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HomeMy WebLinkAboutzD-2899SetSwp -s7 - i89y CITY KING COUNTY 01F 0*t\j� REN TON WASHINGTON MAPLEWOOD GOLF COURSE REGRA-DE- PR--OJECT A� Mk A , 7PEND SOREILL 7KANOGAN J FERRY 5 SK 7 sTE LNSi II \ SQL \ —_ALL AM ht JEF,EPSON EATTLE _ SSPPOI ANE • CIT O R TON �LLAS /� LwcOLN ` I.�ASON K'PJG SPOKANE KITT!TAS =!iANT OLYM IA \� PItRCF �` ! ADAMS WHITMAN —��TH RS -101%�—` PAC IC �-- . FRANKLIN i �1 / 1 .: ARFI ElD JWAHKIAKUm 5 �oLUMgIA SKAm,RA's JAI.TIN PENNON WALLA WA LLA VICINITY MAP NOT TO SCALE 4 W! .0 5mb C�.y 4& Osborno, Lao. CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284 -0860 ROLL 176 'FR 2 0-28990/ LOCATION MAP SCALE: 1' =1000' CHECKED FOR COMPLIANCE RECOMMENDED FOR APPROVAL TO CITY STANDARDS Date ` G I By: ✓ Date: Date o'z �� By: Date: Date By: Date: jV90 i SCANNED SEP 13 2002 e �M 0 ABBREVIATIONS AVE AVENUE AC ASBESTOS CEMENT PIPE ADJ ADJUST ALT ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY BF BLIND FLANGE BLDG BUILDING BI.K BLOCK BO BLOW OFF CTR CENTER CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CC CONCRETE CI CAST IRON CL CENTER LINE CUR CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE C CONDUIT CONN CONNECTION CONTR CONTRACTOR CONT CONTINUOUS CPLG COUFIMG CY CUBIC YARD CONT CONTINUED CL CLASS CF CUBIC FEET CFS CUBIC FEET PER SECOND DC DEGREE OF CURVATURE DI DUCTILE IRON DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWING(S) D DRAIN E EAST EA EACH EL ELEVATION LL ELBOW ELEC ELECTRCAL EXIST EXISTING FIG FIGURE FIN FINISHED FT_ FLANGE FT FEET F FORCE MAIN GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GV GATE VALVE ID INSIDE DIAMETER IE INVERT ELEVATION INV INVERT IN INCH L LENGTH LB POUND LF LINEAR FEET MAX MAXIMUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS N NORTH NO NUMBER NTS NOT TO SCALE OC ON CENTER CO OUTSIDE DIAMETER PI POINT OF INTERSECTION PP POWER POLE I'm POINT OF VERTICAL INTERSECTION PE PLAIN END PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT PC POINT OF CURVATURE PT POINT OF TANGENCY QTY QUANTITY RET RETAINING RR RAILROAD R RADIUS RED REDUCER REINF REINFORCE READ REQUIRED R/W RIGHT —OF —WAY SL SLOPE S SOUTH SCH SCHEDULE SF SQUARE FEET SHT SHEET SPECS SPECIFICATIONS SQ SQUARE STA STATION STD STANDARD TC TOP OF CURB TEL TELEPHONE THIRD THREADED THRU THROUGH TYP TYPICAL VERT VERTICAL W WEST W/ WITH W/0 WITHOUT 5'wp -27- J,999 SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION ASPHALT PAVEMENT o MAIL BOX (NOTED) GRAVEL SURFACING SIGN CONCRETE SURFACING RIP RAP T��� -ice c1 CONCRETE SIDEWALK EMBANKMENT — RIGHT -OF -WAY LINE NORTHING FASTING ELEV. DESCRIP1701111 — CENTERLINE OF RIGHT -OF -WAY