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HomeMy WebLinkAbout01D1599LANDSCAPE PLAN— ��zoNORTH �' mblymmonfu4UI `M z 10 1 1 35 i -AS-BUILT CENTERLINE V i u.i r i WNF LiV i NV i F- 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 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 BY; DATE: 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 CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 <C o U FF- ao 0 Z i 00 "' f 00 V) r' � 1/ L< Z � 3 r Z N c Z O N J O U � �Q� <L z m <i d Z m � e-- _ w J _l m �I' a 0 0 s PROJECT REF: /4e 99 - O© 2 3 THIS PLAN SHEET CWORMS WITH THE DATE CITY OF ALOM'S PLANNING DEPARTMENT MINIMUM DRAWN , LANDSCAPE REQUIREMENTS � t Approved By: 5A,ruL CHECKED JOB NO. � G? Date, Approved: �• i l� 1 SHEET NO. L 1 D /,!!579 q La LAWN / PLANTING BED DETAIL No Scale sh grade/ Top of mulch -Up spray sprinkler plastic MPR nozzle -Inch ni NPTx .490 Inch Elbow Nipple or Funny Pipe Schedule 40 Tee or Ell -Inch male NPT x .490 Inch > Elbow rVU Lateral Pipe POP-UP SPRAY SPRINKLER No Scale rune diseased and roken branches later basin with mulch ompacted topsoil ater thoroughly, �rtilize as req d lonting hole min. Nice size of root ball SHRUB PLANTING DETAIL No Scale Plantin� twice s ball 6 TREE PLANTING DETAIL No Scale Prune diseased and broken branches 16 gauge steel wire through clear vinyl hose below first crotch 2x2 wooden stakes securely driven into ground. Stain brown. Water basin with 2" mulch Unglazed planting pit surface 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize NOTES 1. Subgrades, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scarified or rototilled if conditions require. 3. 2" depth 3-way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect and Owner. 7. All mass plantings shall have triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. 9. Positive drainage shall be maintained. Mound planting areas minimum 12". 10. 8" wide bark mowing strip where lawn is adjacent to building. 11. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. 00 N i o cn C14. 0 z T o o00-, M Q00 c `n N C, v Q F- W J f- F- m O z _J M I ME i" 0 �c c.D Of, cry C Paving Cl— 0 Pressure Reducing Valve, Finished grade ,Q F �6. if required U 11 f=11 I —I I H I I -1 I I Ilk Illi��i I li iiTJ 11111111�IIn Gate Valve uick, Coupler Valve Master Valve, if required Select backfil`, or winter blowout Select backfill, II 1= ail IrJ>I ill / remove rocks, :I� ° ITITiTt remove rocks, III -III PVC Mainline debris and I, i= °o H -T11_ w sharp objects Tlft III debris and I 1111=111= 1 I�lll-I sharp objects _n P 1 I-I1�4 II�� r.{ IIIIII�llll11111 r= L IIi-I E` t oo Double Check Valve -M-IIL=III- .� PVC Class 200 II PVC Class 200 iiil l=lll__fll_-I N sleeving twice '. "_, ri- Lateral =T�-IIL-III- z size of pipe e ° Stub out from Domestic Meter, Lateral or - or separate irrigation meter - - t Mainline PVC Class 200 Mainline Valve Wires SLEE:VING DETAIL POINT OF CONNECTION TRENCHING DETAIL Flo SScare No Scale T cc e 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 ® 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. Cn z o C, Q D RECORD DRAWING CERTIFICATION PROJECT REF: FAA-qi-002.9 �L/j'r00 �y DATE 3j9/00 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR / CONIRACTOR'S CONSTRUCTION RECORDS. DRAWN E.N. CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMEN IS CHECKED E.N. BY; DATE: roved B . PP fpj^_-�­ JOB NO. 99038 TITLE/POSITION: A Date Approved: vj.