Agenda — Roseville City Council, August 17, 2022 (part 7 of 8)

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MATCHLINE F - REFER TO SHEET L4.7 MATCHLINE N - REFER TO SHEET L4.14 GRADING PLAN 1"=20'-0" L4.6 GRADING PLAN L4.1 L4.2 L4.3 L4.4 L4.5 L4.8 L4.9 L4.11 L4.12 L4.13 L4.14 L4.6 L4.7 L4.10 • • • Li,J==-U==-U==- • ---r------------------------------------------ 1 -------------- I I I I I ==i: I I I I f'. "• '- L ® I 11-....i.- l I I ' t _______ J I L () ~ 1111111111111111111 - 1111111111111111111111111111111111111111111111111111111111111 ·; ~'"' - I {If = - -\\~ ~ I --i 0 ,. ..... ___,- 11111111111111 - 0 0 II 111111111111111111!1111 !l1i.t'!'llllllllllllll~IIIIIIII L LL LL 0 a.. 0 Cl ---- 1 =------:: :-----::: IIIIIIIIU 611111111 =-7!t -=--=--=-~J'-.-_ -_ -_ -_ -_ -_ -_ -_--- , _______________________ _ I I ', I I I I --- _- I fd -~ ~:._ ------+----- --------------~-------~-=-~---------------------------------------- L L ~~---~------~"~6, rn '" rn --------®----------------- j ------------------ --------------------- ____ " __ _ 1/j __J i§ I~ f' "6 '. L ® t i J~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' --- 1------ - - - M.3--- - - - 0 1 I I I I I I L• '%,. I -----~ ---- i" -----~ I \..------ I -------0------1 __ -j 1--- --------- 1 --:roe ---- + 102.1 VERDE DESIGN LANDSCAPE ARCHIT!CTURE CIVIL E!;GINEERING SPORT PIAlt'llNG & DESIGN 1843 Iron Poht Rd. Suite 140 Folsom, CA 95630 tel: 916.415.6554 I= 916.415.6525 www.VerdeDesignlnc.com

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MATCHLINE U - REFER TO SHEET L4.14 LIMIT OF WORK GRADING PLAN 1"=20'-0" L4.13 GRADING PLAN L4.1 L4.2 L4.3 L4.4 L4.5 L4.8 L4.9 L4.11 L4.12 L4.13 L4.14 L4.6 L4.7 L4.10 I I - 1 I I ·-----1 - l j I I I I I I I I ! •1 .,---.. . .,, f9 -- -- ,,. - I "<(, .... / \ ,, i ,' I ,! /v_,, , I I I 11 I I I I I I I 11 I I I I I I 'N I' I I I I I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I . I I I I ~ , / ®® -~~ \ / --..!..----r----------------------------------------------------------1----~--------------~-------= -------~-------l~---- \ ' QJ e re 1 I I I I I ·-•IE)le;l'.; @l===il: L L L L L -j._ _ _, ---------- 1 --10,2 ---- + 102.1