o 106.42 EXIST. KING CO. BRASS CAP IN PAINTED PREMARK IN S.W. CORNER OF INT'X OF S2 -169 AND 152ND AVE. S.E. 0 — — — CENTERLINE OF ROADWAY 90.60 SET PK NAIL IN PAINTED PREMARK IN N.W. CORNER OF OLD BRIDGE OVER CEDAR RIVER, 13C EAST OF INT X OF S 149TH ST. AND 135TH AVE. S.E. PROPERTY LINE PERMANENT EASEMENT LINE INDEX — — — — TEMPORARY EASEMENT LINE SHEET NO. - - - 10 - - - — 10 CONTOUR LINE i Q E BURIED ELECTRICAL VICINITY & LOCATION MAPS ABBREVIATIONS. SYMBOL LEGEND AND INDEX T BURIED TELEPHONE -co W WATER MAIN (SIZE AS NOTED)s F G GAS MAIN 3 PLAN AND PROFILE - STATION 0+00 TO 4+00 By. . �, + 4� . Date. 5 SANITARY SEWER PLAN AND PROFILE - STATION 4+00 TO 7 +80 By. a _ Data D —D— STORM DRAIN (SIZE AS NOTED) By, F --s SANITARY SEWER FORCE MAIN �7 TV BURIED TV CABLE 7 © POWER VAULT 0 TELEPHONE VAULT e:i O TELEPHONE MANHOLE ...� . -- O MANHOLE D 7 CLEANOUT C TYPE 1 CATCH BASIN OR CURB INLET 01657 �o TYPE 2 CATCH BASIN IF NOT, SCALE ACCORDINGLY DWG: POLE WITH GUY WIRE -0 POWER / TELEPHONE / GUY POLE ¢ LUMINAIRE Y1 YARD LIGHT JUNCTION BOX GATE VALVE BUTTERFLY VALVE ® WATER METER {� FIRE HYDRANT 0 REDUCER 4 THRUST BLOCK 7 CAP /PLUG T BLOW —OFF STRAW BALE TREE (CONIFER) TREE (DECIDUOUS) SHRUBS WET LANDS BUILDINGS ROCK WALL ELEVATION POINT MONUMENT BORING AND TEST PIT LOCATIONS SECTION CORNER 1/4 CORNER ANGLE POINT / CONTROL POINT BENCH MARK DITCH CULVERT (SIZE & TYPE AS NOTED) FENCE (TYPE AS NOTED) FENCE (WITH GATE) — — CLEARING LIMIT (CONSTRUCTION FENCE) —x—a- FILTER FENCE nr _ GENERAL CONSTRUCTION NOTES: ACCESS LIMITATIONS ACCESS TO AND WITHIN WO AREA IS LIMITED. NO AREA FOR c N w v a RK TURN AROUND IS AVAILABLE WITHIN THE CONSTRUCTION LIMITS STAGING AREA CONTRACTOR SHALL COORDINATE WITH THE GOLF COURSE FOR °a ACCESS AND STAGING AREA. a CONSTRUCTION LIMIT CONSTRUCTION LIMITS AS SHOWN ON THE PLANS SHALL BE MARKED a BY FILTER FENCE UNLESS DIRECTED OTHERWISE IN THE FIELD. ° ELECTRONIC FILE THE CONTRACTOR WILL BE PROVIDED WITH AN ELECTRONIC COPY OF THE PLANS TO BE USED IN CONSTRUCTION STAKING THE PROJECT. D-289902 SURVEY BENCHMARK TABLE POINT 0 NORTHING FASTING ELEV. DESCRIP1701111 ( HV -13) KC 3961 D o 106.42 EXIST. KING CO. BRASS CAP IN PAINTED PREMARK IN S.W. CORNER OF INT'X OF S2 -169 AND 152ND AVE. S.E. HV -16 174018.15 Ai 90.60 SET PK NAIL IN PAINTED PREMARK IN N.W. CORNER OF OLD BRIDGE OVER CEDAR RIVER, 13C EAST OF INT X OF S 149TH ST. AND 135TH AVE. S.E. Q< INDEX Ig SHEET NO. DESCRIPTION i Q J COVER 1 VICINITY & LOCATION MAPS ABBREVIATIONS. SYMBOL LEGEND AND INDEX -co 2 OVERALL SITE PLAN F RECOLUENDED FOR APPROVAL U 3 PLAN AND PROFILE - STATION 0+00 TO 4+00 By. . �, + 4� . Date. n 4 PLAN AND PROFILE - STATION 4+00 TO 7 +80 By. a _ Data 5 CROSS SECTIONS By, Data 6 MISCELLANEOUS DETAILS Date By. 7 MISCELLANEOUS DETAILS n a e:i Y o GENERAL CONSTRUCTION NOTES: ACCESS LIMITATIONS ACCESS TO AND WITHIN WO AREA IS LIMITED. NO AREA FOR c N w v a RK TURN AROUND IS AVAILABLE WITHIN THE CONSTRUCTION LIMITS STAGING AREA CONTRACTOR SHALL COORDINATE WITH THE GOLF COURSE FOR °a ACCESS AND STAGING AREA. a CONSTRUCTION LIMIT CONSTRUCTION LIMITS AS SHOWN ON THE PLANS SHALL BE MARKED a BY FILTER FENCE UNLESS DIRECTED OTHERWISE IN THE FIELD. ° ELECTRONIC FILE THE CONTRACTOR WILL BE PROVIDED WITH AN ELECTRONIC COPY OF THE PLANS TO BE USED IN CONSTRUCTION STAKING THE PROJECT. D-289902 SURVEY BENCHMARK TABLE POINT 0 NORTHING FASTING ELEV. DESCRIP1701111 ( HV -13) KC 3961 172428.48 1317746.29 106.42 EXIST. KING CO. BRASS CAP IN PAINTED PREMARK IN S.W. CORNER OF INT'X OF S2 -169 AND 152ND AVE. S.E. HV -16 174018.15 1312407.86 90.60 SET PK NAIL IN PAINTED PREMARK IN N.W. CORNER OF OLD BRIDGE OVER CEDAR RIVER, 13C EAST OF INT X OF S 149TH ST. AND 135TH AVE. S.E. 0 rn S 0 z N 0 s ti ammo FTq 0 ALL Ul �4 d� W R m m 6 0 — �� Z o Cc °z F W _. �� r= 0 W3 O-2 o JQ im SCANNED SEP 1 3 2002 J 1 tf O IL � c Q cc LL W Q< 0 3v �0 ~ Jcc LU CHECKED FOR COMPLIANCE F RECOLUENDED FOR APPROVAL —0 CL TO CITY STANDARDS By. . �, + 4� . Date. U 9 < Date __ By. a _ Data Date By, Data Date By. Data SHEET: 1 0 1. 2- I OF: 7 TWO INCHES AT FULL SCALE I JOB NO.: 01657 IF NOT, SCALE ACCORDINGLY DWG: - SCANNED SEP 1 3 2002 J 1 tf \ PARIUNG LOT CONTRACTOq TO INSTALL' AND MAINTAIN, TEMPORARY CONSTRUCTI ENTRANCE Ar rnANSn FROM L. PAVED PARKING AREA TO STAGING ARE \ A s ^� GREEN / TO `SRIS9 VI* / CLU HOUSE', LOTS, STAGING AREA CONTRACTOR SHALL PROTECT EXISTING - CART PATH AND MAINTAIN A SAFE AND CLEAR PATH FOR PEDESTRIANS, GOLF CARTS, AND GOLF COURSE MAINTENANCE EQUIPMENT AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO ALL AREAS NOT DESIGNATED FOR CONSTRUCTION. � fer co�oxw000 FAIRWAY A ORANGE CONSTRUCTION O r mx FENCING (TYPICAL) i SEE NOTE ON THIS r( e. l ORANGE CONSTRUCTION — — — — — FENCING (TYPICAL) — _ _ _ _ _ _ _ �r_��� SEE NOTE ON THIS PAGE. FILTER FABRIC FENCE (TYPICAL) HORIZONTAL AND VERTICAL CONTROL PNT NORTHING EASTING ELEVATION ELEVATION G174309.6250 1312299.1020 80.16 SURVEY SET NAIL, WEST OF GREEN IN EXISTING CART PATH @ 174717.7180 1312906.8860 82.50 SURVEY SET NAIL IN EXISTING CART PATH APPROX. STA. 6 +95, 8' RT OC 174257.1528 1312473.1909 STA. 0 +00 �D 174760.4010 1312983.0150 87.05 STA. 7 +80 7wP --2i -28pp HORIZONTAL : NAD83 (1991 ADJ) VERTICAL NAVD88 RITE PI ON o 0 \ 40' 20' 0 40' 80' 1" = 40': TEES —Smm— FILTER FABRIC ` \ \ B \ D \\ \ \ x FENCE (TYPICAL) WATER SURFACE ELEVATION PER 2000 AERIAL SURVEY \�\ NOTES: 1. CONTRACTOR SHALL INSTALL ORANGE CONSTRUCTION FENCING BETWEEN THE FAIRWAY AND CONSTRUCTION AREA AND MAINTAIN FENCING UNTIL CONSTRUCTION IS COMPLETE. NO DISTURBANCE IS ALLOWED BEYOND THE CONSTRUCTION LIMITS IDENTIFIED ON THESE PLANS. 