#/ "o SHEET NO. CONFIRMED BY CITY: DATE: L3 ii . 0 606 0/ 0ITat9 R.E.I. FILE:/ L3-065.dwg 12/30/99 13:01 THE SW 1/4 ,SECTION 11, TOWNSHIP 21 NORTH, R 5 EAST, W.M. EASEMENT NOTES LEGEND SITE DATA: 1. A 7' POWER AND TELEPHONE EASEMENT AND A 5' DRAINAGE AND UTILITY EASEMENT, ABBREVIATIONS "UPON THE EXTERIOR OF ALL LOTS ADJOINING STREETS" AS DISCLOSED BY TITLE REPORT PROVIDED BY CLIENT. BLC - BUILDING CORNER MN - MANHOLE DESCRIP110N NEN EXISTING C - COMPACT MJ - MECHANICAL JOINT p EX. 12" STORM LOT SIZE = 1.08 ACRES CB - CATCH BASIN OH - OVERHEAD STORM SEWER EX. 8" SEWER ZONING = M1 2. A 2.5' UTILITY AND DRAINAGE EASEMENT PARALLEL WITH AND ADJOINING ALL ORIGINAL CL - CLASS PL - PROPERTY LINE SANITARY SEWER $ SF PLATTED LOT LINES EXISTS. SAID EASEMENT IS NOT GRAPHICALLY DEPICTED HEREON CO - CLEAN OUT R - RADIUS EX. 2" WATER BUILDING FOOT PRINT = 15 WATER w OFFICE = 6,300 300 SF (2 STORY) BETWEEN LOTS 9 AND 8 FOR CLARITY PURPOSES. D - STORM DRAIN RW - RIGHT-OF-WAY WAREHOUSE = 12,600 SF DDCV - DOUBLE DETECTOR CHECK VALVE SS - SANITARY SEWER AC PAVING ` DI - DUCTILE IRON SQ FT - SQUARE FEET SETBACKS: DS _ DOWNSPOUT S/W - SIDEWALK CONCRETE PAVING NORTH 10' \\ TC - TOP OF CURB D/W DRIVEWAY DETENTION POND ® SOUTH 10' EL - ELEVATION TP - TEST PIT EAST 87' ESMT - EASEMENT UNO - UNLESS NOTED OTHERWISE SPOT ELEVATIONS xx• +xx.x>< WEST 105' OF -� �� EXG - EXISTING BEARING) �' \ - FOUNDATION DRAIN - PARKING REQUIRED �, FD S SOUTH CONTOURS OFFICE = 6300/300 = 21 SPACES 5-9.95'(M) FDC - FIRE DEPT. CONNECTION W - WEST 530.00'(R) I FF - FINISH FLOOR E - EAST WAREHOUSE = 12,600/2000 = 6.3 SPACES FH - FIRE HYDRANT N - NORTH PARKING O5 27.3 SPACES - _ - _ _ _ _ _ _ _ FL - FLANGE JOINT NW NORTHWEST _ _ _ _ - - - - - - -. L - - - - - - - - HC - HANDICAP SW - SOUTHWEST STORM MANHOLE 0 PARKING PROVIDED STANDARD = 21 - - - - - - - IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET STORM CAFCHBASIN ■ ❑ HANDICAP = 5 ------------ --- ---------------- - - - -�- ------ ��� LS - LANDSCAPING SE - SOUTHEAST HANDICAP = 1 D4 G SANITARY SEWER MANHOLE O 27 TOTAL 14TH ST. NW � - \ WATER VALVE LEGAL DESCRIPTION V LOT 9. AUBURN PARK OF INDUSTRY, AC ORDING TO PLAT THEREOF • FIRE HYDRANT RECORDED IN VOLUME 106 OF PLATS, P,\GES 83 THROUGH 85, NEW DRIVEWAY 7N IN KING COUNTY, WASHINGTON: COA STD DTL //' TELEPHONE MANHOLE TO TOGETHER WITH THAT PORTION OF LOT 10. AUBURN PARK OF \ p INDUSTRY ACCORDING TO THE PLAT THEREOF RECORDED IN POWER VAULT VOLUME 106 OF PLATS, PAGES 83 THROUGH 85, IN KING COUNTY, 4 \ \ ° WSHINGTON DESCRIBED AS FOLLOWS: STREET LIGHT �-- BEGINNING AT THE SOUTHEAST CORNER OF LOT 10: O T E S` ` THENCE SOUTH 89'52' 16" WEST ALONG THE SOUTH LINE GENERAL PLAN N THEREOF 34.83 FEET: THENCE NORTH 00'07 44' WEST, UTILITY POLE - 232.72 FEET TO A POINT ON A CURVE, ON THE SOUTH EDGE 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATION. ' _ '� OF 14TH STREET NORTHWEST; THENCE EASTERLY ON SAID CURVE TO THE LEFT. THE CENTER OF WHICH BEARS NORTH 2. ALL WORK SHALL