VERDE DESIGN
LANDSCAPE ARCHIT!CTURE

CIVIL EI-IGINEERING
SPORT PIAlt'llNG & DESIGN
1843 Iron Poht Rd. Suite 140
Folsom, CA 95630
tel: 916.415.6554
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www.VerdeDesignlnc.com
FG 0.65%
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LIMIT OF WORK LIMIT OF WORK MATCHLINE N - REFER TO SHEET L4.6 GRADING PLAN 1"=20'-0" L4.14 GRADING PLAN L4.1 L4.2 L4.3 L4.4 L4.5 L4.8 L4.9 L4.11 L4.12 L4.13 L4.14 L4.6 L4.7 L4.10 •• ·~ _l .. ~' : = .P;,0 .,_r:::,<;;:,':,., - -------- ---- ----- ---- ----- - - ---:- -:..------- ------------------------- -- -- - -- - -- ---- --,,::0] ---- ---- ,·•--- ---I =s -------~ ----- -"------- • ....._..____ ~----- - - --- - ~======-~ 0, '¥7 /;, ' - I I I I . (d) NI\/~ NOISSl~SNVl:ll S\f;J 31:lnSS:31:ld H:JIH ,,al ()..r:o> . - ISSIViSN\/ill S\f;J 3i:JnSS]l:ld HrnH .,Ol --------- I ~, ,,=J ;~'~B :::··· 0 -e··········· e-~ - -C) ···· 0 6"-., ,.,.-· ,,, , 0 0 0 0 0 0 0 0 ., --- ;j T------------------- 7 : I ______ I ___ j ' L-------------------------j=--------J : --"~.J I/ \ e / * I I I ,,. <, ', ,,. ' <c ', ' 6 ' 7 I I I I I I I I 7 I ' I I I I I I I ~--------------~---~-------~----~~------------~ _J L ~. ~- \ 6 '---..,___;.,,, \ .. , \\ <,, ----- I ,, } / I I - I I I I .. ~----------------------------------i I I I _____ I L __ F _______________________________ J '- 6 \;<'< ., , ___ --"-~--~~>/" _ .. ,-< () - - --!1---'Tv - () • • • • ::,. . • • -• - I I . (d) Nie, N11SSIOSN\: SVO 301 : ~'-+-__j_' _...;I;-- • I • • I • • I • • I • • I I I I. • • I • • I • • I • • I • • I • • I • • I • • I -j.__J --------- 1 --10,2 ---- + 102.1 VERDE DESIGN LANDSCAPE ARCHIT!CTURE CIVIL E!;GINEERING SPORT Pwt-llNG & DESIGN 1843 Iron Poht Rd. Suite 140 Folsom, CA 95630 tel: 916.415.6554 I= 916,415.6525 www.VerdeDesignlnc.com

WETLAND HIGH WATER LINE WETLAND HIGH WATER

LINE SETBACK

WETLAND SETBACK

WETLAND HIGH WATER LINE

WETLAND HIGH WATER

LINE SETBACK

WETLAND SETBACK

WETLAND SETBACK WETLAND SETBACK

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WETLAND HIGH WATER LINE

WETLAND HIGH WATER

LINE SETBACK

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1843 Iron Poht Rd. Suite 140
Folsom, CA 95630
tel: 916.415.6554
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www.VerdeDesignlnc.com