2. CONTRACTOR SHALL INSTALL FILTER FABRIC FENCING BETWEEN THE CONSTRUCTION AREA AND RIVER AND MAINTAIN UNTIL CONSTRUCTION IS COMPLETE NO DISTURBANCE IS ALLOWED BEYOND THE CONSTRUCTION LIMITS IDENTIFIED ON THESE PLANS. 3. ALL GRADING SHALL BE APPROVED BY THE CITY PRIOR TO THE PLACEMENT OF TOPSOIL MINOR ADJUSTMENTS TO GRADING CAN BE EXPECTED. 4. ALL FINISHED GRADES, INCLUDING TOPSOIL SHALL BE APPROVED BY THE CITY PRIOR TO PLACEMENT OF SOD. MINOR ADJUSTMENTS TO TOPSOIL CAN BE EXPECTED. D-AM0.3 CHECKED FOR COMPLIANCE RECOtOEFDND FOR APPROVAL TO CITY STANDARDS gy. -Z Data, Data By. Data, Data Dp. Date. Date By. D.I. R ff 1411105111111L 176 F R 2! 6, 2 0 1' 2° TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY o w $�U) Z° W = v ON J IA Q o 3 U n Y -5 O m 1 U a= N 0 U Q IL a in 0 N S it �z � � n z 6s ¢6 y �E�ts €gy c 4 b i E 3 m L Q W Z co o vV Qz ul 3 U0 IL tl p n. odLu v w O 0 q < o v W > -1 w O J IL SHEET: 2 OF. 7 JOB NO.: 01657 DWG: SITEPLAN ("� O ; i-) - 2 'p 9 9 6 3 SCANNED SEP 13 2002 ' V ORANGE CONsTRtJL - FENCING __ - SPa {VRItR �►� ��° I� h'�D � - - 1 �B i ORANGE R -100 _ - - � � 1 - - � / �1 MAPUE � 8G __ _� ��'� 5 J8` _ _ ` ORANGE 60 D Rim 1 — CONSTRUCTION �0�0 q• �� - -_� - `- _ F - FENCING 4YpOp �� ORANGE \ CQNSiRU TIO1N�I MITS. 83 CONSTRUCTION CORTRACTOR-T;01N5 ALL\ �� FENCING LIMIT OF 2001 FIELD \F1CT1 R FABRIC F�1GIN \ JUFCVEtY 111 tDGt VF � \ � \ � \ � � 84 _ _ � \ VEGETATION _ LIMIT OF 2001 FIELD \ SURVEY AT EDGE OF \ ` 81 4 - \ 1 VEGETATION g` - - - - -- - - - - - -- _ Jg ,JB `` -____ _ - - - -- CONSTRUCTION UNITS. — WATER SURFACE ELEVATION` CONTRACTOR TO INSTALL PER 2000 AERIAL SURVEY FILTER FABRIC FENCING. 20' 10' 0 20' 40' CNECKED FOR COI PLUMCE TO CITY STANDARDS Date Date Date o w °� Z �8 -; SHEET: 3 OF., 7 -.. z r Z ° _ BYE Deter 8 Z Bri Date. B7. Date. W z° J CONSTRUCTION NOTES 2 z of O CONTRACTOR SHALL ADJUST EXISTING VALVE BOX, SPRINKLER VALVE, HEAD TO FINISHED GRADE TEST � SPRINKLER SPRINKLER AND LINE FLUSHING SHALL BE REQUIRED UPON COMPLETION OF CONSTRUCTION. m CONTRACTOR SHALL REMOVE AND REPLANT EXISTING TREE AT THE ° DIRECTION OF GOLF COURSE MANAGER AT ALTERNATE LOCATION ON MAPLEWOOD GOLF COURSE ALL TREES LARGER THAN 4'IN DIAMETER ®o' o __ e� g oa`► y SHALL BE REMOVED WITH A TREE SPADE .........:...................:. ... O3 CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT, SEAL JOINT MATH. Y AR4000W THEN APPLY SAND BLANKET TO THE SURFACE JOINT O N r [F N O4 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING PAVEMENT = = 4f p - �+ o OS CONTRACTOR TO USE CAUTION WHEN WORKING AROUND EXISTNG TREE. �" ° NO FILLING OR EXCAVATION BEYOND THAT SHOWN IS ALLOWED. ...:.........:.... .....:...................:..... . ..........:--- ... .. .. .. ... ..... .. ... .. ... ..... ........ ....... .: .. : .. ......:.........':..� ....:..... .: ..... ..... .._... ....... ....... ......� ".... ...... ..... ...... ...... ...... ... .. ... .. ...... .. ___.. ....... ........ O6 CONTRACTOR TO INSTALL NEW CART PATH AS SHOWN. ° ti ° ° a 0 S PP EME NTA a01> s 1. CONTRACTOR SHALL USE PVC PIPE EXTENSION TO RAISE z EXISTING 'RANBIRD' SPRINKLER HEADS TO FINISHED GRADE o THE TOP OF ALL ADJUSTED SPRINKLER HEADS SHAD_ BE as FLUSH WITH THE FINISHED GROUND SURFACE 2. CONTRACTOR SHALL COORDINATE ADJUSTMENT OF SPRINKLER VALVES. HEADS, AND CONTROL BOXES WITH MAPLEWOOD GOLF COURSE a CONTRACTOR SHALL SMOOTH ALL TRANSITION AREAS. SEE TYPICAL SECTION DETAIL ON SHEET 6. f z 4- CONTRACTOR TO LAYOUT CART PATH BASD ON A BEST FIT i USING THE CURVE RADII PROVIDED ON THE DRAWING- 5' -P -a7 -2809 J 4 + ®O CNECKED FOR COI PLUMCE TO CITY STANDARDS Date Date Date 0 1' 2' TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY SHEET: 3 OF., 7 _ BYE Deter 8 Z Bri Date. B7. Date. '''ia o ::::::: ::.......:::.......:::....... ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ....... ....... ....... ....... ....... ....... ....... ....... .--'--. ....... ....... ....... ....... ....... ....... ..... ....... ....... ....... ....... ....... ...--"- -...--- ----- -- ....... ....... ....... ....... ....... ....... ....... ....... .....-- -...... 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IF NOT, SCALE ACCORDINGLY SHEET: 3 OF., 7 _ BYE Deter 8 Z Bri Date. B7. Date. JOB NO.: 01657 DWG: PLAN1 CIS : O - a PQ90 u SCANNED SEP 13 2002 / p ORANGE r\ CINGUCTION FEN A PvRPMIpALI ^e2 i IA_ FIR SFRIN _., 2 cb CONSTRUCTION WITS. Spy CONTRACTOR TO INSTALL �IEPp ORANGE CONSTRUCTION FENCING. 0 vpP�E�R- _ gHEp pIA FR !�q 83 ^^` \ \ \ \ \ 90� \ 88\ DIA. MAPLE R =50 APLE DI 64 20' 10' 0 20' 4V o w °m rn z jig Z O W wZo O U• ' c' O J 'c p n3 Cl); l7) - a PP9 or SCANNED SEP 13 2002 a IN SECTION A - STA. 1+00 88 - PR0PQ5ED I Ci 8RT PAIN II/W. EL �i 3.8) f 88 84 ! 84 I i NF� E 84 Y ANN I Nox7H i i I I 80 I 80 76 - -- - -- - I 1 76 i I I -60 -40 -20 0 20 40 -: 76 0 20 40 6 I -60 -40 -20 0 20 40 SECTION B - STA. 1+50 88 84 80 76 s8 — oseD s cART PA (YN. 83.8) - PR0PQ5ED I Ci 8RT PAIN II/W. EL �i 3.8) f 88 84 ! ar T PATH NF� E 84 84 I Nox7H i 80 I 80 I I 76 - -- - -- - I 1 76 - _._ __. I -60 -40 -20 0 20 40 -: -60 -40 -20 0 20 40 6 SECTION C - STA. 2+50 88 - PR0PQ5ED I Ci 8RT PAIN II/W. EL �i 3.8) f 88 84 ! - NF� E 84 E%ISIIMG DRADe I Nox7H 80 76 - -- - -- - - -_ - -.. - - - -- - -- - _._ __. - 76 -60 -40 -20 0 20 40 60 swp- ?