CONFIRM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE 05'54'06" EAST (R) AND LIES 50.00 FEET DISTANT THROUGH E I. I OT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL I 'SEMI::.:. S ME T NOE:;:;1..:,:; A CENTRAL ANGL OF AN ARC DISTANCE OF 10.84 FEET DEPARTMENT OF TRANSI �RTATION (WSD ) 0 TO THE NORTHEAST CORNER OF SAID LOT 10 CONSTRUCTION," 1998 JR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN THENCE SOUTH 06'30'34" EAST (R) ALONG THE STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. EASTERLY LINE OF SAID LOT 10, 213.11 FEET; Y THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS ANd THENCE SOUTH 01'10'00" WEST 15.00 FiEET TO THE 3. THE CONTRACTOR IS REQUIRED TO HAVE A COP OF E SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. I 12 POINT R BEGINNING; (THIS PROPERTY IS LOT A OF BOUND I LANE ADJ I STMENT I RECORDED IN THE RECORDS OF KING CUNTY, WAHINGTON 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON WORK FOR ALL PUBLIC FACILITY EXT�NS N UNDER RECORDING NUMBER 92031109 ,) III PROJECTS.', # &ft�I JT 8 PARCEL 030352-0090 I I I I 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATIONS, LOCATION MARKING AND RESPONSI ILI II I Pvl -1 FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED COD II I WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-I55 FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION.) ii 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONT TOR I I I IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL EAS II I AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. I ::. :::... ............ iI I ..........I ................... .. ......... .............. ............. . ........ ....:.. E THE SOL E .. .............................................. ....................................................:................................... . ALB.................................::.::::::.::::::::.:::.:.::.::.:::::::::::::.:•:.:::.::.�:::.�:.�:::.�::::::.�::::::.::::::.�:.�.::::.�:::.::....:.:::;•::�::::;:::::::::•::•::;::::•:�::>::::;::::::::::::::::::.:::.:..::::.:::..:�.:.:::'.:;::.:::..:.�.;:.:::::.::..:.;:;•:;.:;::.:.:::.:''�•::.:..::.•...:.:::::;.;:.;•..:.,..::::::::.:.,.�::::..::::..:;:.,::;••:::........ THIS PRO JECT SHALL F TR AVELING PU BLIC C 0 .. . OR SAFETY 0 THE 7. TRAFFIC CONTROL AND STREET MAINT ENANCE F ETY .............. ..... RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL F THE - _ II I CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AN II I o z PROPERTY SUFFERED BECAUSE OF THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. `v I I I I ASPHALT PAVING I I ........:.::..:::::::::.:::::.:.::.::::....:........................................... :::............. 1 I I ::::.:::::::.:::::::::::::... &CURB DTL 1 /C .......... -:::. :::..................... II M- 1 N I I Q TYPE 3 LS .:: ;.;:: TYP n c� a � > 25d WATT SEE EASEMENT NOTE 2 150' :..:.... . �r• I I MEIIAL HALIDE= I ❑ SE EASfiTE::1 - - LIGHT W/ a a® ::: .:: I I EXROSED O I AGgREGATE Z I I i 'CAE PO.E 2 PLA ES ) I a i `:�i - - I LOT 9 I WALKWAY I I Q 5Y2" CONC WALKWAY DTL $ PLATTED LOT LINE EXPANSION JOINT (20' o.c.) EXP JOINT MATERIAL FL,A I I DUMMY JOINT 10 o.c. 10' MIN TYPE 3 ,d C C ( ) WHERE WALL OCCURS: I I L/S ao I I I = C 0� Q a 3/4 CHAMFER ; .......: - M I I n i 1/4 : 12 SLOPE o • I NEW BUILDING H/c c A.C. PAVING WHERE OCCURS �I .::: 15,750 SF 10 10 _ Ii ^ /FF-62.0 vARIEs 5' 1r 24' 19' 10' I w N ��-x //\ \ ° • %\� (2) #4 CONT. ., \ 19' I I I I _ 6„ 12" MIN. CLASS "A"FILL \ 8' TYP.