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ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. B, C LD1.1 DETAIL NUMBER SHEET NUMBER NIBCO GATE VALVES 2" AND SMALLER SHALL BE NIBCO T-113 LF. FOR VALVES ABOVE 2" IN SIZE UTILIZE NIBCO F-619 FLANGED VALVE WITH SQUARE OPERATING NUT. SYM DESCRIPTION -- SANITARY SEWER LINE PERFORATED SUBDRAIN LINE B, C LD1.1 B, C LD1.1 OLD1.1 R LD1.1 QLD1.1 P LD1.1 H LD1.1 MLD1.1 PERF SS SD SOLID WALL STORM DRAIN SANITARY SEWER CLEANOUT DOM DOMESTIC WATER LINE SANITARY SEWER MANHOLE CLEANOUT LANDSCAPE PLANTER JUNCTION BOX, SIZE PER PLAN CATCH BASIN, SIZE PER PLAN CATCH BASIN, SIZE PER PLAN CLEANOUT IN HARDSCAPE CLEANOUT IN SOFTSCAPE CLEANOUT IN SYNTHETIC TURF E LD1.1 J LD1.1 NLD1.1 GLD1.1 I LD1.1 ABCD(E) CB INVLF LINEAR FEET S=0.5% MIN. MINIMUM EXISTING CATCH BASIN INVERT SLOPE RIM RIM ELEVATION CO CLEANOUT N, S, W EA, NORTH, SOUTH, WEST, EAST CURB INLET ENERGY DISSIPATOR GLD1.2 DOMESTIC WATER POINT OF CONNECTION. CONTRACTOR TO VERIFY LOCATION PRIOR TO INITIATING DRAINAGE IMPROVEMENTS. DOMESTIC WATER CONNECTION TO DRINKING FOUNTAIN. SANITARY SEWER POINT OF CONNECTION. CONTRACTOR TO VERIFY LOCATION AND INVERT PRIOR TO INITIATING DRAINAGE IMPROVEMENTS. ANY DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING. 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1843 Iron Poht Rd. Suite 140
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SDSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM RIM 98.19 98.58RIM 98.57RIMRIM 98.18 RIM 97.55 RIM 97.95 97.95RIM 97.55RIM RIM 98.10 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP DRAINAGE & UTILITY NOTES 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. B, C LD1.1 DETAIL NUMBER SHEET NUMBER NIBCO GATE VALVES 2" AND SMALLER SHALL BE NIBCO T-113 LF. FOR VALVES ABOVE 2" IN SIZE UTILIZE NIBCO F-619 FLANGED VALVE WITH SQUARE OPERATING NUT. SYM DESCRIPTION -- SANITARY SEWER LINE PERFORATED SUBDRAIN LINE B, C LD1.1 B, C LD1.1 OLD1.1 R LD1.1 QLD1.1 P LD1.1 H LD1.1 MLD1.1 PERF SS SD SOLID WALL STORM DRAIN SANITARY SEWER CLEANOUT DOM DOMESTIC WATER LINE SANITARY SEWER MANHOLE CLEANOUT LANDSCAPE PLANTER JUNCTION BOX, SIZE PER PLAN CATCH BASIN, SIZE PER PLAN CATCH BASIN, SIZE PER PLAN CLEANOUT IN HARDSCAPE CLEANOUT IN SOFTSCAPE CLEANOUT IN SYNTHETIC TURF E LD1.1 J LD1.1 NLD1.1 GLD1.1 I LD1.1 ABCD(E) CB INVLF LINEAR FEET S=0.5% MIN. MINIMUM EXISTING CATCH BASIN INVERT SLOPE RIM RIM ELEVATION CO CLEANOUT N, S, W EA, NORTH, SOUTH, WEST, EAST CURB INLET ENERGY DISSIPATOR GLD1.2 DOMESTIC WATER POINT OF CONNECTION. CONTRACTOR TO VERIFY LOCATION PRIOR TO INITIATING DRAINAGE IMPROVEMENTS. DOMESTIC WATER CONNECTION TO DRINKING FOUNTAIN. SANITARY SEWER POINT OF CONNECTION. CONTRACTOR TO VERIFY LOCATION AND INVERT PRIOR TO INITIATING DRAINAGE IMPROVEMENTS. ANY DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING. SANITARY SEWER CONNECTION TO DRINKING FOUNTAIN. DOMESTIC WATER CONNECTION TO BUILDING. SANITARY SEWER CONNECTION TO BUILDING. STORM DRAIN POINT OF CONNECTION. CONTRACTOR TO VERIFY LOCATION AND INVERT PRIOR TO INITIATING DRAINAGE IMPROVEMENTS. ANY DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING. EFG DRAINAGE & UTILITY LEGEND A LD1.1 H DOWNSPOUT CONNECTION B LD1.2 F LD1.2 BOTTOM OF BIORETENTION AREA 0' 10' 20' 40' 80' NORTH DRAINAGE AND UTILITY PLAN1"=20'-0" L5.14 DRAINAGE AND UTILITY PLAN MATCHLINE O - REFER TO SHEET L5.7 MATCHLINE U - REFER TO SHEET L5.13
LIMIT OF WORK LIMIT OF WORK MATCHLINE N - REFER TO SHEET L5.6 L5.1 L5.2 L5.4 L5.5 L5.8 L5.9 L5.11 L5.12 L5.13 L5.14 L5.6 L5.7 L5.10 L5.3 • • I I I I • ------ ---- ------ ------ ----- - -------- - - ---:- -:..------- - - ------------------------- --- _, • I , (d) NI\/V1 llOISSl~SN'f!Jl S\>'3 J!JASSJ1:ld 119111 ,,el ISS -_=J ~o o ~o o ~u oo e,~ .. ,,_-_ -------------- ., I • !'· , -:- 0 0 0 0 0 0 O 0 --- 0 ------------ 0 --- I I I Ii ,-------------------- 7 I -- -- -- -- -- -- -- I I I I _____ I L ________________________ 4 _________ J __ ,._. I/ I ! I I • - - t 'i' . ' -- -- ---1.. 7 ~@Vi~.,~-- r---- 7 ,---------------------------------- cc, --! --! i -- -- -- i --: --==----== -- -- -- -- I : ~--------------~----~~------~L---~~------------J L __ F ________________________________ J '- . . • • • ::,. - 0 ~/",/ __ I o I • • I • • • • • ' ' ~" ~- \ '----'----- J / \ ,,, ~'\ \, \, "" ,, I ,, - 0 ,,, 0 - 0 - ®f--- - --- =-=-=--==---- ,-• • --• • I • • I • • I • • I • • I • • I • • I • • I • • I • • I • • I • • I • • I • • I • • I__ I__ r I I - - . -:' - - - - - - - - - - - - ---@@>-- - - - - - - - - - - - "" /\ I i ;, '- ________ __j_ _ --' l I--~ :sz • I' \ I : ' -- . ----~ --------•;----------------------,. ---• 1·· -------..........--.c. ----......... -......... -................... ------. -----------------------~ --------••'• ----... -~, f " • - - - - - - - - - - - - - - - - - · : • ·1 ---¥--'>I'.----'><-----'><--'-.,-'--_ -= - -- ....: "'-,., >-. ~~ , - '\( '\( '\( '\( '\( '\( '\( '\( '\( '\( • )(I. ) ,) ,'li ) , I ) , .l '\( le ) , ) , ) "" , , , v '\( '\( l 'I( '\( '\( '\( '\( '\( '\( '\( '\( \ '\( '\( 1 (- 1 i 8 8 !eel 8 lg 8 8 8 8 0 8 8 8 • 8 8 8 8 8 0 0 0 0 0 0 0 0 8 VERDE DESIGN LANDSCAPE ARCHIT!CTURE CIVIL E!;GINEERING SPORT Pwt-llNG & DESIGN 1843 Iron Poht Rd. Suite 140 Folsom, CA 95630 tel: 916.415.6554 I= 916.415.6525 www.VerdeDesignlnc.com

