'HR. STORM ROCKER PER DTL. 1 /C5 3:1 MAX. 1' MIN. FREEBO D BOTH SIDES 3:1 - 1 i FLOW DEPTH 6.5' MIT, 8' MIN. (1Z AVG.) 2 BIOSWALE C3 Y4"=1'-O" 10' TYPE III L/S 60.5 1 TYP LINO SEASONAL HIGH GROUND WATER ELEVATION =59.5 (PER GEOTECH REPORT) J Cl*"-PERF DRAIN, TYP. O (TIGHTLINE TO CB #10) .75'�- 4" MIN. TOPSOIL -EROSION CONTROL BLANKET (JUTE NETTING OR APPROVED EQUAL) - : HYDROSEED OR SOD / 64.2 4*2 BIOSWALE GRASS SEEDMIX (FOR BIOSWALE SLOPES < 1.0%) N PA 20% SHORTAWN FOXTAIL 207. WATER FOXTAIL 20% WESTERN MANNAGRASS 207. SLOUGH SEDGE 20% VELVET GRASS EACH SEED TYPE TO HAVE 92-95% PURITY AND 80% MINIMUM GERMINATION. APPLICATION (PER ACRE): 2-3 LB. SEED MIX 435 LB. 10-20-20 (N-P-K) NON -PHOSPHOROUS FERTILIZER 1,500-2,000 LB. WOOD CELLULOSE FIBER MULCH NOTE: BIOSWALE TO BE FULLY ESTABLISHED PRIOR TO INTRODUCTION OF STORMWATER RUNOFF. IRRIGATE IF NECESSARY. EX. CB TYPE II �� RIM 60.64 18" IE 56.53 4 18" IE �SE) NW) 56.63 loe / 62.12 1 24" 0 ACCESS �RISER W/ CONC. �y COLLAR, TYP. dP���� 100 YEAR POND 7 PLACES PER LIMITS EL. fit 03 DTL 4/C3 32 CF 62.7 ' A = 552456" �- R = 130 00' 0L = 125 73i',. CB 5 6 :48 63.67 63.67 CB n oti65 LF 3D o ADS 1 ; 63.80�� RELEASE RATES DESIGN STORM Q (CFS) 50% OF 2 YR. 0.20 10 YR. 0.67 25 YR. 0.95 100 YR. 1.33 EL. 59.56 0 CENTER OF 1.0"0 ORIFICE 25 YR. WSE=59.84 10 YR. 100 YR WSE=59.24 WSE=61.03 2 30" INLET WSE=58.72 EL. 58.82 ® CENTER OF n MARKED "DRAIN" ROUND SOLID COVER ADJUSTMENT BRICK (4" MIN, 12" MAX) OFFSET TOP SLAB I ___---12" CAP, RUBBER GASKET '-PPSU TEPORTS 12" OUTLET -� \ IE 57.1 `- A.C. OR G.P.K. MANHOLE ADAPTER NOTES: 1. STRUCTURE SHALL BE TYPE II-72". 2. OUTLET CAPACITY: MAXIMUM DEVELOPED DESIGN FLOW. 3. PROVIDE AT LEAST ONE 3"x.090 GAGE STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 3'-0" VERTICAL SPACING). 4. ROTATE OFFSET LID OVER ORIFICE TEE WHEN LESS THAN 3' OF COVER. INCREASE MH SIZE OR CASTING OPENING AS NECESSARY. 5. PIPE SIZES AND CONFIGURATION MAY REQUIRE A LARGER SIZE STRUCTURE. 6. THE OUTLET PIPE SHALL BE A MIN OF 12" TAP OF RISER DETAIL 5 0 ORIFICE 12" PVC TEE CHECT ATKiN OF RUBBER GASKET JOINTS 30" ADS 8' PVC EXG UTILfTJ�ES PRIOR (REMOVABLE) PTO STORM 'Q STANDARD GALVANIZED RUBBER GASKET PLUG 24"0 ACCESS 114S, ALLATION STEEL LADDER/STEPS W/ ORIFICE HOLE 2.4"0 LID ELEV. 56.6 LADDER R G o 3 MULTIPLE ORIFICE CONTROL STRUCTURE CB 7 c3 PLAN VIEW �"=1'-0" 60.4 ':r%5 SD Ek 4 M 6-TYPEAW ------ w - - --- w _. --,w - - - - - - W----1,-- W ----- w - - - - - - w ----- ;. .37 SAWCUT LIMITS - -0 12 DI T nIE O REPAI N KIND �.� (" 3 18" IE 1(N 5 56.3 MAKE SA27 WCUT LARG C 11 -- ' I C5 -,1- !lGFLT2 - off.._.lb Sp!-SD------SDI_--c--SD---- _ _ D - `--S� -1--u-_SD---- -. -AVOID=F U BIOSWALE �� . UNO EXG 8"-}, - " - v - --- -_T - - -- - - - CB 10 SETTLEME T 60.15 EXG 1 WATER METER L TO REMAIN I o�� o� �� � IFY I � STRUCTU � _ - - --------- -- 19.01' �'� - - - - �� ------ 175.00' - -- - - OCKER I EMOVE EV RIM =sl.o5 TEL RISER ` - DTL 1/C5- n i _ ��. o i ------ T w IE 57.01 -------- 8 TYP. LINO 108' BIOSWALE 0.53%,� r IE=56.44 /� 61:5 62.0 I - `� D 2 C3 � 62 1 .I 3 7 '' I i 61.5 L- 2.1 o \ 63.0 5 1.6 I 43) 4'x4' RIP RAP PAD, I 12" THICK, 4"-8" I `- ( i 62.3 63.34 7 1 QUARRY SPALLS, TY . 3 PLACES 100 YEAR POND , 63.72 63.16 LIMITS EL, 61.03 62.7 ti� 63.72 I 880 CF I 61.05 1 FF=64.55 I I- °- --- _ 61.60 63.56 64 5 I RIDGE ® 61.05 61. 05 / " I 14 / Q IE 48 57.1 \ ( - I I I 3 I IE 8" 58.77 65.2 65.0 5 1 I 1 .8 5 60.92 62 65.0 4 C5 B 4 64.55 RETAINING / - ...._ ... o 1 WALL DTL 2/C5 1 64.55 6N PVC SDR21, - - _ 6 MIN. COVER AT L/S / 18" MIN. COVER AT PAVING, 18 LF 6" PVC SDR __. o�I 3 I 64.55 / -\ BOTTOM OF 1''' 1 60.80 60.80 1 �� 1.0% MIN. SLOPE, w TIGHTI_INE, S=0.5% STEEP SLOPE '1 - - - - - �' TYP. UNO PERF PIPE N LOT 12 5.2 , / �-- No CATCH WIN SCHEDULE CB NO. I CB TYPE RIM ELEV. INVERT ELEV. DETAIL REMARI( 1 TYPE 1 61.00 2.15 GRATE 2 TYPE 1 60.5 57.80 GRATE 3 TYPE 1 VA 4 GRATE SOLID LID 4 TYPE 1 64.50 ,-46- T "," 5 TYPE 2-60 63.05 57.10 (EA, 58.23 N S GRATE 6 TYKE 1 60.75 GRATE 7 TYPE 2-72 63.00 57.10 DTL. 340 SOLID LI 8 TYPE 2-48 62.00 57.05 E,S , 58.05 N DTL. 1 C3 SOLID LID 9 TYPE 1 61.00 57.72 SOLID LID 10 TYPE 1 60.20 56.85 VERIFY SOLID LI; 11 TYPE 2-48" 60.00 56.35 SOLID LID PIPE SCHEDULE CS MC8 PIPE LENGTH & SIZE PIPE TYKE SLOPE REMARKS 1 TO 2 70 LF 8 PVC 0V 21 0.50% 3 TO 2 97 LF 8 PVC SDR 21 0.56% 2 TO 7 124 LF 8 PVC SDR 21 0.56% 4 TO DET.PIPE 110 LF 8 PVC SDR 35 1.48% 6 TO 5 63 LF 8 PVC SDR 21 0.50% 48-INCH 15 12 LF 30 ADS N-12 0.00% 5 TO 17 65 LF 30 ADS N-12 0.00% 7 TO 18 9 LF 12 PVC SDR 35 0.60% 8 TO SWALE 6 LF 8 PVC SDR 35 0.60% 8 TO #9 25 LF 12 PVC SDR 35 1.29% 9 TO #10 68 LF 12" PVC SDR 35 1.29% SWALE TO 111 30 LF 12" PVC SDR 21 0.30% 1 SOUD LIDS TO BE LOCKING TYPE. 2 PROTECT NEW CATCH BASIN AND MANHOLE INLETS FROM SEDIMENTATION PER AUBURN STD. DTL DEV-7. �1 64.5 12 LF 30" ADSUj 6�55 i I 1 30' I 63.9 � I IE=60.5 ` Z 60.60 64j55 OT 12 z � M I EARTH WORK QUANTITIES STORM DETENTION VOLUME�� \ �� FILL = 2000 CY VOLUME REQUIRED = 7480 CF \ \ I I L-Li CUT = 1500 CY VOLUME PROVIDED : 48" PIPE = 6230 CF QUANTITIES ARE ESTIMATES ONLY AND 30" PIPE = 378 CF " \ I SHOULD NOT BE USED FOR BIDDING PURPOSES 6" PONDS = 912 CF 340 LF 6 PVC SDR35 \ \ 7520 CF > 7480 OK PERF. PIPE, S=0,5% \ 340 LF 6" PVC SDR35, SEE DTL. 6/C5 6 S=0.5% C5 • . \ � 4 I I 2/-D" \ 6 1 " \� 2-0 64. IE=62.1 SINGLE ��.L�� \ fl ' PERF PIPE 6" CONC SLAB Wf4 ®12" O.C. \ C. 0 C.O. IE=62.2 EA. WAY AT CENTERLINE, AND 4- 14 X 3'-0" DIAGONALS AT - - - - - - - - EA. ACCESS RISER- __. 4 .,'o CONC. COLLAR � ACCESS RISERS ���-__:_ __ .-_- -. _- REVISED STORM C3 W=1'-on UTILITY CONFLICT NOTE: CERTI� T PROJECT REF: FACOO-0007 BLDOO-0044 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, RECORD DMM DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON Tt 'S C ONSTRJCnON S THESE PLANS ARE "APPROVED" FOR C' ,13,mI N 89� E - - - - - - - - - - -�- - - THE THESE SOR TAL AND NBY OT, LOCATION ING THE PRtORUTILITIES TO CONSTRUCTION. EYING THE CONFORMANCEWITH THE qTl' � AUBURN - - - - " - ENGNEMG DIVISION'S REQUIREMENTS THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY; DATE: Z' � 'O OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER STORM & GRADING PLAN OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE � SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE Date 1 = 20' SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Approved NORTH THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY' DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH S:\99\99072',C3-072.dwg Drafter Name: M. CORDICE Plot Date: APR 03 2001 15:00:08 1 Lost Modified Dote: APR 03 2001 14:28:25 1 Submittal: REVISION 5 � 3oF°1 0 d o oa 3 oc� 0 F%-_1 Z Q 5 c t7rJ c r w W � V L Z >. W J >�o Z e cn 3 .. �QF Z Lz m N t-- z V I c / MLU _ 0 z n w w _ �x o: W w DATE 10/ 15/99 DRAWN S.S./A.M. CHECKED L.K. JOB NO, 99072 SHEET NO. C 3 ?osos OXDf 65 55 EXG 12" WATER 0 EX. CB TYPE 11 RIM 60.64 18M IE (SE) 56.5 18 IE (NW) 56.63 O� 1 � 132 LF 6" DI — SPRINKLER LINE CENTERLINE 14th ST NW NORTH f PA ......... ......... ......... ... ...... ......... ......... W ..... .. ..... ......... .... ...... .. . EXG GRADE CON DRIVEWAY .. ::... : ... . ... . :... —. .. ... -- "MIN 42 ... 12°x 8" 1 2"x8" : TAPPING V.... .... . ....... ........ ......... ......... ........ ....... . ......... ......... . ::: NEW GRADE ......... .:.f O ....... . 4 . .:::: ........ CON:BLKG ::... ......... .... ..... ..... EX ....... 8" STORM:::: ......... n . ... ., .. 6FIR SPRINKLER ; tiff n n n .. ......... ......... ......... . . . . . . . . . . . . . . . . . U AV AU 2) 6" G ILL .... ::. DEFLECT 4 PER 2 IPE ::::... ::: :: . CONC B DEFLECT CT PIPE . ...... ....... E G 12. ;SS :::: MAX., :. ... 0 .... ......... ...... ... ......... ........ MAX., TYP .. . 0+00 0+20 0+40 0+60 0+80 1+00 STA 0+00 12%12"x8" TAPPING TEE FULL SADDLE 8" G.V. (MJxFL) CONC BLKG COA STD DTI WART -1 WATER PROFILE I 1/ 531 -SS--SS----- I SS -- EXG--SS------SS------SS------SS----- -- EX: -TYPE-li W -- - - - W -- `,�' - -- - -- -- W - - ---- --- -W— W— —W— W— —W— --W--- RIM 60.37 T EXG 12 DI T 21" IE (E) 56.27 18" IEI (NW) 56.32 I I SA------Sfl------G1------cnl------ cn WATER & SEWER PLAN I =:Iy- NORTH UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE INTRACTOR'S CONSTRUCTION RECORDS. BY; DATE: M-6-01 TTTLI LF14M. CONFIRMED BY CITY: DATE: 30" STORM 2" MIN REVISED STORM. PROJECT REF: FACOO-0007 BLDOO-0044 THESE PLANS ARE 'APPROVED" FOR C P 4 / 3 /• 1 CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVOWS REWREMENTS Approved By. OD-4.1� S�&' Date Approved- m N r CL ck. LEI W 86 W w N Ln DATE 10/15/99 DRAWN S.S./A.M. CHECKED L.K. JOB NO. 99072 SHEET NO. C 4 4 0 IN U7 S:\99\99072\C4-072.dwg I Drafter Name: M. CORDICE Plot Date: APR 03 2001 1 +:24:36 I Last Modified Date: APR 03 2001 14:23:13 1 Submittal: REVISION 5 G? 0 G o o*1 D 16 lif 0 i CV PLACE TENSAR UX1400 GEOGRID OR APPROVED EQUAL, WHERE ADJACENT TO VEHICLE AREAS, 5.6' MIN. WIDTH 0 24" VERT., 1. ROCK SWILL BE SOUND AND HAVE A MINIMUM DENSITY OF PLACE ROCKERY AND FILL AT SAME TIME. 160 POUNDS PER CUBIC FOOT. ROCKS WEIGHING LESS THAN 100 POUNDS SHALL NOT BE USED. TOP OF WALL (T.O.W. GRADING PER PLAN 2• THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PER - PER PLAN PENDICULAD TO THE WALL EACH ROCK SHALL BEAR ON TWO FREE -DRAINING BACKFILL ROCKS IN THE TIER BELOW. (2 MAX. SIZE, 40% TO 60% GRAVEL -- MAX. 5% FINES); MIN. 12" 3. HEIGHT BOTTOM SIZES TOP SIZES �`- ` CHOKE COARSE OF 4" -6" 4' MAX. 3-MAN ROCK 2-MAN ROCK cn 6 ` QUARRY SPALS ADJACENT TO ROCKERY (700#-2000#) (200#-700#) M STABLE CUT FACE IN 8' MAX. 3,4-MAN ROCK 2,3-MAN ROCK NATIVE/FILL MATERIAL (SEE NOTE 6) (1300_4000) (200#-1300) MIN. 6" DIA. SLOTTED PIPE; " z i MIN. 0.5% CONTINUOUS SLOPE 4. ROCKERIES 6' AND OVER IN HEIGHT REQUIRE ENGINEERING �+. TO OUTLET; SURROUND NTH �y " " MONITORING BY SPECIAL INSPECTOR (UBC 306b), 1 MINUS ROCK, 6 MIN. COVER OVER WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND PIPE; 2" MIN. ROCK UNDER PIPE EVALUATION OF SUBGRADE, PLACEMENT OF BASE COURSE AND DRAINAGE, AND FINISHED ROCKERY. 8" 5. GUARDRAIL/FENCE (IF ANY) PER PLANS 3'-0" 5'- 6. ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING WALLS. MATERIAL MUST BE STABLE AND FREE-STANDING N. IN CUT/FILL. FACE. 7. COMPACT BACKFlLL AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY (ASTM D1557-70, METHOD C OR D). n ROCKERY 1 1 /2" DIA. STEEL PIPE GUARDRAIL WHERE "H" EXCEEDS 30" PER UBC SECT. 1006.9 (PAINT ALL METAL PARTS) 3/4" CHAMFER PAVING PER PLAN GRANULAR BACKFILL ® 12" (I�I COMPACT TO 95 HOR� 2-0' 2'-0" 6" #4 0 16" #4 0 16- 4?-On 3'-0" 6" #4 0 16" #4 0 16- 6 ?-on 4'-6" 6" #4 0 16" #4 0 16" 8'-0" ' 4'-6" 8" 1 #4 0 16" 1 #4 0 IC 1 1/2" -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI "A" BARS -REINFORCING SHALL BE PER ASTM A-615, PAVING PER GRADE 60 PLAN 4" PERF. PIPE W/ 12"- 3/4" WASHED ROCK, TIGHTLINE TO CB OR SWALE "B" BARS � #4 0 12" CONT. 12" "T" IW" n RETAINING WALL BOTTOM OF - STEEP SLOPE 3" CRUSHED ROCI 6" M'.:4i 6' M11� 2'-O" 6" PERF PVC SDR35, SEE PLAN FOR SLOPE & INVERT ELEVATIONS, PROVIDE CLEANOUTS 0 100' O.C. s DETAIL C5 W=1'-0" 66 NOTE SOIL UNDER FOOTINGS SHALL HAVE MIN. BEARING CAPACITY 64 OF 2000 PSF. NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE FOUND. 