- "- - -- - A TYPE 3 L/S ��� 10'I I COMPACT TO 95% I ` ° - CONCRETE SHALL HAVE 28-DAY I COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRA INMENT 10' :..... r' I I IN HALL BE PER I REINFOR CING G S ASTM A-615, GRADE 60 :::::.:: Q:.::. . . GRASS t341#STER - - - -- ...... - - - - - - - - - .............. . _... _ .. - _. - - - - 89'52' 6" E 3 I I - N �� I i 2 CONCRETE WALKWAY CRASS//// Q C1 NTS _ I 34.83'..:: j ' f I,. 1489'52' 16" E SUB -BASE COMPACTION PROCEDURE GRADE 1" DOWN I 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE CRUSHED ROCK EXTRUDED CONC. CURB FROM TOP OF 1 /2" � 5 1 /2" 1 /2" CURB. 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. 3" CLASS "B" A.C. PAVING SLOPE <_iDN. o�aV doo o �m oS�� v Doo III IIIIIIIIIIIIII�IIIIIIIIIIIIIII 6" CLASS "A" FILL SUB -BASE, SEE NOTE ............._ - 1I=1 I I -III PROVIDE 1' -0" LEVEL '� AREA WHERE GRADE SLOPES DOWNWARD OUTSIDE t OF PAVING 4"- Y8" MINUS CRUSHED ROCK (ALTERNATE: 3" A1B) 1 CURD AND PAVING SECTION C1 NTS 51 I t ELAN a�6A�rr, 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 ® 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. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C INSTRUCTION RECORDS. BY; DATE: TITLE/IfOSIT : CONFIRMED BY CITY: DATE: VICINITY MAP N H n A T I I k A CITY OF AUBURN BM #29-T RR SPIKE IN FIRST POWER POLE SOUTH OF 15th ST NW & WEST VALLEY HWY EAST SIDE WEST VALLEY HWY. ELEV 59.09 OWNER DIBS DEVELOPMENT LLC BOX 987 AUBURN, WA. 98071 SHEET INDEX C1 SITE PLAN C2 TESC PLAN C3 STORM & GRADING PLAN C4 WATER AND SEWER PLAN C5 SECTIONS L1 LANDSCAPE PLAN L2 IRRIGATION PLAN L3 LANDSCAPE/IRRIGATION DETAILS C PROJECT REF: FAC 99-0023 �O////0o 7 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. QAmmimm. - li Date Approved: ykka w J m 0 00 Q0 N o r7 Ln V) N I as m A W I-- \ \ 0 r- cy) Y Y W W z C) C) W O 0 w CL w I w Z Z � o 0 w V, u, LL E N .O A y N R Up 0 W F z 11103 1 �� F�1 STER�c. /DNA L ECG EXPIRES 6/23 2000 DATE 6/15/99_ DRAWN S.S./A.M. CHECKED L.K. Jon NO 99038 SHEET NO. c SURFACE AREA DETERMINED AT TOP OF WEIR TOP DIMENSION PER PLAN = 23' 4' MINIMUM MIN. OVERFLOW Ln ' FLAT - z NOTE: TRAP MAY BE FORMED BY BERM OR BY i1=IIhIII�L_I 3/4" - 1 1/2" WASHED) PARTIAL OR COMPLETE EXCAVATION. 9 IMP GRAVEL ® OVERFLOW ONLY ELEV. 56.2 ,a SEDIMENT TRAP CROSS-SECTION NTS ELEV. 59.7 2" - 4" ROCK 0 OVERFLOW ONLY -- ` EXG Er CONIC EXG CB RIM 58.2 1 _7 EXG 8 SSS - - .._---------- - - - - - EXG 21" RCP --� -- �59:52---- 59�51_ - - -EXG 12" WATER - ----- ------ - - --t' - EXG-CAT H_8ASIN- - - - - - RIM=58.4 INLET PROTECTION \ IE=55.5 SE) COA STD DTL DEV-8IE=55.2 �8"PVC 24 CONC W) 1 RGQ- zl S� DRAINAGE //Lp, s I EASEMENT ° o 58187 58}84 _Q L_31 4� - 0 O� CONSTRUCTION EXG CATCH BASIN O, RIM=59.5s -$p'� p ENTRANCE IE=56.5 S) 6b000000 COA STD DTL IE=56.4 �Y'PVC 8"PVC NW) I s ., ` 0,000000 I DEV- 5 0ppop�p IE=58.18 59 id 1 EXG 8" PVC IE=56.51 I 0000 I O 0 0 I ! 