% -289q Alik SECTION D - STA. 3 +50 PROPOSED CART PATH 88 84 80 7G -60 -40 -20 0 20 40 60 SECTION E - STA. 4 +50 88 PROPOSED CART P8A�TH PROPOI ED g I PATH (WIN. EL 8) GRADE I I 84 84 PAV 80 80 II 76 76 -60 -40 -20 0 20 40 SECTION E - STA. 5 +50 PROPOSED CART PATH 88 PROPOSED C CARjf —Fl I 88 PAIN E GRAD DU 84 84 GA T PAngi I 80 I 80 76 76 -60 -40 -20 0 20 40 88 84 80 7C 88 84 80 76 O Z °o SECTION G - STA. 6 +00 A W � PROPOSED CART PATH z8 v 88 0 J -c cp z 84 U) 3 U ° n� 80 76 -60 -40 -20 0 20 40 C, N 1E3 F Y K g o n E.! c -c m Q Q U Of X: Q ° R R Q Q ° SECTION H - S I A. 6 +50 IlL PROPOSED CART PATH o 8H 84 60 PROsmD PAIN CRIME K ! alto (EN. ELiBIa) i I SS EGM A r Or cpfr j84 ' I I ; 80 or ` z _ z, i ! - -60 -40 -20 0 20 40 y w oa�y� _ <0 0 0 N NOTE eo L Pa y o ALL TRANSITION AREAS SHALL BE W SMOOTH. SEE TYPICAL SECTION R e DETAIL ON SHEET 6 FOR 0 y6 Pat � 4b 00 -- ���°ts 0111489906 W Z w 010- _ °C V u , W 3 ' O Q J r- 0 IL 0 us LL. LU ® p-c 0 O M 3v _ ~0 j CHECKED FOR COWLIANCE CO MED FOR APPROVAL z_ IL TO CITY STANDARDS By. Dates A12741,1 Dats BY. Date. to Date, Date BY. Date, SHEET: 5 0 1' 2° OR % TWO INCHES AT FULL SCALE. JOB NO.: 01657 IF NOT, SCALE ACCORDINGLY DWG: SECTION FR 265 CID,- /7� - s jW d SCANNED SEP 13 2002 8 Y SwN ' .2% — 289D NOTES: 1. THE CONTRACTOR SHALL GRADE ALL AREAS TO CREATE SMOOTH TRANSITIONS BETWEEN DIFFERENT GRADES. VERTICAL CURVES HAVE BEEN NOTED ON THE DRAWING TO ILLUSTRATE THIS REQUIREMENT. IT IS NOT NECESSARY FOR THE CONTRACTOR TO DESIGN OR CONSTRUCT VERTICAL CURVES FOR THIS PROJECT. THE CITY RESERVES THE RIGHT TO REQUEST MINOR REVISIONS TO THE GRADING IN ORDER TO ACCOMPLISH A CONTINUOUS, ROLLING SURFACE SUITABLE FOR GOLF PLAY. 2• THE CONTRACTOR SHALL INSTALL NEW 4" CPEP STORM DRAIN PIPE AND 8" PVC SLEEVE TO ORIGINAL LINE AND GRADE AT APPROXIMATELY STA. 7 +20 AS SHOWN ON SHEET 4. R 17 6 UNDISTURBED GROUND ELEVATION VARIES TYPICAL SECTION NOT TO SCALE 8' 2' COMPACTED ASPHALT CONC. PAVEMENT (ACP) CLASS 'B' SLOPE 1 TO 2.w FOR DRAINAGE 6' COMPACTED DEPTH - - TOPSOIL TYPE 'A' o STRUCTURAL FILLoo FOR CART PATH 4' COMPACTED DEPTH CRUSHED SURFACING TOP COURSE CART PATH SECTION NOT TO SCALE CHECKED FOR COMPLIANCE RECOMMENDED FOR APPROVAL TO CITY STANDARDS Date By.