62 60 10' MIN. 5' 58 NEW CONC. WALL 56 64.4 64.5 64.55 _2%— VARIES L EXG GRADE 4H:1 V MAX / Y4" 0 WASHED GRAVEL TIGHTLINE PIPE FOR DOWNSPOUTS MIRAFI: 140N FILTER FABRIC PER PLAN, LOCATE AT SIDES AND BOTTOM ABOVE 1:1 LINE OF TRENCH FROM BOT. OF FTG, S:\99\99072\C5-072.dwg I Drofter Name: M. CORDICE I Plot Date: APR 03 2001 14:22:52 1 Lost Modified Date: APR 03 2001 14:06:48 I Submittal: REVISION 5 PF r 0J �or°1 66 64 62 60 58 56 54 6 ...... ... . ... ..... .... . . . ... ......... ......... ......... ......... C5 2. .. ......... ......... ......... ....... ......... ......... NEW LD . . . . . . . . . . . . . . . . . . . . . .. . . . . . . DGE ........ FF=64..5 ... ......... ......... ......... — . -- \: :: ......... .... EW GRADE: ........ ......... ......... . . XG. GRADE PERF. PIPE, . ::::: I::::::: ... ..... I :::::: ::: :::::::: ::::::: I::::::: DO OUT ......... ... ........ BLDG. WALL FT OR :PIPE:: .. . EDGE ...... ......... ......... ......... ......... ......... ......... .ROAD ::::::: :::::: �::::::: �: 9W ......... ......... ......... ..... ......... ......... ......... ......... ......... .I...... .... ::SLOPE ......... ......... ....... ........ .......... STORM BIOSWALE : :.... . ....... 8" . . ......... ......... ......... ......... ZI T�_ ::: :: l V ......... ......... ......... ......... ......... ......... ......... ......... .. ...... ......... ......... ......... ......... ...._ ... . EXG 21 ". . ...... ......... ......... .......... ......... ......... ......... ......... ......... ......... STORM ... OCKERY 0+00 1 +00 2+00 54 i �....... II ......I...... 0+00 3 SECTION C5 1 "=20' H 1"=2'V _1+00 4 SECTION C5 1"=20' H 1"=2'V 68 66 64 62 60 56� i.........i . ..... I... I _..I 0+00 1 +00 14th ST NW O Q a D 0o p d Q U W N Z o (� z Z >. W .21 to F w00 on GO N 3 W) Z Q Z Z � Q m N I— Z c ~ M M J O o `n 0 Ln Q W d 86 V Z C) F_ V / W 2 V) Ft E `� w w 8 W U (44 © SECTION ® V A5F (ZTODkA 2 UTILITY CONFLICT NOTE: RECORD DRAWL 1TION PROJECT REF: FACOO-0007 BLDOO-0044 DATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 10/ 15/99 DIMENSION, AND DEPTH OF ALL EXISTING UTILWS, WHETHER SHOWN ON THESE DIWIHGS CONFUN TO THE THESE PLANS ARE "APPROVED" FOR G o 913/0, THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONTfVCT S CONSWAX101 RECORQS. CONFORMANCE WITH THE CITYAUBURN DRAWN S.S./A.M. THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OF THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 ENGN»ERING DIVISION'S REQUIREMENTS CHECKED AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS L.K. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER' ��' " Approved Y roved B �'` OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS \ JOB NO. 99072 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE TTR E SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Date Approved SHEET NO. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I I C5_ Q O6 o6 0610 "o Iq n ROCKERY 1 1 /2" DIA. STEEL PIPE GUARDRAIL WHERE "H" EXCEEDS 30" PER UBC SECT. 1006.9 (PAINT ALL METAL PARTS) 3/4" CHAMFER PAVING PER PLAN GRANULAR BACKFILL ® 12" (I�I COMPACT TO 95 HOR� 2-0' 2'-0" 6" #4 0 16" #4 0 16- 4?-On 3'-0" 6" #4 0 16" #4 0 16- 6 ?-on 4'-6" 6" #4 0 16" #4 0 16" 8'-0" ' 4'-6" 8" 1 #4 0 16" 1 #4 0 IC 1 1/2" -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI "A" BARS -REINFORCING SHALL BE PER ASTM A-615, PAVING PER GRADE 60 PLAN 4" PERF. PIPE W/ 12"- 3/4" WASHED ROCK, TIGHTLINE TO CB OR SWALE "B" BARS � #4 0 12" CONT. 12" "T" IW" n RETAINING WALL BOTTOM OF - STEEP SLOPE 3" CRUSHED ROCI 6" M'.:4i 6' M11� 2'-O" 6" PERF PVC SDR35, SEE PLAN FOR SLOPE & INVERT ELEVATIONS, PROVIDE CLEANOUTS 0 100' O.C. s DETAIL C5 W=1'-0" 66 NOTE SOIL UNDER FOOTINGS SHALL HAVE MIN. BEARING CAPACITY 64 OF 2000 PSF. NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE FOUND. 62 60 10' MIN. 5' 58 NEW CONC. WALL 56 64.4 64.5 64.55 _2%— VARIES L EXG GRADE 4H:1 V MAX / Y4" 0 WASHED GRAVEL TIGHTLINE PIPE FOR DOWNSPOUTS MIRAFI: 140N FILTER FABRIC PER PLAN, LOCATE AT SIDES AND BOTTOM ABOVE 1:1 LINE OF TRENCH FROM BOT. OF FTG, S:\99\99072\C5-072.dwg I Drofter Name: M. CORDICE I Plot Date: APR 03 2001 14:22:52 1 Lost Modified Date: APR 03 2001 14:06:48 I Submittal: REVISION 5 PF r 0J �or°1 66 64 62 60 58 56 54 6 ...... ... . ... ..... .... . . . ... ......... ......... ......... ......... C5 2. .. ......... ......... ......... ....... ......... ......... NEW LD . . . . . . . . . . . . . . . . . . . . . .. . . . . . . DGE ........ FF=64..5 ... ......... ......... ......... — . -- \: :: ......... .... EW GRADE: ........ ......... ......... . . XG. GRADE PERF. PIPE, . ::::: I::::::: ... ..... I :::::: ::: :::::::: ::::::: I::::::: DO OUT ......... ... ........ BLDG. WALL FT OR :PIPE:: .. . EDGE ...... ......... ......... ......... ......... ......... ......... .ROAD ::::::: :::::: �::::::: �: 9W ......... ......... ......... ..... ......... ......... ......... ......... ......... .I...... .... ::SLOPE ......... ......... ....... ........ .......... STORM BIOSWALE : :.... . ....... 8" . . ......... ......... ......... ......... ZI T�_ ::: :: l V ......... ......... ......... ......... ......... ......... ......... ......... .. ...... ......... ......... ......... ......... ...._ ... . EXG 21 ". . ...... ......... ......... .......... ......... ......... ......... ......... ......... ......... STORM ... OCKERY 0+00 1 +00 2+00 54 i �....... II ......I...... 0+00 3 SECTION C5 1 "=20' H 1"=2'V _1+00 4 SECTION C5 1"=20' H 1"=2'V 68 66 64 62 60 56� i.........i . ..... I... I _..I 0+00 1 +00 14th ST NW O Q a D 0o p d Q U W N Z o (� z Z >. W .21 to F w00 on GO N 3 W) Z Q Z Z � Q m N I— Z c ~ M M J O o `n 0 Ln Q W d 86 V Z C) F_ V / W 2 V) Ft E `� w w 8 W U (44 © SECTION ® V A5F (ZTODkA 2 UTILITY CONFLICT NOTE: RECORD DRAWL 1TION PROJECT REF: FACOO-0007 BLDOO-0044 DATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 10/ 15/99 DIMENSION, AND DEPTH OF ALL EXISTING UTILWS, WHETHER SHOWN ON THESE DIWIHGS CONFUN TO THE THESE PLANS ARE "APPROVED" FOR G o 913/0, THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONTfVCT S CONSWAX101 RECORQS. CONFORMANCE WITH THE CITYAUBURN DRAWN S.S./A.M. THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OF THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 ENGN»ERING DIVISION'S REQUIREMENTS CHECKED AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS L.K. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER' ��' " Approved Y roved B �'` OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS \ JOB NO. 99072 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE TTR E SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Date Approved SHEET NO. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I I C5_ Q O6 o6 0610 "o Iq 1 1/2" -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI "A" BARS -REINFORCING SHALL BE PER ASTM A-615, PAVING PER GRADE 60 PLAN 4" PERF. PIPE W/ 12"- 3/4" WASHED ROCK, TIGHTLINE TO CB OR SWALE "B" BARS � #4 0 12" CONT. 12" "T" IW" n RETAINING WALL BOTTOM OF - STEEP SLOPE 3" CRUSHED ROCI 6" M'.:4i 6' M11� 2'-O" 6" PERF PVC SDR35, SEE PLAN FOR SLOPE & INVERT ELEVATIONS, PROVIDE CLEANOUTS 0 100' O.C. s DETAIL C5 W=1'-0" 66 NOTE SOIL UNDER FOOTINGS SHALL HAVE MIN. BEARING CAPACITY 64 OF 2000 PSF. NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE FOUND. 62 60 10' MIN. 5' 58 NEW CONC. WALL 56 64.4 64.5 64.55 _2%— VARIES L EXG GRADE 4H:1 V MAX / Y4" 0 WASHED GRAVEL TIGHTLINE PIPE FOR DOWNSPOUTS MIRAFI: 140N FILTER FABRIC PER PLAN, LOCATE AT SIDES AND BOTTOM ABOVE 1:1 LINE OF TRENCH FROM BOT. OF FTG, S:\99\99072\C5-072.dwg I Drofter Name: M. CORDICE I Plot Date: APR 03 2001 14:22:52 1 Lost Modified Date: APR 03 2001 14:06:48 I Submittal: REVISION 5 PF r 0J �or°1 66 64 62 60 58 56 54 6 ...... ... . ... ..... .... . . . ... ......... ......... ......... ......... C5 2. .. ......... ......... ......... ....... ......... ......... NEW LD . . . . . . . . . . . . . . . . . . . . . .. . . . . . . DGE ........ FF=64..5 ... ......... ......... ......... — . -- \: :: ......... .... EW GRADE: ........ ......... ......... . . XG. GRADE PERF. PIPE, . ::::: I::::::: ... ..... I :::::: ::: :::::::: ::::::: I::::::: DO OUT ......... ... ........ BLDG. WALL FT OR :PIPE:: .. . EDGE ...... ......... ......... ......... ......... ......... ......... .ROAD ::::::: :::::: �::::::: �: 9W ......... ......... ......... ..... ......... ......... ......... ......... ......... .I...... .... ::SLOPE ......... ......... ....... ........ .......... STORM BIOSWALE : :.... . ....... 8" . . ......... ......... ......... ......... ZI T�_ ::: :: l V ......... ......... ......... ......... ......... ......... ......... ......... .. ...... ......... ......... ......... ......... ...._ ... . EXG 21 ". . ...... ......... ......... .......... ......... ......... ......... ......... ......... ......... STORM ... OCKERY 0+00 1 +00 2+00 54 i �....... II ......I...... 0+00 3 SECTION C5 1 "=20' H 1"=2'V _1+00 4 SECTION C5 1"=20' H 1"=2'V 68 66 64 62 60 56� i.........i . ..... I... I _..I 0+00 1 +00 14th ST NW O Q a D 0o p d Q U W N Z o (� z Z >. W .21 to F w00 on GO N 3 W) Z Q Z Z � Q m N I— Z c ~ M M J O o `n 0 Ln Q W d 86 V Z C) F_ V / W 2 V) Ft E `� w w 8 W U (44 © SECTION ® V A5F (ZTODkA 2 UTILITY CONFLICT NOTE: RECORD DRAWL 1TION PROJECT REF: FACOO-0007 BLDOO-0044 DATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 10/ 15/99 DIMENSION, AND DEPTH OF ALL EXISTING UTILWS, WHETHER SHOWN ON THESE DIWIHGS CONFUN TO THE THESE PLANS ARE "APPROVED" FOR G o 913/0, THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONTfVCT S CONSWAX101 RECORQS. CONFORMANCE WITH THE CITYAUBURN DRAWN S.S./A.M. THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OF THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 ENGN»ERING DIVISION'S REQUIREMENTS CHECKED AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS L.K. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER' ��' " Approved Y roved B �'` OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS \ JOB NO. 99072 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE TTR E SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Date Approved SHEET NO. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I I C5_ Q O6 o6 0610 "o Iq 0+00 1 +00 2+00 54 i �....... II ......I...... 0+00 3 SECTION C5 1 "=20' H 1"=2'V _1+00 4 SECTION C5 1"=20' H 1"=2'V 68 66 64 62 60 56� i.........i . ..... I... I _..I 0+00 1 +00 14th ST NW O Q a D 0o p d Q U W N Z o (� z Z >. W .21 to F w00 on GO N 3 W) Z Q Z Z � Q m N I— Z c ~ M M J O o `n 0 Ln Q W d 86 V Z C) F_ V / W 2 V) Ft E `� w w 8 W U (44 © SECTION ® V A5F (ZTODkA 2 UTILITY CONFLICT NOTE: RECORD DRAWL 1TION PROJECT REF: FACOO-0007 BLDOO-0044 DATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 10/ 15/99 DIMENSION, AND DEPTH OF ALL EXISTING UTILWS, WHETHER SHOWN ON THESE DIWIHGS CONFUN TO THE THESE PLANS ARE "APPROVED" FOR G o 913/0, THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONTfVCT S CONSWAX101 RECORQS. CONFORMANCE WITH THE CITYAUBURN DRAWN S.S./A.M. THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OF THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 ENGN»ERING DIVISION'S REQUIREMENTS CHECKED AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS L.K. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER' ��' " Approved Y roved B �'` OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS \ JOB NO. 99072 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE TTR E SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Date Approved SHEET NO. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I I C5_ Q O6 o6 0610 "o Iq Ln Q W d 86 V Z C) F_ V / W 2 V) Ft E `� w w 8 W U (44 © SECTION ® V A5F (ZTODkA 2 UTILITY CONFLICT NOTE: RECORD DRAWL 1TION PROJECT REF: FACOO-0007 BLDOO-0044 DATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 10/ 15/99 DIMENSION, AND DEPTH OF ALL EXISTING UTILWS, WHETHER SHOWN ON THESE DIWIHGS CONFUN TO THE THESE PLANS ARE "APPROVED" FOR G o 913/0, THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONTfVCT S CONSWAX101 RECORQS. CONFORMANCE WITH THE CITYAUBURN DRAWN S.S./A.M. THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OF THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 ENGN»ERING DIVISION'S REQUIREMENTS CHECKED AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS L.K. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER' ��' " Approved Y roved B �'` OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS \ JOB NO. 99072 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE TTR E SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Date Approved SHEET NO. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I I C5_ Q O6 o6 0610 "o Iq (44 © SECTION ® V A5F (ZTODkA 2 UTILITY CONFLICT NOTE: RECORD DRAWL 1TION PROJECT REF: FACOO-0007 BLDOO-0044 DATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 10/ 15/99 DIMENSION, AND DEPTH OF ALL EXISTING UTILWS, WHETHER SHOWN ON THESE DIWIHGS CONFUN TO THE THESE PLANS ARE "APPROVED" FOR G o 913/0, THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CONTfVCT S CONSWAX101 RECORQS. CONFORMANCE WITH THE CITYAUBURN DRAWN S.S./A.M. THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OF THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 ENGN»ERING DIVISION'S REQUIREMENTS CHECKED AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS L.K. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER' ��' " Approved Y roved B �'` OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS \ JOB NO. 99072 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE TTR E SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Date Approved SHEET NO. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I I C5_ Q O6 o6 0610 "o Iq Q O6 o6 0610 "o Iq I I I m I 141 o�l-o GIs z 45, -1 ` ,IM 1. ry� \ \ I \<L\ \\ EX D/W EX D/W = \ i 14th STREET NW N 19'5i22' W /. NEW 7.5' ^ W ------------i-�--wa- - - IDE WALK - -- w W �, -E� -- w ----� -- w ------ - - - - - W - - - - - - w ------ w -- �,, 7' UTILITIES \ E- DTL S TYPE 3 I E 12 „ w— EASEMENT LS, TYP EX. ROLLED] CONC. CURB PER PLAT + i I�t C - -- -- - �� 0 Q o U or P-" z �� J 00 U i �•�+ Cn N 8- ..lL....P� Z W v El—m C' J P LO c Q Z o U N c_, X PINE-MAPI.-L Icy VERIFY WATER METER PINE CD �1 5574'56" 0 ' r ' �� 19.01 - \ _ 175.00' < R - 130.00 � x EV L - 125.73' /00H/e BIOSWALE 150' HoRIJ DEAM CO,,,s I 4' ASPHALT / PAVING & CURB, P, DTL 1/C M PLL I FF-64.55 EXISTING LOT LINE TO BE REMOVED X A-� "lZ BOTTOM Of I �, / STEEP SLOPE aol LOT 13 � g PLP.!-1-F L.I T m I I _ S — I X P. GTo G7 A P 4-1 y L. U S U vA - U 2 s I _ I SPAcIh4at car "5'o.c._ S c A,I_., • 14 ME- ^.A 1-A '**-A,L' `j U N FZ�, L.. ,Z.E. � AUT U /A 1,.1 � i_./�. ZF P�c� �tip►p>.. � i�� c sx-, - - - -- ;a..Q, P I IV U s P..7 ET U Lr U 5 'I " /s. �.�'i (� 1 ATp.� c ©l.. U /�, tit A. fZ 1 U '�-.A /,k �, /� c,a GI IW g i' t 1•� U S I (ZA /N U S `T' 12, t a. W P 1 M F- C-j col Z -----_--- -_g� - �.�,oc�>a���r0� .��,r � ��a.r�►� �� �>tafa-rA�..���. �L>� �.�3'' � `C 242 v1t o21'4U/N rJa.`t t tbIt I -- -- -- -- -- 41594' --NR9'52'1Fi'�E-- -- -- -- -- -- LANDSCAPE PLAN edobmir, 1 = 20 NORTH R.E.I. FILE:/ L1-072.dwg 10/18/99 14:17 of 94.5' 48' 63' R 15' Ln I; LOT 12 i -- -- 175.0' - - - - - N 89''16"E - - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION POR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITL SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. C% TO RESOLVE ALL PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. om RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. /NZ,l I '' DATE: - - � - --0 1% BY CRY: DATE: Ho1ZNBeAri [OH/C OD TEL RISER EV I � m N C�l N Z O U) .c CL t PROJECT REF: _. PA G00 -coo % 6L Pcl0 - Oo4 + DATE 1 Q / 1 5 99 THIS PLAN SHEET REFLECTS THE CITY OF DRAWN / I AUBURN PLA NINGG� DEPARTMENT WWA E.N. LANDSCAPE REQlUlIREMEN7S CHECKED E.I. - APPrwAd By -�t.Nt %S "am) JOB NO. 99072 Data Approved: C&.15.00 SHEET NO. L 1 00606 0a016qq r., rY. �pu /ofI Wr - .. - - 41 SYSIL01 11�U - 1.ANVS1:AI= . I. LIEUL-RAL . A. aEUERAL . . . 1. Ilia landscaping shall be Installed using Ure mnleilals as shown ai Drawlnlls ut(Vor As rpecifled In Ore SpeciflcaQats. 'Ilse luidscaptng t rill be Instilled Iv rides and confor m to areas mild Iocalloru xS Shown on the Drawings. , 2. 11)e term'()ontrxctor" u used In Oils Specification pfctlon &frail ' ' refer to the Landscape Contractor., ' ; 3. Nor to flnel acceptance or lire t andscapiny, tire Cotitraclot shrill . submit it written "watering schedule' to the Owimr, coordinated Willi the Irrigation Contractor, to ensure ndegvale wsleting of all plan) materials during Ole Ouarurlee VrtW of this Coribact. B. 5EOP110P WORK . i . rumlei all malertsltt,equlpnxnt, labor and related Items tre"my I complete tine work shown on Ore Drawings and/or at speclted in Specifications- The wink Included In tills Sleclllallm (whether I al to I I r u er I In mcnllooed of rot) &flail caulrl of A 1 abo , No tr n I ti , permit and oUer related Items nemmy for U)e InstAllatlon of all ' plant materials other relitted Items nectssary for tiro Irl"Intlo n or all plant malerlals In a first quality workmanlike manner. C. 11.SL'1Y4m . . r I - Related work in olhef aedloru or uiege Speculcatlot'o Includes but Is mA limited to: • A. • litigation Syslent ' D. auAilTY ASU ANCIy - I r Standard Speclflaums A. American Arooclatlon of Nurseryrl,ert's; Arnt:rlcart SJandud rvr Nursefy Stock, ANSI-Z(0.I-1986. i t B. • Arnerican Joint Committee or Fdolicullure Nortienclaime; SWidard PlantnArnea, Latest Cdifton. B. $j'y1 W Ur P �rrr hiA7 J. A_l:� . . 1. The review and ■ppirmal of mill plant maletiah by Ore Owner'& ittpresenitAll . , Architect; ptlor to plairOng; Is nuu)dalory. The Conitaclot his three (3) option, to secure apiuvval of pluit nlalettals,: . .A. Submit plant samples to OmOwr)rt't Reprewibtllvrt ' • at the prvjed site for review during eclmduied ilia Y414. B. Submit coldted lxilo&rwphs (approximately 3'x S') to Uwner'o • •• Reppresentillvs for review. fUlo1lriphs are to be of full suf[iclenl quality to allow review. More than mil photograph per plait species insy be required. . C. • fisve Ole Owner's RepremiiiAtive review planU at life place of ' growth at the Contractor's expense. 2. Owner relherves Ole rlght to reject, through hls/hex agml, any or nil plant nuidrial At Any time until final review and ameptame. Remove ' rejected plmi'ut In'medistely frorn site- -- .. ,. 3. Produce, upm request, sales receipts for All tlurxty stock and . cerlifkates of Inspection from federal, state tied oilier aulhaillei. r. ,S1LiU11rrnLs 1. Plait Maledil Doct mentAliori: ' A. .. Within rouel&-ti (14) a xlerider days anet award of a Contract, Submit written docutnetiWlodt to the Owrier's Rrprexsitaiive Ihnl all Specified plant nulerlals have been ordered. Should live C(xitractor neglect to provide Oils dxuntentsttlott within JIM allocated little, Contractor may forfeit any eubsdtullat ben fi Is . • B. Llit tuppllero names, addresses, slid phone number. C. Utt respecdve growing or sloiage localiotis with addresses. L ' Z. Soil Jests: See Subgndde and Planting Soil Sec0on S, Sod Sample: See Sod Lawn Secllon . 14. liYalering Schedule: See General Section ' U. IIArq IU 0R Q -RsS ANDS 1111 n1Un NS II . Tile Crntiractor shall do m work for extra cvilpe,ltallon WII►rot u . prior writtcn approval of the Owner In Tile fotnl of a Change Older. • .; 1 . 2. The Contrnclor Strait provide all pinnls of the sou, speclM vnrlely quality noted uid specified If unavailable, the CarlrRclor Shall . noflry ilia Owmef 1 RepresentAllve In writep; hotnedinlely and provide . Ill,-- names and lelephone numbers of five (S) nursery suppliers trial lie It be he Im contacted I IF substitution should be permitted, an made only with the prior written approval of the Uivnu's Representative. M it. - LONDiilOC1S 1. AT SCC13 herme proceeding Willi Any work, the Contractor shall Inspect live site, carefully check all grades and verify all dlmenslahs and cotdlllotis . affecting the work 2. Itontraclor Sldall repott to the Owner's Representative all devlaton. and/or . Zonfllcti between swings, Specificatirnu tired life condillons. Extrn work arising frorn fnilure to do so shall be dotle at the Contractur's dxpense. 1. 6iQyINa 'I. ILAUrhtATE1t1AL T'rnnsport carerony. Prevent dnmage: Ile brnncheS is necessary. Uso burlap Mgr to prvled bark from nave chnfing. Do not drng pinnt mnletial without prvper rood and branch protection. I . J. OUA1.11Fi -A11ONS Or INSiALLER . Contractor must be a botided landscape cantor. Contractor must be expctiernced In landscape work of best accepted trade pritcllces,rid . have equipment Said personnel adequate to perform the work spccilied. Contractor niust be farnlliar and comply with Anierican 512ndcmld for Nursery Slock pilblished by Vie Anterican AssocinUon of Nurstrymen, K. VN n ,RQUUU LLULU1rS AND U S, TRUrJIUM . Existing krnuwn ulilitirA five bees' shown on the Archtiecturnl/Engineering and Survrr Drawings and will be [rude avnilnble from i1w Owner it r the or ilia Utility Companies- Tle Contfactor shall Ate raptou Ale or protection of known ulllities. Promptly nolify the Owner's Rcpteselltall ve of any conflict between propoxd work and obstruction (s). failure to follow this pmcedurr places upon tide Contraclor the respomislbility and expense of making Jury and all Mpntrs for tbninge from work there frvn,. 1. In the event that undigclosed rock, lolls cownmhrafed with Imic subst,21ices, hardpan, or underground construction work and/or obitrucUo i are eicounlered In any plum rxcavalion work to be under this contact, alternate locations inay be selected by the Owrxr'o Reptesent ill ve. Where alternate locutions are not Approved, (lie obsu1rc11o11 shell be removed to a depol of not less !hart three (3) feet below lite bvtlon of ball or roots when plant Is pprrvvp►xrrrly set at the required gtade or other solutions to Ilia plaiting prvblert will be revlewrd with the Owner. T1ro Contractor shall be pald ror work required to solve are planting problem, such as, lite removal . of such rock, contaminated soils, hardpan or underground obsuvction encountered at A unit price basis and agreed upon by a Change Order prior to cortimencernenl of work. • L. PR.QLL QrIQH QF lfyQRI,P-it=-1CrY ANU i' - SQNS I . Take lilt necessary prt,etullons to prufccl work In ptvgre", nil . frorn properly, persons, walks, curbs, pavernent and buildings any damage that might be Incurred arising from tills Contract: Do not mix planting Poll directly on pared surfacer Locate all ultxietgprotnd utilities prloi to corilallerxerrre[ht or work. Ti)s CbntfsKior dnrll pay for any damagefit Contractor's expense. ' . I . M. nRWI I&CQU S AND 1tE(U11\11U 4S I • I . Ifit Contractor 11m1► vlilrtln and "y for all i/ecesmy pmrnits and Res ai regttirrd hp Local Authority and prevailing ordinances arid/or co, 1. The Contrar;lrr shall keep fully Inrmritrd and shall cnritply with all exisl1tip Incas code., rldinntrcei ang d reuinilpdts which In any way Affect ilia conduct of ilia work. 14. haimmL.)1l ' . 