0©000�0 3 I O 060 0 00000�0 a i i o0o0d0('j �3 00 000 0 00C,, .M V-DITCH I 000d� (D o DTL 2/C2 O O O o 0 0.3% I 00 XI wI r. GRA 0 0 i 1' TYP 60,62 I ' ! 232r I FILTER FENCE EXG 8' PVC IE=�6.6 ' COA STD DTL DEV-6 I -_ EXG CATCH BASIN RIM=61.1 IE=57.0 12"TN YPE UNKNOWN IE=57.0 (12"TYPE UNKNOWN EXG CATCH BASIN RIM=61.2 IE=56.9 (12"TYPE UNKNOWN S) (FLOW RESTRICTOR DEVICE TO N) WATER EL=57.2 CONSTRUCTION SEQUENCE FILTER FENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR 6' MINIMUM EARTHWORK ACTIVITIES. " 8" CULVERT IPRAP 1Z=11-1111 2 SCHEDULEAND PRE -CONSTRUCTION MEETING WITH V MINIMUM DEPTH OVERFLOW SPILLWAYTHE AATTEND OA CITY NATIVE SOIL. OR r 11 , o I NIX 3. ESTABLISH THE "CLEARING AND GRADING LIMITS" FOR THE SITE. COMPACTED BACKFILL .- 1111 I I I I I' - - a GEOTEXTILE 11== I I I-III-III=1 I I-1 I I=I 1 I- III_ MIN. 1' DEPTH 3/4 - 1 1/f 4. CONSTRUCT GRAVEL CONSTRUCT] ON ENTRANCE AND FILTER FABRIC FENCE -i - WASHED GRAVEL 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. OVERFLOW CROSS SECTION 6 . CONSTRUCT THE SEDIMENT TRAP AND TEMPORARY SWALES AS SHOWN 1 b ON THE PLAN. TEMPORARY SWALES SHALL BE ADDED AS NECESSARY TO C2 NTS ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO THE ADJACENT PROPERTIES. 7. BEGIN GRADING OPERATIONS THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO ADJACENT PROPERTIES 8. BEGIN BUILDING AND UTILITY CONSTRUCTION. INSTALL INLET PROTECTION ON ALL NEW CBS, COA STD DTL DEV-7. SWEEP STREETS THAT BECOME SOILED. 9. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 61 I64 GRADE TO V-DITCH 61100 58197. DITCH LOCATION & SLOPE PER PLAN 2' 1 2' Z_ 2 MAX. SLOPE 2 V-DITCH DETAIL C2 NTS I I I I it I i fI I t I1 I I II I I 11 I I I II I I 5 I37 I 59112 a l I t II I I I'I 59190 59183 I r l I ° �] wl I I I III I I 60162 60j0¢.' I� GR� r4 TRAP 59 58 52' 16" E T 58165 PROPERTY LINE EQUALS CLEARING LIMITS TESC PLAN. SEDIMENT TRAP DTL 1/C3 59160 5952 204' FILTER FENCE COA STD DTL DEV-6 58112 NORTH 5 I40 t 59 711 1 1i I O I ° I I TO 3 I I DftC = I I cl 59 24 TOP OF BERM ELEV = 59.7 59 07 a i t� I i ItoI Q I _ o w Ql I { as 1 1C.D I I w I J cowl 4' BERM 1 I 21 a( I I I -143 I 58183 { ° j I w IE=56.85 { A°I I I EXG STORM MANHOLE OVERFLOW I 1 RIM=58.5 IE=55,5 (DIA, UNKNOWN"CONC N) ( S) � f FILTER I5 I I IE=55.68($DIPACUWjNOWt�i'CONC FENCE , i I I IE TO EAST UNATTAINABLE 58' 12119:93 23'(a t I l I , a EXG CATCH BASIN T I RIM=58.4 Sa 4a S818y I I IE=56.5 (8" PVC W) EXG 6"WA EXG 8" PVC IE=56.7 S IWER MANHOLE 1 10 BE ABANDONED RIM=58 IE=48. 9 UNKNOWN N I Fw F-=48.4 �WTYPIE 1d'IYPE U'NKNbWN S� 56189 5' EXG 6' PVC IE=56.7 I 5 35 REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER i TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2, STABILIZATION METHOD: HYDROSEEDING & MULCHING: A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP(AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE S-ITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. Q D o I-- U Ga D 00 0 Z n� J 5;00.. `o U N _ I rn W v n n� �uul 5 -1 z Z wLID T C�� 3 s Z or- I J oo > rn 00 Z N U Q' F- p 1- I ni r7• / r )_ry sp ri._ nn /1 o /nn 1 A •r�1; im vi U 15-" EARTH WORK QUANTITIES EXG FENCE FENC FILL = 1500 CY .23 DESIGN DEPTH DURING CUT = 300 CY 6 MO. 24 HR. STORK QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES ROCKERY PER DTL. 4/C3 l t,n gwon 3 EROSION CONTROL BLANKET 8" PVC S 3 - 0.75' (JUTE NETTING OR APPROVED EQUAL) f8117vc N_ _ , 8.0' m. EXG 8" CONIC EXG CB BIOSWALE GRASS SEEDMIX HYDROSEED OR SOD RIM 58.2 IE=54.77 ---1---------------s 2 I EXG _21" RCP - C3 NTS B10SWALE GRASS SEEDMIX (FOR BtOSWALE SLOPES < 1.0%) 20% SHORTAWN FOXTAIL 20% WATER FOXTAIL EL, 59.72 0 CENTER OF 2"0 ORIFICE -� 20% WESTERN MANNAGRASS 25 YR. WSE=59.73 10 YR. 20% SLOUGH SEDGE WSE=59.46 20% VELVET GRASS EACH SEED TYPE TO HAVE-92-95% PURITY AND 100 YR] V 80% MINIMUM GERMINATION. WSE=59.98 2 YR. APPLICATION (PER ACRE): WSE=59.10 �- 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 PRIG TO INTRODUCTION OF STORMWATER RUNOFF. IRRIGATE IF NECESSARY. RELEASE RATES DESIGN STORM Q (CFS) 50% OF 2 YR. 0.10 10 YR. 0.39 25 YR. 0.50 100 YR. 0.62 12" PVC EL. 59.12 0 CENTER OF 410 ORIFICE STANDARD GALVANIZED STEEL LADDER/STEPS -----i - - - - ' - - - - PLACE TENSAR UX1400 GEOGRID OR APPROVED EQUAL, WHERE ��- _ - - - ADJACENT TO VEHICLE AREAS, 5.6' MIN. WIDTH 0 24" VERT., 1 160KPOU DS SHALL PEROCUBICUND AFOOTND AVE AMINIMUM DENSITY OF EXG -Cat 55.5 PLACE ROCKERY AND FILL AT SAME TIME: . ROCKS WEIGHING LESS THAN IE=55.2 24"CONNC ' I 121„gyp 100 POUNDS SHALL NOT BE USED. tXG, . Z. THE LONG DIMENSION OF ALL ROCKS ShLL BE PLACED PER- ° . ° \ CROSS CRO� ( DRAINAGE TOP OF WALL (T.O.W.) GRADING PER PLAN PER PLAN PENDICULAR TO THE WALL. EACH ROCK SHALL BEAR ON TWO v ` SS •, ' .. ......... . FREE -DRAINING BACKFILL ROCKS IN THE TIER BELOW. A EASEMENT (2" MAX SIZE, 407. 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 Ln QUARRY SPALLS ADJACENT (700#-2000#) (#-700) 12 16' 12" PVC ? a 11 4 w TO ROCKERY a • 0.3% _ 5 p .00 �� > STABLE CUT FACE IN 8' MAX. 3,4-MAN ROCK 2,3-MAN ROCK 10' 12" -PVC. SDR-35 NATIVE/FILL MATERIAL (SEE NOTE 6) • .:. (1300#-4000#) (200#-1300#) IE-56.5 8'PVC I 0 T MIN. 6 DlA. SLOTTED PIPE; IE=56.4 (8'PVC I R�KERY Np �, _z 3 MIN. 0.5% CONTINUOUS SLOPE 4. ROCKERIES.6' AND OVER IN HEIGHT REQUIRE ENGINEERING \ / ' BOTTOM OF WALL B.O.W. MK TO OUTLET; SURROUND WITH Mt T iG BY SPECIAL INSPECTOR (LIBC 306b.), I DTL 4 C3 PER PLAN 1" MINUS ROCK, 6" MIN. COVER OVER WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND EXG 8" PVC IE=56.5i PIPE; 2" MIN. ROCK UNDER PIPE EVALUATION -OF SUBGRADE, PLACEMENT OF BASE COURSE 18' 12" PVC AND DRAINAGE, AND FINISHED ROCKERY. 0 0.3% 5. GUARDRAIL/FENCE (!F ANY) PER PLANS CMP PIPE ARCH 8" I I I I T'' 210 CIF ' SHALL CONTAIN 6. ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING ® 3 A 40% PAVED INVERT 3'-0" 5'-6" WALLS. MATERIAL MUST BE STABLE AND FREE-STAtOWI I I I MIN. IN CUT/FILL FACE. I I I I v 7. COMPACT BACKFILL AT LEAST 95% OF MODIFIED PROCTOR I I I 1 4 ROCKER 1 MAX. DRY DENSITY (ASTM D1557-70, METHOD C OR D). I I I I CB #8 TYPICAL MH/ C3 NTS I ( DETENTION PIPE , 3 `I 1 1 " 59406 59f 12 h I 60.1 CONNECTION{ a I I I 1 DTL 5/C3 C5 ° a al I 1 I 1 N 59J37 I I I 1 \ 0 2• Ie I I 1 co 59 90 5 4 x PIPE ARCH C6 #4 75._49 x33 CMP PIPE ARCH CB #3 2' 76 8" PVC SDR21 61. I !., I I I IE= 76 0.7% 62.0 _ --1 6 .0 __ . 61.3 __ j-_____.