� Data Date By. Data 0 1' 2' Date By, Data TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY o rn 84 wag z cis: z a, W z° =3 E" � Z �3 U ° S1 z -'s r t 3 -i o c vi z Ea o a LLI a Lj Q 0 U 0 o < °a < e 0 z 0 s rc ! Iz 1 m a� e oz is �y Q N L $4 tox t } P � s` - ��� 04 W z OR x vV W3 �-2 m Q �p Ill (p Is LL W Z 00 R ®� ®m z 3p Lu J9c 0 I IL to SHEET: 3 OR T JOB NO.: 01657 DWG: DETAIL? C'` '''' -? y L. SCANNED SEP 13 2002 a � U ti 0 FINISHED GRADE OR SUBGRADE TREE AS SPECIFIED BACKFlLL MATERIAL N CONSISTING OF STRUCTURAL FILL FOR CART PATH W Z WIRES AND RUBBER HOSE AT 3 POINTS SPECIAL PRECAUTIONS TO dik PROTECT PIPE TO THIS LEVEL g a o �Ik (2) 2 "x 2 "x 8' -0" TYPICAL STAKES 4' FLEXIBLE PIPE WITH WATERING BASIN II— 8" PVC SLEEVE =W BREAK SIDES OF GRAVEL BACKFlLL FOR PIPE BEDDING S?B3 PLANT PIT TO ALLOW FOR BETTER ROOT m� TOP SOIL AS SPECIFIED $ PENETRATION I f 1' -0" MINIMUM COMPACTED TOP m t SOIL UNDER ROOT BALL 1 VARIES NOTES: FOUNDATION MATERIAL AS REQUIRED 1. PLANT ALL TREES SUCH THAT FINAL SOIL LEVEL IS 25' ONE INCH HIGHER THAN NURSERY SOIL LEVEL. 2. TAKE CARE TO AVOID ROOTS NTH STAKES 3. PLANT PIT 3' -0" 0 OR 1' -0" LARGER (ON ALL SIDES) THAN ROOT SPREAD, WHICHEVER IS GREATER. TREE REPLACEMENT AND STAKING DETAIL TRENCH SECTION - FLEXIBLE PIPE NOT TO SCALE NOT TO SCALE CART PATH (SEE DETAIL THIS MEET) 6" COMPACTED TOPSOIL TYPE "A ". ALL FINISHED GRADES ARE TO TOP OF TOPSOIL 10' VC 2, I - 2. 10' VC MIN. �` �,,,o� MIN_ `5% -;7A—RS- 5x. 10' VC SOD MIN. STRUCTURAL FILL 0 -5' _ y_ 1 VARIES 1 g FOR CART PATH j VARIES NOTES: 1. THE CONTRACTOR SHALL GRADE ALL AREAS TO CREATE SMOOTH TRANSITIONS BETWEEN DIFFERENT GRADES. VERTICAL CURVES HAVE BEEN NOTED ON THE DRAWING TO ILLUSTRATE THIS REQUIREMENT. IT IS NOT NECESSARY FOR THE CONTRACTOR TO DESIGN OR CONSTRUCT VERTICAL CURVES FOR THIS PROJECT. THE CITY RESERVES THE RIGHT TO REQUEST MINOR REVISIONS TO THE GRADING IN ORDER TO ACCOMPLISH A CONTINUOUS, ROLLING SURFACE SUITABLE FOR GOLF PLAY. 2• THE CONTRACTOR SHALL INSTALL NEW 4" CPEP STORM DRAIN PIPE AND 8" PVC SLEEVE TO ORIGINAL LINE AND GRADE AT APPROXIMATELY STA. 7 +20 AS SHOWN ON SHEET 4. R 17 6 UNDISTURBED GROUND ELEVATION VARIES TYPICAL SECTION NOT TO SCALE 8' 2' COMPACTED ASPHALT CONC. PAVEMENT (ACP) CLASS 'B' SLOPE 1 TO 2.w FOR DRAINAGE 6' COMPACTED DEPTH - - TOPSOIL TYPE 'A' o STRUCTURAL FILLoo FOR CART PATH 4' COMPACTED DEPTH CRUSHED SURFACING TOP COURSE CART PATH SECTION NOT TO SCALE CHECKED FOR COMPLIANCE RECOMMENDED FOR APPROVAL TO CITY STANDARDS Date By.� Data Date By. Data 0 1' 2' Date By, Data TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY o rn 84 wag z cis: z a, W z° =3 E" � Z �3 U ° S1 z -'s r t 3 -i o c vi z Ea o a LLI a Lj Q 0 U 0 o < °a < e 0 z 0 s rc ! Iz 1 m a� e oz is �y Q N L $4 tox t } P � s` - ��� 04 W z OR x vV W3 �-2 m Q �p Ill (p Is LL W Z 00 R ®� ®m z 3p Lu J9c 0 I IL to SHEET: 3 OR T JOB NO.: 01657 DWG: DETAIL? C'` '''' -? y L. SCANNED SEP 13 2002 a � U ti 0