11I. The subgrnrla Is to be cstabllslied pit little Spcclfkallotm . I. If shall be file Conlrpchr'p ir.,Tmiobllily to verify the existence of s proper subgtade prior to beginning finish gradhfg. .0. FINISH URAIARU I hill I . lire Cattraclot shall lit- ie!(trnulblc far eitAblls i f 11 A flt[Is1 red I grade, 'the dfrghi of plintillsoils will vruy Willi existing dxmdtllons tad ifs shown on lire Drnwings antler as specilledl w101tn I these Slxcificatlons. ' P. or 1 i:SLNiZIlS,_L Y_UIIK . Ilro Cmnitictot sMll nisinlnin runflnuvully o ctntipricmil sigmlmendcm or fotrnlan dutlnli the rrolilteis of Orr work, with the aulhotitr IV act for the Crnilrrclor In All ihAtteri r"tahiing In the vvmk ') he Conh Wrier it, give, personal altdtllrm to Uie fullillrtsenl of the Crribacl And shall keep tiro pork under M111 1. SnbcvnhaclorS shall nvt be rt+:ngnlzed aid ell lrersvnq eiigRArO In the wof k will be rolsldetrd en,pin)er!mi of the Colitrachtr slid their work shall be . subject to the provisions of ilia Contract and Sped 11cutlom. 2. The Conlisclor shall rlriflne oprialloris in lite working aeni allotted by Orr Owner for olmailots, Including rnnterlal and equipment storage. 3. The 17mlirrior shall progrrsslvely clean ilia work site of oebils And . rubbish as the work proceeds. Q. ill ARAM 1 Cis . . (Inarntil!e nvntk of Mils Sl,rcl[lrnfion frrllm for vile ( I) rerlr against pit tel'cu of mairrlili slid r'v, krintmslflp, 'Ilse gustattiet period begins after the anir, or jinni Accrpinitm Rrpince runts uid ptressIlnwn nteas nor In litnnml hrnllhy irrolvilig codldlilotl. Repince with pious "lilt Itenflcal species uid size. Him ne"plimce will be cettllled In willing by the Owner, i. Anpie fit "Imm m dtM IIIIrrllity-flvli (N) pildetrd of nxtie riead or ell, Igured shall be ronild*ted rinod and must he repirced at rat diuge. A [fee $11101 be amildrmed dead when JIM main leader has died back of diets Is I n•efily-five ()S) petcrill of life crown d,%d. Plants short he ctmildned dlsligv,rd when exasilve de,id whorl It" been remvved yr when the symmetry, typical habll of growth, or ecullttured form has been Impalred by the removal of dead wood 3. All plants pre object b» air. (1) teplacrtimil only per Item, slid the Coinrsctor dull svbntii stiff arch irpir"itmit Mimi, a narked plorllvg plan shnwlne{ U,e excel lorml"I fir enrh I►ern replreed al tbot tnve. 11113 OWNER MAY PUQUIRB 111HO,i)iN1 RACIVR -1111111VLAC:13 DRAD . f t.,1N15 PRIUit10111REND yrlIIRUUARArIiLIRPERIOD A 1 NO ADDI I ZONAL COS 1'. T till ipplles only alley lljial actxpiance. i. Ctritrtictor hilt Ill? IIRIll to nIIR nrvn it tr mprsty fix frilmllrn rind curnfive trrntrneitl of Aar rnntemhls neetiln such which are still mxidcr Wnrrnilly dnrinR lilt ellilte weitmatty rent Owner to to be notified In advance of my cotfrrllvs a rtnative i,mitim't nitrasurei to N to anRnge rot ednvenlent access to live area. I , i. Ilse strove lintronitet shr)I tin Rppllcnhfr to oily fi owing mndltlmi through wh[rh plant' of like kind could be er{ecled iv stirvlve and oily derettidly or rnu+e, of rkath whlcll mold In ntfribuled In, at pfrexlyd by, the physiolvplril condillomt of the pirvit shall be dcrnrrdl rerl,weibir mor; however, tills "vuld not ripply to plant Ivvi" title to AlINURMAL W EA I I lt:lt. mridillms such s., Moat% excroslve wind damage, 010v9111, Prvere freezing or obnotmif rains, as determined by live Nallonal Waallrer Service. 6. Replacements nladlt be, ter Coffhtrclor 411111 be completed during the ptrivdi Sri oul a lflanllnR pterlods Arid shs11 be suble,cl to the tame colditioru And shall b- [nark In the mate manner ig tprclfhed for IIro I original planting, and Strait be done at no extra cost to lite Ow"vr.. f. Repltfrr_ all Uee+, slnnbs, groimdcvvrn and trod urmU when pirntq ire im longer In a tntislactvfy g[nwlnn cond1don m determined by Ur- O-vtier representallv*. fin the durillrm of Ilse Rutirontre period. . Make replacemrnts within seven (1) days of ttoml"ouit from lite . Owner's mrprewrrtallve, Iteinnve eend plank within two (1) days of notification and mark planting plan shuwing lite exact locallon of tepinced plants. 4• 11h1,1"3stx uulitr.11imejhaull S.rniumittrclll.kattumll,,iIbl.c,dULUu I 1fl'<.U1t:ti;ltUMt'tr.ISII, for nenmal landuape mainlenancr of Ili,: project. Mninlennnce of the Inndicr((,r shall Include, bill nil be Ilmlled to, watering, mowhig, weeding, nionllnrinR vied tre,ling any disease at4pr (test prublenls, cultivating and,Arfv v,het itipinlentince "Wirittenls ..� (Mlianttard tinrle pry-licrsj to keep Jive plant nislerivils In A mrnial healthy growing condl(lon. 11. MOVAM A. t.&LS_UHSLS.UTl MAVR_S_L LL . . ')lie Crnlboctor s11211 he rnprnnglbie f7r oil troll Adellives required for live nrforrna,x:e of Vill Contract and ror detrrmhling ilia qunntity of addilives tequlied to fulllll Contract obllgtthtr,s, . . I 2. Sell felts of ,lie mE pjtindl roll shall be ,nede by Vle 00"tf"10t to delettltinr htl'C11ANICALANAI.YSIS rr I1.SL1A ticle Site slid (hgarile Matter TbQ And I Rl ILI fY ANALYSIS to tMlerrnine Pillnesluml, nitrogen, pvfxsslum, and IllitrPlintliq level$, 1710109 S11ts/cvtldttcllvlty . . and pit). Ctrio.rltx Sind redid a n'hiirllmn of Offer 0)) representative . ianlpin of suhgtade roll 17 all sptproved Poll ttsthig InJxxaltry (stale IlltvrAlrny or recegnlzed commetciRl laboralrny).''i in cost tor testhig . nndst be born by the Contrrrtot. T he Cw'tteclor &hall be.prld fof Ure Boll addillvea pl a unit puce broils and spired upixl by it (31itrge Vtdfcr pprldx In connlleiicenletll of work. 'l IS t' RP.SVt:1S ANU LAIIORA'IURY Itr-CVMMr- IUA l TUNS r-UR URNAM Eli i AL PLAN F UROW1I I must be qubn,htrd tv tit., Owner'll Reptriertiallve fur n(anovd ppvtiltx to 1u ,in put ail rig soil additives Into the sub grade and placing platting soil. B. rLAMINUSUIL 1, lilt, CtinitrOnr shall fir w1palsible fur tile tupplr of ill nnlurAl full end gohl addillvn rrilulrrd 'or Vie irrfornusime o frill CvmUscl pnd fur determining Vie volume of sr.il rind additives requlred to fulfill Coniracl obllg.lthms. Sail +hall tie fly. or weedy pests, toxic s0ill-u,cei And olhet undeilmble material turmful Io vinanental plant growth. . 2. All ,letntl„ +ell, Iitcludh'R 'lug ell Soil Sources" rmdletlal, rot on- giar�r, rind all other rriullyd pia111 11Irctthsit',1hs11 lie a Iwo -war Inln planl,,pr soil corlslstlrg of Iwo-Ifthd�(7/3) nahnal gall and vine-1111rd (101 vtgadc millet by vvlunlvi illmrvlthly mixed toll((r. Iter. Tim -wry min soil shelf hove it pal ramie of 3.0 to 6.5, wllh rblon'llic htiteslone. added as . neceaary to attain Ills rpnge. Conita:tcr Shill Send a rnlnhmum of rare (O rtpreseitaUve Rrunple of MIXED $0114 to In Rptrtoved sill t"fIllA laNnntrw (•lave rt ronimrrlol labtxalvfy) IV deletmine MUCiIANICAL ANALYSIS (per USDA ntrgnesluin, nibogeti, pvtrsllum aid pJlWphrtns levels, soluble 101s)'conducllvlty end VII). 1 he tesults shall be raitim4ted to O,e Uwnrt's Rr trrldil.116r (WI 111.1 usr RESLIIAS AN1) LA►ii)RAIORY RPCOMMFJ,JDAIIONS i'UR ORNAMEhi (AL ITAN I URUWi Ill fur ahprvval pilot In mire ran die rtojxt site. the ConUsclor shall be responsible for whatever soil additives may be regUlted, ai rer•m'rmentled by file testing Iabtxs(oly. life cost for telling must be bone by life ConUaclor. A. Soil shall meet file rollowing n►echanlcal analysis. Site Sieve Percent Passing lit AsIm t1 I i IVU ' flu.IU AS11`1L3II • 83-IOU No.211) ASIMB-11 21-43 , U IU -- C. u al . I . Mulch shall be:13,,n K DUST ^mill -Mulch" or aplridvecf equal. D. PI-1�U -1�g I . Shill be cnmpleie r itinnnrlol bf and Mfllirdr with chemical Analysts shown oil unopened container whin dellvered. i. ('onnnaclsl irettilltet 'A' fix tim4, fiitubs and ground cover during . . planling: AURU `i ism9planler', or equal. . 11- Cornmerclef 1'etdlltrr'0,' ror latrn Sod rid noslnn control ' pltnlllll arm drain/ rlfuhdng shrill he granular fetillim contalnlnif lite following pe"Itages by weight: lun tlltrvgrrl (N) 2Un 11ioipletruo (f) 21.1fL Potash (K) retmizer'B" Is a minlm,im t*qulre►neeht, cddlllmial fafilbet may be rrqulled per Ule planillia sill tell of (Ilendhe,) Above.11flr (1U) 1puetcent of live nllrcAerr shall he ileilved Irvin Wt►oRirm "Blue. Chip.' I'w,ih shall be derived front sullale rat powiff. retimm Strait tie Standard fire flowing. rrtllllser ilrrll be Mknged In new, waterproof, wort-evetlald bags clearly labeled as to weight, manufacturer and content. R. ! . Sall rrddldveg PW mtrer•11011 of pl I gild brill element &I"Icleflclm shall be imctory labeled eotitslrters and ggxvved prior to opprllatlorl. r. "Us . I . Wrim Strait be dvlvrrlltc Ihn"tom ctrilsrhhlnlp pot less "inn efghly- (R3) pletrerllt of train cubanetel. 1,111"I rr. +hall hr Rmund Iv such fineness that one hundred (IUU) percent will pass a No. 29 sieve. U. 1Y1iI . . (:orlitactor tltill make, at C'Miboclor expttngr, whatever Iuisngemenls ale nec"'My Iv ensure ran If( -"role it ply of wmlrx to meet lire needs of this (:rnrbact. Ccnlinctor Shall also furnish vtcr!iary (iose, es(ulliment, ettachrirtnts, arid arcessoriet for Ilse odeq,isle Ittlgnllvn of planted o Pas pt may be required to complete Ott work, wiTcllled. All f:agis for writer limuttr,d during Ott embArt p ilod thrill lie b7tnr by lite t:,ontracloi . unless oOrer urangements ue made with Ole Owner, . It. . AH 11-tills ((.'CANT . Anil-dellecutt Shell its "1V111-Pouf" tx equal, dellveted In tnniufkctuta'e oontsliteto and used In occorduice with muiufaclurefs tmahimendntlms. .I. I A iLl.1 lliKIL1Sl MAI PAlAL4 . Use two (2) - 8' - 24's per it", fasten frees to stake using hose and wits type Iles. J . rLA11j11 . . Tyres, Shrubs and Uivundcover. (See i'lanting flan.) . A. All tdAtits lliall be,, natwty grnwn, or nvrmnl hehlt of I(lowih, girt thy, vl orvvg rind fret of dlperitt, Insect ei(r'gt and hrvne. Plink rhelfnot hr pruned px Ivr to delivery, PlAnii shrll hpve $11 Ieotlety and burls Inuy-t (lividlitif of plan) material and root ball/ . cotlylnet Slrer oludl be In n-oidime will, Ure code or ttuhdstrdt of dre Arfieticsn Ais mleillon of Murgetymen. 14oitem lAhtre sliall corifatfit with Swidptd Mani Hamm, folml "Jim. Nord mi not "."it In Ills Ibiing shall conform to accepted nomenclature In the nursery bide. . 