---- EXG 8" PVC IE .6 `, �. Q QP .. _ �` - � \ Ay;�; �, ' 412 CIF ! � I EMERGENCY � OVERFLOW LOC kTION 1 CY RIPRAP HAr Dtz' PLACED sDR D CB #2 ----- I \ I I 1 EXG00.3%' CATCH BASIN , � ' I RIM=61.1 1 12" PVC SDR35 @2% IE=57.0 (12"TYPE UNKNOWN N CB CB 1 CB #7 \ C qq- 61-44 IE 57.0 (12-TYPE UNKNOWN E) - - _- N __.. _. ____. _..___. __- __ __ 1016.2/ a EXG CATCH BASIN " fit i I 75' 8" PVCCSDR21 I I� R(id-6t.2 10 8 PVC 535 0 0.3% IE=56.9 (127TYPE UNKNOWN S) ee ... 6164 / ®0.4% ° I la 1 C� (FLOW RESTRICTOR DES TO N) r"? i / I a I I 1 N WATER EL=57 2 r` o C 59 07 + IT'D -® 62�1z _ _ _- p �� Z PAVEMENT M I Ic 2 FLU K- s9 I I 1 C5, o I V'\s1.41 I 1 4060,2 61.79 RIDGE I I9 3c�------- 3 FF=62.0 60 ILLJ --- I C5 62�7 62.0 C5 POND LIMIT I 1 I EXG STORM MANHOLE TYP 308 CF ° 2 ELEV=60.0 I I I I M=58.5 44 --- - x( i 1 I 1 IE=55.5 (DIA. UNKNOwN"CONC N) sa I IE=55.48 (DIA. UNKNOWN"Cf S) IE=55.6 (8"PVC W) CB #6 6 75 1692P ROOFDR� MIN TYP DOWNSPOUT CB 1 IE TO EAST UNATTAINABLE z r - 99- ,--- 59115 CO _ EXG CATCH BASIN RIM=58.4 IE-56.5 PVC ) - _ Q1 307.V 4 { 35 1 j TOW-59. ----------� 1 of 5 12 I ®I 34.83, (0) 62161 C5 5s}65 I i 5, N89'S2 1 E fins fit n 6}{� EXG 6" PVC IE=56.7 in - ROUND SOLID COVER MARKED " DW i-ADJUSTMENT BRICK (4" MIN, 12" MAX) OFFSET TOP SLAB 01 _._---12" CAP, RUBBER _.H 11 GASKET N U-) w o '--PIPE SUPPORTS z a SEE NOTE 3 z ui 12" OUTLET _ I..L d PIPE ARCH 49" x33" , TYP 5 MH C3 NTS ENTION NOTES: 1. STRUCTURE SHALL BE TYPE II-60" 0 MIN. 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 OPEM NG AS NECESSARY. 5. PFf SIZES AND CONFIGURATION MAY REQUIRE A LARGER SIZE STRUCTURE. 6. THE OUTLET PIPE SHALL BE A MIN OF 12'° METAL FRAME AND SOLID COVER RIM = 61.5 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 = 0.31 CF, S �-- TO BIOSWALE 8' PVC SDR 35- 8"x 8"x 8" PVC TEE - RUBBER GASKET JOINTS 8" RUBBER GASKET PLUG W/ 3.38" 0 ORIFICE ELEV. 55.25 i AMCD R1 lw__ �:J Q CAP U r� "000 d Z @ 5 04 i `) TOP OF RISER DETAIL �U u� W N.T.S. ACCESS z �/ l:'/ z O ' 12" OUTLET 0 U Z m z � Q STANDARD GALV. STEEL LADDER/ STEPS 12" CPEP MIN - 57.79 BYPASS B10SWALE INLET C3 "48" TYPE II-C CATCH BASIN CONTROL STRUCTURE CTURE. C CB/MH SCHEDULE NO. TYPE RBI INVERT COMMENTS CB1 1 59.5 57.33 GRATE C82 1 59.53 57.03 GRATE CB3 2-6fl 61.1 56.8 GRATE (36" SUMP) C14 2-60" 61.1 56.8 GRATE (36" SUMP) CE35 2-60" 61.6 56.8 GRATE (36' SUMP) CB6 1 61.1 57.0 GRATE CB7 2-72" 61.1 56.8 GRATE (36" SUMP) CB8 1 59.5 57.33 = GRATE CB9 2-48" 61.5 56. ,(E,W) 57.79 (N) SOLID LID, DTL 3/C3 CBIO 1 60.00 5i-3+ 5(P.47 SOLID LID CB11 1 60.5 56.22 54. *}"¢ SOLID LID CB12 2-60" 62.0 56.8 SOLID LID, DTL. 1/C3 36" SUMP 1 SOLID LIDS TO BE LOCKING TYPE. 2 PROTECT NEW CATCH BASIN AND MANHOLE INLETS FROM SEDIMENTATION PER AUBURN STD. DTL. DEV-7. UTILITY CONFL►CT NOTE: RECORD DRAM CER*VATION THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWIMS COWON TO THE STORM & GRADING PLAN DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTOWS CONSTRUCTM RECORD THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE 1 = 20 NORTH THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE a 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS By., DATE: 2.2 . 