13. No kti than ten `IU) rercetil of each vittlety it" UVm spmlm of fpv,lurt dellvnrA to Vir pm)frl Shall br. or-cutately labeled, W Ivelher or nor labeled, any pintils whirl do not coni'min Io the i'14111 Schedule ond/rx l'Itufllrlg Plat ill11 (re trpinrd Immedialely with rlitits drmfvirnhig. Plain rnitnlal mills shall be durable, legible labels slating the correct planl elan'(( C. Provide 111e nttnthrx of phulli Shawn ran the I)rawlmgi or listed rat tar flail Schedule, whichever Is greater, or to cover at specified spncings. - V. Collmled plant maleilel nisy be used ONLY when gtlneved by the Uwner's Representative. E. pleats sue requlred to be flvm Mack Rrclirnrled tv Ptrjv'.Ct Slit tnvltonmeiitnl cotididmi, having been consistently cultivated and grown under Ouse conditlons. K. S DJ WN 1. Uefietid .. A. Sod 111111 be Snpmlled by 'J.B. Sod', '13meiaid 'l utrgrai, raring' or approved equal. . e. • Sor( Shift 6r ptemliJin quality, frrte or oil welds, p r9lt, dlatasc, POA ANNIIA livid ollm ingkslfable iwerlt 1. It stall rM ire, Ids thAn twelve 117) ntwrths vid not niorr Vint, Iwegty-rmir 124) months aid, iftowil lit lrimlgsted Poll, healthy, and leave a dense, vigorous well - developed rod otructure. . C. I lim Contrarily Streit subntll a thirty (30) squtire birch sample of god . ror approval by the Owner. D. All Rnd Mlrtred to Ilse onlect drill be tgtwi IV or exmd Cite qurllly rxhlbllrA In life 1txf sample. It sbnll not be cut from Iil,e held note Than one (1) day pilot to delivery to the project She. III. PMVA (Zd ' A. • S 11WJ1AL L All e mi d,dl be Io Rath rArir berotr rontnitn,r•rni"tt of planling. All tvcag , Shalt title* for planth,g Solt And mulch Idled Iv Indlyldull planting atru as opecifled htyeln. All grades Strap( (lnw i"imil,ly Into one sitWirr and produce poslllve deheifpe, Ilia armacirrr IS re!ponslble fro any adverse dialnol�le conditru hthat nisy, reffrcl plait growth unlesg Ote Crmirprtrt conlrrls Its . Ownrt'i Reprew move Imntedlalely; Indlcalbtg any possible problem. •1't'r'� Verify all grades bertxe comitmicentenm l of plriing. 11 • tU_U1iWG i r. 11' ,:., ,. 1: Vellfy accepltrtce or strbEtstle "iffilinns as Iv leper prrsd-i, And compaction. Infrofii other t)odei of the trquirrmenls, at the prom Ihnhe, Io prevent delay in revlsloni. Be Informed of live reyidrententi of olher trades and check over wet for conflicts Willi tiro work of other trades. 2. Calhf'rtty shall revlew and Identify plpndnR steal tiirlt have tit" exce"lvely compaclrxd by c vnstn)cilea equlpinetiL Rnlnvale ye, Santry crmrtr:ted Pub}p((tilde gosh to a minlnnurn depth of six (6) Inches pilot to placement of planhig gull. J. Pernove, di -bits end tacks ever me (1) Inch In site, estribllih proper grtdfes and lightly compact 1. Platillif of ptotalnR soil shall constitute acceptance of subgrada conditions by Contractor. C. IiIUN . . All $Iraq to rec-lye; tree, shrub, Imundtx+vet, Ifs", rod, ttoslon cont(i,l and Strait fre neared of ell debils before r neadhig dgld Inches (8-) of topsoil In planling atm and six Inches (6-) (n lawn areal. 1. rinish Uroding A. Flnlfth ))rode I+ defined a-p lite hip surface of planling ioll prior 10 Ilia . Installell6n of tnulch slid lawn Pod. „ • v . B. 11n101 gndirig Sluil rnllIll of plRdriq, ridlilg sod td sd1, Ptrsvlding for surface dralitartii, cutting ell nrcess;oj daltwfie ewplee and ern ally cvnl'txmiri[I to finish 11Adel shown on the Drawings mild u directed by llte Owner o Representallve- : . C. ('Mll*ct P"114 Rig*. to r!Rt1h -five 185) M. rent of tntdrnnm dry dnntly so d-trnnhtkd by AS 1M: V I�31 un ess odlferwise defined In MR711- WORK Section. ' D. Alien tetilhig "tilsh ender In Inwn Mel tieaP shall be one (1) itch below D. k LAKIIdU ANU LAYUU C : i. Slekiq and (krbul lefiemi to lorttlill find ve,lf)Ing 911 11nntliliff (vicetioris. Mike rr1vbed held ttllustments as directed wldrclut Iddltivnai rill II Via Vw,fer, firi work Shelf rntnmence tm Installatlan of materials until staking and layout Is verified by die Owner's Representative. . 1. Ctxrlraelvr tlifill soilly Vwirel's Rr'pleiefllttlre In wilting Inlnrrdlnlrly of any varlArne betwertt plans arid actual ilia coVdltImis Arid swell Instructions before proceeding. R. SHRUB AND 1111(11111) lY121INS1A 1,ILtr I. Sri ell bees, shrubs and groundcover occotding to spacing on Planting PIan1. f. , dig tt,Ili fit (ins, shrubs told turd gtotindcover as Indicated on Drawings, co+ulstent Willi good horticultural practim Pachllll "Atelifil lbt ppliltl111 fpiI It b7 be Intl Ulltdt (111) pleilting Ivll N tpt�Ifled will me•lhltd I It.` "Udall "it thoroughly mixed IrArther. I( Ure Crnttymnit eflcovnlcfI any unusual cvridlllvn whlcll marr be d-t- to JIM frees t, tyre (atlltlarla( Ilmll artily Ure Unmet S . rlrrtenttl rIP11011 Rcrreselitative Immedlately, Untulteble nip" fail, If ertcvu111eted,111141 Iva removed h7in AIM pile ►rd plan11114 evil 011011trd it) replace Ore utnvlhible msleilol ar fp'rbR Wtv k In m,xdvr-r WIU' Ulf,Srvclllcatlu'L lJnndlnble tnsletir+l innxival will be paid for as a Changn a e Orden lit with die Speclllatlorimi ' ' a. Stash ronibolli vrhl'cli bare dJled b*.ibte plaiilliil, hlrne blrkrih fTpU taro- . Itilf (1/2) Inert of ittrne In eltitrtm tterrllr. I'Irnt M Ilene pltultnliviti mills lit roll In whlrli dug rild Abrrt vy"Oter are arellobie prld gnhts tx of �dot If tenlAlnrr . i lidlOons are cotisltintt with good I'atticvhtnnl paacllce. track . bilks Ir he rtmlhvund, ola.ih torts ve'Ucrlly with p ylinlp.�nlfb olrr[R outside of boll In tftire pinmi nitnirnvifl befvttplruitllir: Al,ply fetlillfer "A" pny nlenllfectiltet's ttrvftimnidatlthl to fill Bert, tllnubs rind gtruntltsvfx. (told ' p laits In nntet al lisle ilhln7xlilto(q Ina (l) Iticbr_t oil oyo rivttrtl Aturf Inn potlllar and barkflll In within fix (611PTIMS of linlsh bide. fill hvle with water turd ait, sidle can tlele btrkllll fluid temp I�rfitly. i110111 guide at d,Al[tn(le flora plants, filirt plwlllnn alit teUlliig, ►tipil allied pvslllve oway crown at no greater Vint; vite-quartet (1/4) Inch per fail, unless odierwille Specified. a. .1 folks ALL, itEt1 Rod IWte Ill) pthldtfl wlllcJh roe ye, may bercinie Idxttnrtd or lipped ftvrtl Uteir ptvrrt poslllon during Cite [list gvowlti alarm. Stslking must be In a wotkmpet inllke oallort. / 1 J. i cividb oil plRnOlig iI" with tilil(inin Iwo (2) Inch layer et mulch niatelil ovw a prvimily cleaned said graded outhce. . 4. Ai nereaety, A (hllow-up i illlmft AIT11"ltloll Pot All rinitting bedh 1111111 be In accotdame with remmntendallone frorn roll test fertility analysis. r•. k1t2WW AWN d1AtL&71W . 1. Soil hrptrotlon A. Ally rant Iswll totes 01e1 may iMve ll0c•ome co1111"cird ►"Ire io ealdlrig rust bs pmIllrrl in a minirnpnn drl,Ih of six (6) Incites by approved means, then finish graded as heieht before described. 13. ' Artily NIIIIf*t`t'11' iI dal ndnlntum ,,,'an( t"enly (It') pnlnldl per tine Ihoxignd (I'M)) Irlllple fi•rl rf aril M as tegnlred by the rlAndng poll lest 1I1olvaRhly FOR Iwo (21 Indlet deep, hIrfilg rare fill IV ' Iricviporals sol711 Into ploultlripi loll mirr. Allrr lttixhll Is cvmplrM, temovA eny drbrh nr ►irk tr'rrJ vile (I) latch In Sine. Rxkn ks Ante grade Ind full fbr flrtrtnrtt. If +ell Is dry, IT1 .fitly il,tlnkle pilot to rollln . • Urtdiv nfiet mllbig Shall be eppteved by the owner S Repire-mtstive prior to laying of sod. 1 2. Sod Plncerlirni A. Sod Ihtll he hltnrlht onto 11wn it" by vr•lieel►d nr*_ruts will, proper rvlectlnn of end Inds. Sod loyrnt shall be a,tpvetlenced, or If etrrttlerneed. Shall lilt emUtantly iuprrvlsed by on exipmletlr:rd frntlnrit. 9orl layers shrift kited oat plywnrid cr Puma other plolfor gin during IpylnR rir� vY'the nllA t e Coclor Shill tniulr hart the bete IllnIm(lboely a wad of 1od Ifyct Is nholst Sod that) he Inid light will) no 1,1q, Allowu'cn shall be mode fat ohihikage. I-ey sod . with pang edgee peirildlculu to prlrnary plop% B. All Kid A(US 1 Its histrdled within twelve (12) houts alter delivery to "to project site. • C. .loll IkIl bel tolled with a lwo lnji4ed (2U(1) prvild relit$ RRer In,in"PtIm, to eilrtire rtnper conduct betwrell pull livid end. Filed Id Ivlling mutt prvvlde A uillrorm stirfitce., After flail tvlllnpl, the rod shell be mowed and wtletrd. Altptvval of rod litwis shall ' be breed nil untfotrn, healthy and vlgorvnu glowth will' to dry of . ', Idead spots. . U. MR(I113C[1(1N 1. All plulthll hntellrilt 1liali be Inopelly ptutrcled rgnlittt horn flout lxrtnal weRUII rutidillorip Raid file pnh1lc b ills Oknlraclor. Mihilennil" of all the Putted Irrsd Shall Include, but hot b, limited Ir, watering, nintvhtg, wrtrllnII, and )nanhlpt Al yell P1 irplarenlrrll of Sly pinn,a which rf ilmr Io be In dlstir.m . ]'Iris Stake'.! 41101 be kept te•euts of oil lines. Alibopgh pwnling t1[nll vccvr in Optingor pall 0110-11 +vhdl weather condltlont air fhvofablr titrclAl plrnilnR ate prrlallqufr4, dr,fblixllfirI WI111nvonng or way ndS,ing may Irquhtd.shalld To lit, uti �rtsvnat,le plating coidlilnno mivir, wv[k shell he prifonmxl over a adjec"it I planling arm wldfout approved piolecllot and n1equards. 2. flint hints dtM to ANIURMAL YVP-A'illPR candldriix Slid, PR, floral+, ' fmcetslvs wllxd derllaRr, rrvere rt*alrg or shmniml it r*Ina; n d"-fetmhted by tie National Wither Service, will not be the r"I"191blllly of the ConUaclor. it. ' xAt 1p . 1. Airn1 to bt itrl•1 eltnn duliny lit,ptiti f)r tvv►k end untll ormplellrm, Wairr, dlfi rp rtlb'il!h In he kept off of pfl pared rural. Rritxive surplus niphrlalt sad rublilph float pimplhrl I,tdo, rAkr beds orally tv sit even, ilnf, grrrIe timttid All plaillp mild wash clean till paved Arens. Leave project In [list quality condition. 1. C-INALACc1?PrnNcn . 1111a1 "IllfilX* of till ImIdb:1Il111 link (li!tcrihrd In tillp SprclllcitHrt w section tit tilt, excluilir of purl hle trpfacen'niit of plot)( ntllrilalS under lite Uuttantrt, s1,►Il be made by Ore rrfnesentnllve of the Owner to detetmine vrre hondted (Iii )) retctnl completion of the Crnlbact wvrk. 11113 renter Shell he "'Ads tTuil written leaven io die Owttrr's Ree�;vttrrctthilve rat tt_I Ulm («ty-elght (48) hours prior to the Insptectiom, &til elpated date of i. S1IVVl.It ADVI I IViIAt.1'1VAL ACCi11"t 'El h vlr?1V (1) nil Rt?(jIIIRRLI BY'l1111,UWNPR'SR1?1'1111,MNiAIIY13DUP'IU'I1113FA I.1)It1;VVIlie Cr11i i RACIVR 1V IiAYU 'l11131'ROJJrCC LA14I)SCAP11IU iWA11Y FOR NNALACCIIJ'IANCC,'111rlrVN IRACiOR SilALL PAY 10-11lV UWYVPV RV-Pp'SpiIIA11Yd'IiIHSum qir SIXTY UVL1Jllls (fd).Url) PNR Iloutt ANU ACI VAL CVS (' (Jh 11XVIINSiP-'S IVR EACII ADDI I ZONAL FINAL ACCIU'llANCH ABVIBW. • 3. M&W i Ii Ann - . MtJnu,h Irndfcrlrb work I'IIP?1111h1ttV (1dhi.IliV.11V1Piltilctlbl111T1?tlllUiWJn i'11111i1.11111Q1t(smilitudlt?(WIijb1g7vfrlllt,illtJ ,y-eel)-f.ItPIAUlrrllli7 (t d, Include: Wlletlnr, wa•tling, mvvll11r, mild trinnnh,R lawil, Ill utllnit bees ntid all ., elirubti, p"4v3r:tIm limn Intros and dirm", I'm IIll Yin �i orld 1lflicr eMe ptictrti pe tam -led Io eihpntri nmitnlp{ t,ud irealVi nid,grvwlll of larld- rtpinl. the cmitrarlor shillm levvt rll gtn!1 ctppll,Be, It*uv" and debd$ 110111 "le pirmlrcg, end nifIntaln Ufa ilit, Ill A Ittilt nll,carinpt ' midtllort.-' 1m nuOritenance &fuill be k, tiro full :ntlsfnrlI'gli of Vir rivirt, Jim prevailing mshileitance ordlnnimcm sntl/or coxes of five local nullothy. IiNll Off SIrC1ION 019OU I U.UU2 h1h1 C1tiy all walks, curbs and/or other hard surface edges. UTILITY CQNFLICT NOTE: - 1. Ofgame 1PIlerl (hgaile rnelMr,Stixll be'Steeicv", E. Aftrt reltlln flnliJt fades In fret iltrvhs and rvundcarer tlnnlh, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 'far III -Mulch- in tit ptrored equal, area! .(tell ire two (2) Inches below all walks, curbs, and/or other h R d DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON our face edges. THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING 1HE THE HORIZONTAL AND VERIiCAL LOCATION PRIOR TO CONSTRUCTION. _,. P � ".. Po__ -9) at I. ..-_.. ... . _ _.: .. -T .. . . r. All planling areas Shall be to finish grades before cornme icen'enl of THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 planting. , AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. .... 1. -_ _-. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH .....____ • ----- - . --- - . _ -- -- .- - - -- ----- ..._... .. _._ _ _ ..�_... _ _.._.._ .__ __ ----- . .__-_ - . --- - - .. �, .. __ _-_ _ -- _ _ _ ..._ __ .. - -- __ Check drmlltegn of plalltlnp hull) alto "Ptir, 0djust and for l:olrect ally dtellrttne problettt, ' ' I . . evergreen rreo and _[.1ArrcLp 0l��rub G�ving . -1111 Nut l0 Scale . Clitlich d114110pe of plttntlitp hold nitft >rrArir, adjust mild for correct oily diminage problem. blirub 1'Ianting :Not to Scale C11ech dt 0111"ge of tlltnt)hg bald nitfl "Ov, adjust and for correct oily diahtage probten. iroe Staking Nut lu Scale . h RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' CONSTRUCTION RECORDS. DATE: 1149 II CONFIRMED BY CITY: DATE: Nvbfl; � clorvp�l� ot�AFL , - ' el�jA,LV, -- Ikv G� 20o r,/f p1 r 9l . a,i F i2 W I M T'op .!5oIL Olt, E (S) 21 Ley la a /tll. - C�'► I.v r1 P �. T-,4_K t3 1tto• ��I0 G ,yidJ0D '(1z_M... bit er mdI co . .b" or vor even_ (:::) 14 obi. ! air I f'ooz w )_t►d" fz u I )t.E; 4 I Le,,, i w, b1 ,,&-0 i7 awl.-V. 4,e tt6 SiML1nb, MdLr,H 'j"or '".1.ol L. 13 Q Y_ 0 I-_ M :) 0 F- V) ❑o Q E= Z @ Q @ > °2 CCE U N i rn o a) O[=7 D T_ 2 rot ` W W � incn U 5 z Z W T t�i,9 3 s d () rs co _ � g4Z - Q) oil 1- J o CO > 00 @ ° (n Z r� C N 0 rn •__• U - cam Z cr_ r� VM M z Q _I M N IT- � V) V) V) = A- J=� � O f- N Ln O r` 86 V ) _ I Q LLJ (/-) C) LLJ ~ W 0 n'- Z Q U) V M LLJ J = � ,CI_ r _J = cn 0 0 cn z o Eli O:f o_ (n `n Y U C-)[yJ w Of 0 U z as. E N PROJECT REF: FACOO-0007 BLDOO-0044 DATE g/13/99 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN alb DRAWN E.N. ENGINEERING DIVISION'S REQUIREMENTS 4/1S/oo CHECKED E.N. Approved By. � S�i JOB NO. 99072 Date Approved: (. b,s:%y d SHEET NO. L3 i • ,�,FCTION Oj'10 - 1HBI •ATIOri SYSTEM 1. VWIIRr� . A. 1:•,�U" r • 1. Tito un&rlrouod sprinkler hrlgatlon systeui dull Ve coottvxted • • siting Ole sprinkler bewJs, valves, pipina, flitin1g(.t, controllers, • wifint, o:1C, o(slza Arid types as clued for on rite I,rtigalloli plan . and than Spe dfk'•adorut. Ilm sys4:m stall be c(m%trrrcted.lo Ow - . • ; (WA trs¢es and conform to Jim&its landeape plant ' • . . • . • . 7i ' 71-A lcrm'Contractor" as uteri In this specification Stcllo ihall refer W Vol Uadedgnnmd Spfliriler System Subcoohtriclgr. ' • • 3k Tito Con"cAx sball pxvvlcdo and Li"I estpaiate hiltatpot Nlcler(s) • ai rr,q u ired for• lira proper opa'atiol of U,e b T i g a tdom s yy st em Water at Tic irripWixl weeper nay or mar no( be available al tlin "ra)e of pipe Irutallulat Tetripoary water will be avallsible at Ute site fox ti» Cont-WI uCattra�ctor shall be rrumpiom1ble for tramporUng of water from lenTmas mein. Water bi icir (s) for litigation system to . be an exnmpl tricfler (rtJ sepwale from buUdkig water melon• (s). . 41 T1he lire;soon I►Scter (I) tapedly stall meet Ole following requirements: • A. The pressure sou tuouth the w-#err nfetu (s) ali l) not exceed ka (10) p«certt of tine nlinlinum S Wlc water pnezaurie available In the WSW Saves Muallrm I, B. The nlaxlmum flow Uuvuxlhi tlhe melee (s) fa III Igation shall ' . I no( exceed sevrrnty-Ilya U5) pacaltof Urn nlaxirnurn sari fbw of rite mew (1) C. The velocity of now through Om water Service Ihm shall wit exceed. five (5) feet per wcwd. . 31The frixulkder Initttlol system limit ba constrvdcA to allow prep ci i. watering of ALL plum materials shown on the Diawings. B. aMPH OE WUR& 1, Furnish tared Install a cotnplela tender r,mind sprinkla hrItAu' tl s}�stern to pp�vida aflk ant and evrntrlprtion (WTI 11 hllN)MUl= (7VERSPRAY ONTO S1UNS, PAVED OR NON-PLAM-F-D ARKS AND NO OVERSPRAY ON IU BUILDINGS) of all plan ures shown on lbe L.ands�ci Planting Drswhigs and u rpp il[od le Ure SP*dfkslkxu, tom azid road7' fox c�cratlos, , (111•Ii t�tfiRACiOR S W-L PR VIU811M 1O II,IIAD LUVI?RAOL1) The work btc]LK$cd In Uds Spocllkailoxl (wltet)toT awn dorx l or Dot)" ccxtslit of all iabcx, loots, ma lei lals, tells, , pe(mlts aid other rrlatrxl pettier necessary for rite Inshlladoh and ' fbpcladoo of lM htlgatloa Sy Stem ' 2.• Irrigate ALL arru sbtown on -- Via Platting Ihawinfs. Provide . ocmuodler what•&, Ts (c%Tod), u)d sleeves ror all Puturta Planting ea Ars% . • •' 3. hrlgation mainlloe and II'etal line pipe ihail be sized kb aydd water vebcltla la ezces ot(Ily I (5) foot per sceorid. .. . • 4. IrTi ation equiprtrxril stiat' be cmdimted with utility i"lim lo. • avoild blotkagt from sbu a tTade ud1lGes, loch u tK-.c- r is ' . ' traruformaa, lltbt stan•1 i4 eat. . , , • _ . . 5. Any Item of labor, malq W orequlpawit not spedllccl or. i)tctwn In . . • detall, but Incidattall to qr necessity nor die complete Ia XU i6Qu ?ol d prooppxerr oprn atlod of ow Jy &tent 11tzll be rix otsbsd try tl he Coats acwir . wubout a.d dlam,td art p "he Owner. ... . • 6. All drxvin mquhcd fc� the execution of die wtxk Is to be ptovldcd nrld" ULU ecdoo. ' ' C. RLA.Al ill: ti' URIiQI.S.0 IBF�r[Zi'.LSEW11LU 1. - Releted work thei txxUoru of fro Sp in oecifk:iWons bcludea but is nol 11"lod 1tx • . . I A. Luldacaping . ' - D. LWAIJFICATTDNS QE I,N.TLAI LZZ I . Contractor mutt be it boodlcd Itrigxlion cantractrx. Tile itrlgatlat System mus(be Instalkd bry Sul expxiethced hrlta.tiom mechanic ox Jourriryrrtan piurittxr. All elor:trical service cormoction work must be don" by a lic mted Elects pal Cont.mtot. . B. VLRIF)SAIIW • 1. Before procredint with any work, the Contractor strap Irispnd the lite, atrrfully check all gruki and verify all ifpntenikxu ariod comdl"ons affecting 11w work In order to proceed safely. 2. Cotiusctor drall repot W "le Owncr Represenladye all deviadon and/or conflicts betweell Dfawings, SpccifkaUahs and site coxtidonl. Fntra work uizing ftorn failrue lodo so &sill be done at lite Cootractor's expense. . • 3. Prior to Ow &tut of any work, die Contractor dull verify die • available static water ptessclre (PSI) and tritons per minute at point . of cooriecdon to water smite and show PSI utd GPM off Drawinjs. Any reptlamnent, telocadon or addi"W nmtetdab • required as a fallure W do so stall be done at the Contractor's ox pt rise • A. CffANdLr ORL]LRtiSN) S 1(1.S'ITIul-IONS 1. The Contractor stall 1b no work fox "tra compensation without pia wriltm appeovad of the Uwrber In Ube rosin of a C hafigo Order. 2. The Intent of the Spreclfkallotu Ls W provide a locally Indspp"' irrigation system with Ole lend-"pe plantbhts, Substilt N, will be accepted Only If tfej art proven to be- wholly compatible with Uils' syystem. If standudtzadot of products is requeted by "he Owner, NO SUBST7IU IONS will bepor idued. • Q. PERMl73 COO ANU RECJULA'IYON3 . • • 1. 'Tlw Contractor shall afl,iy for and pray for I ll rnccnssu�7] rclifuts uld fees as raquhed by I.oal Authority and psei lullnt ortlinjulces and/or . codes. . .. . . 2. Th. t:.outrador dull keep fully Inforoted and dull to I I with all ' existing laws, t-ode, ordinsm,ces, and rcgultdoas wlitcll Inn any way affoci the conduct Or Ute work, ' . R S ' . 11 OE W �S K. E1 I'F. AiYRP.F� N z� r n l�rr � l . Take all ncceszfury prr mr0ons to pxolect w•(rk In prog�ress, all t S war our s van and Iddrt f orn n property, person . ks, b , {{ra Went bail gS 1 s y • damile dial mlght be Incurred asking front dill Contiact. Repair, to . ate ullsfaction of Ole Owrur a Owner's RepxesentiUve, any darnsg" at Co ntfactot's expense, 1• cotf171 -Tor WORK . '1. Tire Contractor dull mfdntj"continuously a mrnpete,nt Supalnten(calt ox forenian outing ogress of Ote work, wltlh the , autholty la act In all matters pertsloin� to the work- 71he Conuactor dull Ire personal attandog to Um fulfillment of the Conti act and SIrall lire the work under R� trot. 2. The Cottracior dtall costBrt O(reatitons hr Uhl working firms allotted by U)e Owner, Ibduding mstlautp and equipridxnt storage. 3. The Contractor doll pxog lively cimi the work site of debris and rubbish u die vvwk pt2c 1s. . 4. Ilse Cahtractor limit trpxdr kr lire udsfaclio a of tibr• Owner ter Owner'I rr((xcsaltadve July darlage ►o existingi utilities lixlsting known udlliJes have begirt thmmi oft Ole Architrcluiai/rvntinceilrig and Survey IXawln s uid will be murk available from OIe Owner o r Udllty Conput),es for Ute Contractor )a Identify any known undal"tod utllides. it will bs ate Caitbacto e's trsponsltbility to vaify uOlJty locaWietu on the ground with a pipe -(Under or by other mews. The Contractor 111811 be rrsportsible flit ale ptrxecticxt of ' exlslin known udlides. Should the ditching lntentprt and danuge . any exl`san utilities, all fwther wtrk witiin aald wit Iliad slop until the Ownat ndyLsed tttd can iupe"Ise repair. I I • Ji. Tiro Contractor 011 be mr.4uibli for ale plovision of bsullcadea '--- and safety wide, and Pity odwr itluctruts of irn rroyemadt! necessary ?of Ilia compl.ts ptvttraoxl of 61 public.. , • ¢. Any of Use Uwrm's prop,rdty; Irr_luding oxivin, bnlldbhgi, equipment, Pliling, p►pe coveting, rnwers, sadew,tlks, laodnripinl, ek., darrugrd by Urn Colilrr-lor iball he irhlaced rx repelled by Cotltrscloor In a mUlna tatlsfixrdny to UK Owner at die Coltrgctot's I expense b.crcgv Finial Paynxnt is made. I. Contractor Is art •ctniible for all damages to tire Rroulida, walk . curbs, roads, buildings, piping ty$ttnls, rlectrical systems and their rquipivent WWI mitrilts au"d by Iraks 51 Ole riping sytteina hring Instal" or having born huWled by hlnt/lter. 'Jim Contlnrtar dull • • rrpalr all damages at his/her expanse and In a marmer =directo y to Ole Owner. I • .SY,S 1Fh1 PROffiCLION ' • 1. As prat of tie gtuusntre undrx Ihis ronllact, the Contractor &lull be rnpofulhla tear Tee d:sctivadng artd dinning of the system palm to the onset of Ow firrylog srasm and for iritcrivarbill the System ai tine octet of the sprin= growing acat"i; stitch tAik must be acminpilibed trice drain` Ilse ate (1) yeu iusifulli . I" Use event the system )s completed In it usxxh wlierl m system will not be In use., Otte C leltrador will wlntetlm the system upon cnmrpledoxl of leriing and rtwdlv"ll Ilia %ytrrnl In UW living. 'lilt Cirihactor $Judi, upon compltdol of tilt wintrtizing phom submil a letter to the, Owner califylrlg 1ha1 lite syStrrn wPa winlelired and (kabird slid Irrdical r Use d&te which SOO, action wits acmilpli%Ited. 'Ilse Contractor shall be liable for an danispte rrsuldng limn fallure In cvnipl . life Colbactox glue' noddy Ole Owner and the Iwenly-four (�i4) itouts . pti(x to the wvfk w tittt en Own«'s igxesentrtive can be present during U1e whiteslzing and ieshcdvadng phases of wofk �. S,iumAi Ia . I • The system s1a11 be guaraihtted frit ell wotrknuuuhip and maferlal for a pia Jed of ate (l) year fivut Ure dxln of accrptlnce of the systehit. During Ole mi ntev nrrirxd, Ole Cortirtctox will check, clam and ar(Just spxin� heads and odwrrhea autue adequate opaallon of Ore systems. L . I. As specified in Ilia Specilicadons tests sit to be witnessed by Ure Owner's Representative. A. Plaurre lest: All S -stern Joints, comimfloils, coupiln s, valve slid all other ?unction points shall be left ex x1 tuldl conpletort and seer •(,vice of the pxevure lest. AI) leaks, howevrs miner, shill be rrinii rd and corrrcled. Ilia Owne"I Repireseatadva shall be paev,vt during Um test. Ilia tOW Irrigation system &tall be preasure tested for �'la� . 