01 OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER _ OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TITLE P S ON: C1 C! • gam- , r� SOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERG, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PROJECT REF: FAC 99-0023 THESE PLANS ATE *APPNMW POR CONFORMMCE YATM THE CITY OF AUBURN ENGNEERlNtG Dt 'S RE TS Approved By. D s Date App a I I AV Z m e--7 V m d J 4-a m o .-- m M C) V) rn 0 cY.� v v z o r CL R to j cr #L' m CL C t - a 6 6 0 t DATE 6 / 1 5/99 DRAWN S.S./A.M. CHECKED L.K. JOB NO. 99038 SHEET NO. C3 R P I Clf C• / ('I-01A 4_, OA /1() /Af) 1 F• 1 � 0606 0/ D /S99 F Q WATER NOTES MAINTAIN 42" MINIMUM COVER AND 12" VERTICAL CLEARANCE FROM ALL UTILITIES o= d 00 CN V I W U% L- fz� O EXG SAN. SEWER THOLE / \ \ RCM=59.3 IE=51.3 1CrCONC E) (� IE=51.4 �WCONC W) Z n IE=51.4 DW. UNKNOWN"CONC N) P M a> Ln EXz cn ` N ------------------ - - - - - - - - -------(S — -- -- --� 0 EXG 12" WATER -- -------- I '. 2 I ' m e �r+rr Q 4 1 m = p= 3 Lli I :> r c;d �4 to I I I I $ I ■ EXG BUILDINGcr- L,J x00 Ls_J M II I I w=1w°ti,. -- - - I 1 Si'19''S21 �'1� . I` FIRE SPRINKLER RISER 5 SPRINK I I I I I SYSTEM TO BE APPROVEDI I I I CL BY CITY OF AUBURN I FIRE DEPT.I I I I— I n INTNN 15' PUBLIC ~I I I I 42" MIN. COVER WATER bo IN BIOSWALE AREA EASEMENT 99 ELBOW ---- — — — — — — — — �., THRUST BLKG �- �•1►- _ IN 5' REMOVE CAP COA STD DTL I I I I Z I W - 84 8" DI WABL-1 C xi I I I I N I A OttVEA¢ svLo+A 5' — — — — — — — — — 17' 8" DI a/c/ T" C C eo 0 8 PROVIDE 12"0 Q.I. " GV 1" DOMESTIC TAP /% " - " I I I C.7 � SLEEVE THRU ROCKERY 16' 8" �-Y• f �� �C' F�L C o I I f i = + 7C H e c I I x 1 J aI CONNECT TO PUMPER _ --- -- — w EXG 8" 17' 152' 6" PUMPE LINE — v, CONNECTION I i I I (CONTRACTOR TO n I I I � I I VERIFY LOCATION) /� u✓'qW tV07-AW cow STo ; vr-L r� CDo _ 314 " / /cyAT✓o.v - --- I I I I `S I sn w cx w 0,eOUC77Me7"EFL i I i v ei c�i O SEE Al SHEET, I I I I I! PLUMBING BY OTHERS I ^ I ❑ I i O .. " SDR3506.22X - 307.08' _ _ CO - s� — -- 6--- .:� �'u �� I EXG '� WAT R — N8752'18"E — — F - -+1 © ,� 77 �- -IE=41 10" TYPE ( UNK 34.83 _.� / IE=48.4 (10"TYPE UNK S) WI 52 9 6" E `I5 11 a3� sT�� L E' I 4PIRES� 2 UTILITY CONFLICT NOTE: RECORD DRAWW CERTWOTION PROJECT REF: FAC 99-0023 DATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, / 6/ 15/99 WATER AND SEWER PLAN DIMENSION, AND DEPTH OF ALL EXISTING UT THE NFC� aT� TIME UTILITIES, WHETHER SHOWN ON CONTRA ORR's RECORDS. TWSE ARE ' W FOR DRAWN N��T�"� THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE COIWO INTN IM CITY OF A{, S.S./A.M. 1 = 20 THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE A 1-BW 424-5555 � CHECKED L K AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY: DATE: a V-oi OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER � � By.- � s JOB NO. OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS T _ 99038 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE y � ��-�"G��� SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Data Appmve& 'y �l ®d SHEET NO. THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH C4 CONSTRUCTION. R.E.I. FILE:/ C4-038.dwg , 04/10/00 15:13 6 0C 0, D /SQQ Q 60� � a� p �Sq q K�cz�!'.•►�aic� I Id € r • -, I / 1 P,t2,<>, tt- t DATE: �A U 6 06 01 D I ,r QLUa e.> �pvod� t t a"t'►pa�s; c a. INN C �8" V*CAV:e i I I L)_7/ 77 16 coNnFuED oy aTy. DATE: Wbvo viLJ/.::) 77 ,