8. Prlramvw'l Covelappelestse Uppon eongdeilon of Urn system In+t:tJtaticxh and all" Or) lludiing and ref ule tests we cornpkt-d, the Coiibrtor shoal) crj,�rfata the System in din pxePalea v(Ih,e Owner's RrIxer-:ntadliv- Ibn autontatc system shill be cycled to tts satlifacllotn of are Own,ot's Reptruertlarlvr-.1 Owri"'s R!pxrtentailve may Fce�q(u"t "fat lip 10 flue (3) prxmet of U)*_ tot$] Ibzzlel be suhstRuted. Flee (5) "r-til of Uie beads may also be irk -naked set no extra cost lot dM Uwtxr. ' . • • 2. The Co111raclor d1t111 PMIUSF rut Pressure and reifritmI ice CovKapla pflor W the Own"'$ Reptetantallve review of Iald testi to • t�nfirrn Drat the iptlnkl" IlrlRatirrh IyILenl will nrct the.r - rtcltdi "'Irnlsof Ilia ndfle.t nits- SIIOfliD ADk`rI I IONA).'iESF RbV1EWS BE REQUIRED VVII'lt) 71113 FAILI IRS OF 111H CONIRAC1URTOi'FRI�)Rh1 SAIA•iESiS,IlIB COff) RACi O R S i tAU. PAY I t) 'i l f.r O W iJI-alt' S R>1'RF,SF1frAlIM l7JV SUM OF SIXTY 1)ouLARLS ($(1Q0V) PER IIOUR AND ACI UAL COS r OP EXPE74SES FOR EACII ADDi i IONAL I ES r' M. S110LIJAiS . 1. Contrictrx miter Submit Join— (4) seta of templet alul/or nunu(nctuiri's'Cltatvt Cuti" of all nu;rilod at noted In Sptciflczaots. Fanur•n to der so m.y rrithlt In non -acceptance of maletlab afrrady used or hauled to lite Iltr. Any reel)oval or delays Incurred will be at the "Milo of the Contractor. All samples Submitted for apptmal mull be umtltrtnl and of quafitity sufficient to allow for proper Inapeclion uid review. . 7. Contractor shall utbniil, such hems as, As -Built Dfawh 3;keys; i pools; Minns; water teliedule; Instructiorhs: nmintenarcdoptrador inpotrnadort as required per these Specilicadoou. N. AS 1JUIl,TDR_AWIN03 I. Ilia Contractor %lull nmintain a mietit iecord of all pipe and . equipment phicenvenl uid dull teeny d pity vuiuions_ Upon Coll] left h ri ate n t 1 Dior p on of [Ile h B v sys tr t and purr to terra&: of the final payment. file C:ontf-Wrx sb;Jl prnvide a ntxl slid legible reproducible inylu 'As Built lDiawinp( (s)' of Om completr inigation system. Any pipe not installed In scr:otdartee wiUi the lhawings as oilgginally • conhadcd, &lull be dirrnentIcned W a periname t structure sulllclent for locadot after blmial. 0. PIPJ3SLEEYFS I . Conttrrtor shall aovlde aid Install Class 200 PVC pipe sireves where irrigadoel lines cross walks, di Ives, ppttklri lots a slity Miler bud sinfaceppavtnseuti. C(NNRACiOi'GA1I.COORLILUMB L(>CAl lCVIS AVID 11ISiALI A I I(Xi OF PIPII SLI:n,Vlli(J Willi I1IE UFNEitAL CON 1 RACI OR PRIOR I O PA VINO OPERA110NS. t. ,e)i1)WM . . . i;ITiFBAL . 1. All msretials and equipment sliall br new and of air best quality. All I Items of equlpnxml or matesW Shall be as specified or ippfoved ' equal. . fB. pUhtSIIC PIPB t t 1 PVCI t sr r f l r p pre p eu n O 1 re tout rl valves droll be Schedule 40 uid conform W all irquhrownis of AS I bi D118J. 2. PVC W p,,ee (aria lima) downiUmn n(the coitiol valves shall be' Clan$ 20U (Inimluie ralyd fox 7_DU psi), and confirtm to all ro quifernents of AS IM 1) 1785. 3. PVC Pipe delving sli.•ill be C3ats 200 and confcxnn to all requhenents of ASIM D 1785. i i 4. All smllbenakr U hit t dwl tUianpntl f ••r' , o': etc sit _ s lien e a P I sI f a v pipe and NSI'seal. Plp,e Henri brxr no rvldrum of Infer jot in exterior extiui Icon merkc Pipre wall% shall Im uniform, srntbvUh and glo$sy. Pipe filly be fife -bated or with Individual aolvr"r,-weld couplings. 3. Ali VIIJIIFRI shall ctinfornl to die tequ4raiu of AS ihl D2466 SCIIEDUI 840 PVC. 6. All pipe molt be delivered lot at loud twenty (2U) fool lengths. I I C. AUI Ot41A 11C�SI'RINt',I_E LUE RU t 1 R I • I. SlmJl he electric Conuullrt, sir. (trawingi, wemtlapnoo( cabinet (if cabind Is located outside of a building). I • 3. Controller wiring dust Is above gtowA shall be Installed lit a condult. I. FAmitical whing Shull be Instilled according to Ioc'IJ coxia at 'Jim co of all el-trirul w-mk nrrusary to make the automatic equipment , wok &hall be Included In 11111 contlacl. D. 4wwuzumma . .... i- See drawings. . I E. AIIr_ IOh1A1IC YAL-VR I (. Shall be electric, are drawings. F. NIi- DRAIN VA V L h ULKEU FORS 51EA( OPf &-UUNS1 I. Pirtvide and install on low head lltla ru1a_ baJr1 valves'Kill Spring, • . Check Valve Sniru','Rainblid I PM SAM' or'loto 37U Chock Valve' spray hoarier or equal u iequlrcd W eliminate {ljnhpning on landscaped slopes. • • U.11 Conhol wire must t+e ,,ttuialyd single &trued copper designrd for Iwuny (20) Io fifty (3() "OW and UL approved u hype U.F. (Ullddgf Ound l•eeder). . 1. Copper conductor must mete or exceed ASiM B-3 requirements. 3. Red and white colas must be available. I I. Q ►- L LKK_LQUE LL LY Y 5 i • Siull be Rainbird manufacturrr or ap xovrd equal. One-plece heavy-duty brass cofutrucUoh with vinyl locking cap. 2. Provide matching valve key, cap key, and swivel hose ell. 1. );-(X'ISINO -1 I . Valve cart shall be WeAlir tinatic 406L, Irr-kini lop with key or apptoved equal. Provide two (2) keys RLK-1 to Owner. I. MANUA - t>rflROl YAl Y 1. All tale velvet of two 12) Inchra and amalla Shall be ell bronze (AS ihl B-62) valve wor Noma valid wedgr, Integral Iaptr 1"tl will) a noruising stern, All Rate valves of two gildtine -Wr (2-1/2) Inchei stnd reign Otall be Uunded Iron body, blasts h1mined, resilient wedge, Integral taper "ter with nolu(sing Item. 2. All drain velvet shall be bore quitter (314) Incil Irvine Rate vaivra with crass hundlrs fx approved equal. Automatic dta)n valves italn- Bird 16A-P Or anal. 011kin valves Shall be enclosed In two (2) Inch I PVC pip� with a Weaihernutie ML with locking cap, or approved. equal. 1'sov!do Oyu (1) valve key for Owner's use. K- G3ES1i11pzr,Fl]tSLNc.7 YA► Y ' i F R tl(IIRFt�7 FOR SYSiFA. 1. Shall be "Wilkins 600 Sales' piemwe ieducl ig valves or equal. 2. Ulm pressure rrduclng valvd"requhtd to control sprinkler litigation system water pxtutute. L. VALY I 7X US . I. Unless otlletwiSe sea ified, all aulonistic valves tr nhatpai.valve, dell he rticlntcd In Ah1E1 UK Plymouth Valve Box of Super Ile with hrcklng r a lid or dr moved equal, A title single ald valves two (2) lriches arid %mailer will be routed widi a Weadserrialk 9f , kbcJcing cap and PVC pipe of apptoved equal. - M. $ACKr r1W PR[ Y NI R I. Sltxll bee 'Fchco hIpdcl 8U3 Y Sat lei' double check bar.kllow rveventcr a ap.ptovrd� uxl. All t4ckllow pxevrnteri must be ap((novuf by Urn controlling regency. Enclose in Brooks No. 1730 PIl-11 Boa of approved equai. (See drawings) N. I RR_-IOA-11014 )YAIER lid `I FR (51 • I . water Melee (s) dull be pet Code, O. Q1 ERyUPPLIZ I . Flertlicil tapir iludl In blank plastic, Ihrrr-quutrrs (3/4) Itch wide and a ntinimurn of U.0001 Inches "dek and The all-wenther Iypa • I 2. All flexible FIT or QJohnls shall toe "Rainbirtl Swint Pipe'; `horn Funny ,pra' ox 1 riple Swint )olnt Assembly'. 3• All decti ical wirr, &pliers must be rnarle watatighl will► sealing Rainbad SF-03UUPr-33 Snap-lite of approved equal. 4. Iluust blocking shall be on Oil" (3) Itch and lager mainline only. Ill. E2LE'Sj110N A. TAFSICHM Trench& shall allow for twelve (11) inches of cover over sprinkler latea) lines, eiphtm, (18) ind,rs of cover for lit; allon maim line (see retail) and twenty-four (74) Inches of cover lox main supply ' line from point of cotinecaorl to backflow psievrnler. MODIA n a minintum clearance of air" (3) Inches between ItriRsll,n tlues wlUiln a common trench. 7 renchei fox Sleeves shall allow for it riilnlfnum of ei hleen (18) Irchrs of cover trnhss otherwise nosed on ;he Dtawhn)ps. V.cavate no wider at any point Uivt Is necematy to lay pipe or Install e(aipilintt. F:lcavatr with yetdcal sides slid provide btapng and dnosing as requited 2• All Ue"chcl must be sUaiglll and not have abnipt changri in grade. • Trenching Vial tiny polrsltlauy dililub tool systems of existing hoes $liall be Nought to Lilo attention of am Owner's Rrilaentadve before proceeding widh work. 3. 'ilia bench botlnrns and bedding rnatmill surrounding ell pipes must be Irre of rocks gr"lex than ore (1) (rich In dlAmeter or that -edged objects. Bed and sutround all pipe with suitable sot or tend B. .INSLA11A•IiQU . I. ,PVC ripe and Fittings (Includes pipe Sloevei): A. Due to the "still" of Ili. PVC Piro and IJOlnts, the . Contrarlof sliall exercise true Ili handling, loading, . unlv.•Iding will doling to avoid dttniite. Any plpe that has r been do reed or damaged shall be discanrlyd anti such . danaF.e has been cut out and the pipe Is rejohiod wiUi a coupling. , B. 'V C pipe h "cis sl al re I 'r I t rut I rah n eel 90 ok 1 f tb'' y ( ) trees to tire pip" IctigUh and dcajlcd.vll tL.5ilitiniLb,tutpiii>r iu-mil- . iu USA ripprovrd rr-arming VVI. PrFo emir shall be wiped c .zit With a rag lbOltly wetted with PVC thiruux. Cement shall be applied with a 114hl oriel city lilt Inside of die n1llrt and a hnvlet oxnpt oil tine outside Of the pipe- Pipe #lulfbe Inserted Into film r t filling v I o lttlh and liven t e s sir ter r tun to r eel Une a lie t ! c h t. q Ex ti -_ tt rrmrnr �- } F_ yll era tr•I -- �.. _._ retie from Tee tit t&icin rgjhC_a)p)y, C. BAckfilling shell tie done whorl pipe IS not In an e%pandod condition due to hull of rr,stire• Cooling of the pipe cap be accomplished by uprrsl)nj the System for a sltcrtt time before ac bkfi I, or by tvcklllllnt n The early part of The morning before the heal of ale ray. D. No PVC pipe may he threaded or connected to a lhrca(kd titan& wiuiout sit adalfa. E. Great care mull be taken to Insure that the (Wikq_Egtcll(Fe i,a,th�s 1a,rLY_r,1ctn. Any plea ends not being waked on must be psotected and ono( kit opelf • F. All Oundcd Jninls out to have Teflon tape of pipe dope • applied to nixie Uutuds only. . It. head Loc2doru: A. Locate Sprinkler heads nine (9) Inchei front building foundation unlrss otherwise holed. heads Imtnedialely sdjocenl to walks, c,Irlrt, etc. shall have vote (I) Inch cimarr-e betwren head %ill wallet, cuths, Ur. unlr_-tit oiherwisenoted. COl1iRACIORSiIALLREMOVEAND . DISi't)SEOFi'AVIMFNr((l1AT'PURiiONOF PAVFt,1ENr I70R IIFAt) Atln rlCr- Dt1LY) ADIACEtir IQ CURBS 10 ALLOW ONE (1) LNCII CLEARANCE PER IJIB ABOVE . �. Copol Wile • A. Control wires are In be taped togetlt" at five (1) (trot Intmots, then ;his bundle Is to be taped to liter hnlivrrl o1 Ole supply Iha: aI len (IU) foot Intervals with lit lout Onto (3) wraps of elects Ica] tape, . ' • B. All splices must )te nude watellight wllIf I:alinq Ralnbird 51'-03UL7t'C-33 Snag silo gird contStluod In vhrJ_ye bvara. C. Splices will be permitted only at the valves gild iievrr, • between valves or valve and controller. Ilteteinust be a Seporate lead Or'hrA* wire to each automatic valve. One (1) conlnion wire will be acceptable. D. hlhl)n1tu11 size of wire is to be detrintined strictly by ti►e whe sizing chart provided by Rainbird or approved equal. E. Ilia Control wits &tall by color coded as follows: Cround Wile - White I• Lad -In Wire - Red } Automatic Controller&: I A. Dtchical wiling shall he Installed acceding to In al cock. lite cast of all elechical work necessary in make the auronialic equip"XII(olm ' prtopnly %Iha11 ba Included In Oils r-(rsitract. FLiiCi RICAL POWI<R FR(Xtl All • APPROVED SOURCRT0IIIn C()1ll ROt-. " LOCA I ION (S) SHALL. BR PROVIDED B Y I I IS GENERAL CON t RACi OR. B. A diagram or schedule dull be posted In Ole controller to facilitate the selection of Ofe valves to be operaled. C. CAIJIROLLER I,OG1110N(S)ANP TYP9OF MOUN I iNG OF CQV I ROIAXA (S) SiIALL BE . APPROVED B Y I11E OWNER. J. Backllow Prevemter: A. Install br arcoidance with local plumhirig cock, See 'Backllow Prevenlet Assembly detail. B. rot proper rnaititenance, tile 'Ltackflow i)evrtlta Aswnbly' will be locale'l Willi Sufficient c1manxe from outer materfall and away from die traffic pattern. C. A nronual shut-off valve Ilmll he localsil upVram of Back)low Iheventer to allow full Isolation of system fivin water supply. . 6. Manual Drain Valve: • A. Ilse flute grmtt-s (314) Inch drain valve, r0R pis GENERALDRA►NAUEOF111BIRRIUAiiON SYSiM. if. Aulonralk Valves: . A. ln>)1211 as drown on drawings. • B. Write Installalirn of any automatic valves, Ula ail j:pily lifter must be dhcroughly flushed. ' 11. Quick Coupling Valves: A. Locale apt quick coupiris lit suub and simundcover planting beds whore evet passible aid at points of easy atcceia front paved andlor lawn areas. B. Provide amp Install quick coupling valves per drawings and Speclficatbns. - I. hrigadost Water Meter (I): A. Ctntlfirulion with the Clovtrnntenlal Agrtry for Installation Of die water "W.Iff 111211 be. Ole reslroriSibility of Ure Contritclot. All work &tall be per code requirements. Meter , size, See diawlnta 10. Pipe Sleeves A. All slreves shall extend it inininlunt of twelve (12) Inches beyond rite edges of pavenfenL B. rip.- for irrigation mains and latetals may be Installed with Sleeves but dull riot hxiude uty pipes with couplets whenever possible. C. Plug all ands of sleeves end litigation mains and laterals to psevent noel from cities Ing. I I. Pressure Testing: A. Before backfilling, flush all retain wafer Ilnes; then pressure test at nhw(y (90) in11, i fill prmure limit be. malntAmed until all )oink, fittings and pipes have term ImpatrA Cottert any (nkoge and r1)eAl ("I until thr sviteln IS warr_rtiFIIL M"irnurn psi loss In a fifteen (IS) minute lest dtall be five (3) psi, Conllarlor to test system pflor to Owner's Representative final lest. B. Before bsickfilling all PVC splinkler laleral Vries shall be flushrd and ple. sufe tested with die system "pnned Io Itxlic prmuie. Ihis pte_uura tall be maintained until all Joints, fittings and plans )give berm visurtlly hupecWl. Cotrecl any majrr leakage aid after test until JIM sysi-in Is watertight Contractor to Texts •steln lnlrx to (hr vn's )tq,seserntadve find irst. 1)Q 110� )f IS I A L L NF_ADS PRIOR iD I F-511NU-PL1,10 RISERS AI' LOCA I IOIJ OP I►EAD ' . • CONfrF�CiIDN. C. To be vislld, all trtnl tests must be witnessed by lira . OWIt"'I Represer 1011 , 111e C-MiUachx "lull Rive tweilly- . , four (74) boon notice to dire Owners Repceatihta(ive prior to the anticipated data of InspectiI • ' 12. Backliliing: . A. In refilling trenches, the bedding around Ilia pipe and 11tUngs i l II d be land or toll fofront t i ria e$ greater Ilan one (1) Inch In dlentetrr and &sill Be well tamped. If perenny, provi(e suitable Impo►ted backllll, lite earth pill widhir, tiw an he h c S shall be rra.fnnably rock fret. TienciteS Shill be litmoughly wiles-seldret, 'I ienchcs shall he back(ill•;d uniform with Uir surinundint firtide, raked to a Olght mound, liven rolled with a two Ihundned fifty (25) pound roller, or compacted with a vibrator. B. All nits, rocks and surplus excavation shall bit removed from the Slue. C. Trenches or fuslinelp unt(rr roads or paved eras dull be backfillyd and tun I with a nimItanicsl tarnpe--r In succeslive six (6) rich lift$ to at Ierst nfnety-live (95) permit deriaity as drtr-ronlned by AS i R1:0 1337. Paving shell be replaced to the satisfaction of Ole Owner's authorized representative. D. Befote hackfillin all undetImund apputtenances Ilncludhng flier, valves, bic�flow pleventrts, dfPln valves, etc., must rennin exptrsed to tfiat they can be vlowed daring trsting. It Is sug4esled that the Gxibactor partially backlill Ule pipe u It Is laid, leaving all Joints exposed; llten conipleto backlllling lifer IPer fivahing, pressure Inting, Insprr_tlon and prpatatlan If 'As Built ihawlns�(S)". Ihn ca lotion, Iruprocting end tesUnt pvovlSlexls of ll'ese sperJllcAOotu will be Strictly adheird in. If, for any rt ". jury put of the sprinkler system Is becklilltd before It Is approved by Ilia Owner's Re(nexntative. It must tit completely uncovered ' and exposed until approved fox backfllling' 13. ' Clean all work seas ruljotning urn ouch u Paving, curbs, catch basins, manholes and lawn, or debtls couted b the wvtk on this y o , pr Jost, tr an y psis of pro act, on corn Frletlrn of n11ct4lJorrs and pylon to wate:sing. All hard sutllaced arras Iltnll be -shed clean. Rally clean up thill be requhr4 on all aru used for cuculidlon, pukin4,. a odher daily use.. . 14. FIJJAL- Il S i 1NU • Before the sprinkler syslerrn will be accrpled, the Contractor, In the . presertce of Use Owner's Representadve, shall perform a .- 'Pnfoinlance writer Coverage'lcst: to determine 11 the witrr. . coverage slid operation of "I" system Is minplrte and itatisfacumi. If Pity pat of tine system is inadequate, It shall bt irpahed or igtlaced at Ole Conlraclut s expense and tiro test isptoted until I lee accepted. Conti actor must give lwrnty-finer (24) hom notice to the Owner's Rr)nesentalive riot to lite field review. Ilia Cootrirlor slurp also adjust and balance rpprinkiri heals for opitlrnurn and unlforfn coverage vylt.1 it excmilve fogging; nvertlnow on to pave lent (s), strvcttue is) and building (1); check all sprhea Inkler d 1by I Ilei Ills and in all valve boxes W proper grade polar to final review M rler's Reptimllallve. ' 15. SY_SYSIEt,AFAhl 1AR17A71DN Upon Acceptxttce of On system by the Owner, lire Conti actor shall • provide UIe rircrwry keys and/or o0ser tools necr_uaryy to opxtareldrxln/acUvue Ilse system and spend wfldclerhl time with die Owner to Insure dial Vic Jyllertl oft-latiorJmallit auuncdwlIll erizint csun crnlrhrue alter flit departure of the Collbvctor. lilt Contractor will ber Ilahle fvr all d$rnagm of Inixi resulting from failure to ' I o comply wide lite prvlslofu of dill paragraph. 16. Fit AL.AC('FPI NCH UMi conirletion and app+oval of all trJts, final arceprlonce of Ilse system will h- nxitingeni upon Conti Actor providing slgned and spoovcd r,vbrklci/plunibinqntcaldi/electikcal pertnllt as trip s� be lth st•pucable Ilia era n& well ai rrvduclble hriyltr "As Ilullt Drawings' end two (211 Osier (3) 11F bbinrkrs o(a11 calalvt cul&/rneiiufacturrri (nstrucdoois/mantenuice and opxsadot Inrornlatlon. Prior to final fircepWim of Ilia irritation systent, the Crxitractor shall cooperate with Owner In recommending walerfng Schedules. 17. G L(A R W L I . Ilse t•nitbe sprinkler system shall be guasan t"d br Ure Conhnctm to give complete and sathfaclofy service as to materials slid wvrknia iship Ion a period of alit (1) year from Ole dale of final accelAw "of the wvtk by Ole Owner. 2. Shoild siry' hrrible develop widhin are (1) yeAr which, In am opinion of autrvrprrd Owner perstromrl, Is dun to Infnlvr or faulty rntt IIJ a ndirx wO(krnaruhlp, lira hovble 01811 bt ' eolreclr:fi, wihhoul (delay, to tilt satisfaction of the audKxlmd Owfw's personnel and at Ure CNittactor'1 expense. 3. Any set0hirt of Qck(itled betcltes dull be irpnlivtd by Ure! b , CO"llv-lot at the Continclot'l exptxise, lircludin4 bill lint Ilmitrl to; ralotatio u of pavement, seeded, sodded iurd/ox . plotted areas , I .-. . 4. Ilia c,Nitrarior shall nrxlntnin the htigaliorh sySlefii Uirtnighcwt On endre little of oonstiuction era Ulkou`hou( rite Offer year guarantee pet loci . ' END OF SECIION 02910 I .0,64 1)4 ,1�' 0, a1116JA k X 13 -- �(Il(,:-..-,.:Ilt,.' �.T it 1 I I1 Y^ I� �--,-�L • �Illli' _ I , �� I p (- 1 )I :, (7 = III =: " �N L I MKI ---- f14111= t�-IH e,I;W '_1T-off 61. AAA n Ti✓ �" IIIII_ .=�llJill- ' ' wi► e. coorcrog., 4 PIT,65 �w.ga_ °= ° I-- Z , pVG L,-,rer,-1- 1.105 a II • -b2 T� - *TY~-o I a _J co . r d ' ° - . "{ i cD - _ I Gt1. r✓r. or` rf, c,1�gL 0 N IIIII- IF � o 9D iY '� r) W V) Z 0 z - Control Valves - '� W Electric Remote �, = - � Not to Scale (a Z � o r % _ J >o r-) 0 C)) oleo i-�E.6,01 M. F'AI-iG I-I-v ,I � 1_ � 9V) � � rt rn .. (.rx-� N rr r1� 1) t�,nl.. v,►. Lr.f Go,v E t2.. � E ` `� rn - �`' O r, T =w Q I r fl fi n.t', ' ------ F-- -=11 1 3: ' cl� lilt,- - I 4. r..l'VG L&F,C4 i1 � �Z, I n i11l - ill' i I ..� m II i 6= < - I' I I .. 1J U-11 �i All-==1(Ii1 • E �G . i 4n Till I S IIIII RE� �..� IIIII! ` �+,.�rld�J-)�,.�.�� I IIli .. %/^L✓ r, I I t �11�' r L_ � _-41W jj111I 9 -I1ii1�H, -i1 _ I IIII -- 11,�� i .-- ^4 �� >� 11111 I ` it ei r l.1-v- .� 4 J, r f. a F I O r -- r V) . fyr� G(1^� 4 L, m Check draltupe or plantlng hole wltlt winter, (adjust are! /or correct any draltlnt7e problem. I • } R Manual Drain Valve - I i . �- 1 Not to Settle i . i I ) Cis ,Q: /1 r� If�o t I I '1 'SO d - 1' I L. V tI J�i11I Pi I rffil 't'1�190 r - ILL. ( �ITIA I-• )Sol,r L.,t,a -) _J - I W� ul� <__�t -' f . Q,) IIII >ii i �--LJ �V) �p rf_ � lair.: - ` '• t-1t1CR� - �1 - - To vw.W" - IIII - I Z -��■t�•• C) 1. L. - -- _ L. -- �I_II - I I ►7 17 : Cr , . �' IIIIU�ii CD IiI�-rA-(.,I- r'm LoG�p- caDIG ,W4Ir,, '()r•gt•r1i.1 • I l" � n ezJ 11�'1 r o p s, t-11 Tfl ,-V"J^Tr. G 1-ri�)1.4I car i t- ,►44V FWi_1-(lcl-I,•-1-1Gl: a i'� rZ-r rr-OH ra t Z! kr . 1' i= ��- �__ LBC0 8!5-0 Double Check Valve . . K,&Jl � Kt' L600 �K l Irk oCD I c`CkflpW Ill'eyelltQf- /gSSe1111J nor-�r�r><I�IU-�1L'Sin Nol to Scala r T 1111(I111 = Jill[ , 1 II 111. il 1II� IIIIII iI-Ii.�I - �0 I� - • ' ir-_ 111j IIIiI-W� _ _� 1 LII,- I I I - � - _: �'�'-lt �Ii?!t7 1C•v11• KIT/ 1 I I Ili, a) liII -. e _ IIIII= �� -Wil CC ) .� - �� o �" Q O • G _ 7 c O O p1-11 � .- 2+" pl r d,5:,,& Z Ga Fr, ,oir Frr.A, ,jIz.wGL Check drwlnwpe of platitlrnp hole vvitlh irvieter, adjust avid /or correct any draltiage problanr. Automatic Drain Not to Scale THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE ", SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH - CONSTRUCTION. 0 -tI w:' .,..__ . ,. j.. : . ,� lilll illl!T oil �Tilill�=ilfill i11iii� I>�►� i II. - - iIi - •II111=II 111�iu1 I 1=iI1111 It_IIII-=�.:--.� 11111= 7klrl`,� =_ u=- �►1 -1► _ .r,ttr.�:.,,: '-i'll=1 �� ~�1i._h�lhr�►1�;�1 r, = iIT .il � u111=11i111'�IIII IIII I =1I ill= I -11 �/'.. j ,, ;.- 1 ;�: �\ ;: r,rc Ile 11 ---� : ,• : r/, •,�i,, � / 1 �,01siav ter+ e,01�1� rl tor. ---r_ ,fj nav-p.3rwilr-L-, sriK,►-i- L"t� r I TT• I �1 "y . . , , I, Pop-up Sprinkler Not to Scale RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. DATE: CONFIRMED BY CiTY: DATE: z 0 V) U) Ifi Z o a (n a Y E V C,)w ��� Q E 0 Z 1-- 0 •d- r n r- PROJECT REF: FACOO-0007 BLDOO-0044 DATE g/13/99 THESE PLANS ARE "APPROVED" FOR DRAWN CONFORMANCE WITH THE CITY OF AUBURN E.N. ENGINEERING DIVISION'S REQUIREMENTS �Yh CKM AA 4,/5foo E.N. Approved By. ,04,., ,..rS.,X ' .4 JOB NO. 99072 Date Approved: I SHEET NO. .* - /,L 4