WETLAND HIGH WATER LINE WETLAND HIGH WATER

LINE SETBACK

WETLAND SETBACK

WETLAND SETBACK WETLAND SETBACK WETLAND HIGH WATER LINE

WETLAND HIGH WATER

LINE SETBACK

WETLAND SETBACK WETLAND SETBACK

WETLAND SETBACK

WETLAND SETBACK WETLAND SETBACK

WETLAND

WETLAND HIGH WATER LINE WETLAND HIGH WATER

LINE SETBACK
N 23+00
N 22+00
N 21+00
N 20+00
N 19+00
N 18+00 E 998.92 N 2290.01 EBE 1145.74 N 2291.25 EB E 1145.24 N 2216.87 EB E 1108.24 N 2216.88EB E 1104.81 N 2209.64EB E 999.42 N 2199.63EB E 1070.98 N 2224.06EB E 1071.84 N 2215.60EB E 1019.28 N 2193.82EB E 1027.01 N 2190.03PC E 1023.72 N 2185.00 PCE 1060.78 N 2156.01PC E 1056.19 N 2152.09PC E 1139.90 N 2158.50PC E 1134.58 N 2152.59PC E 1154.22 N 2118.69PC E 1148.41 N 2085.63PC E 1144.07 N 2078.89PC E 1090.34 N 2055.88PC E 1079.97 N 2050.94 PC E 1064.85 N 2033.40PC E 1044.85 N 2031.02 PC E 1078.17 N 2108.78 PC,EP E 1089.76 N 2089.76 PCE 1092.96 N 2094.85 PC E 1088.90 N 2125.59PC E 1084.38 N 2129.53 PC,EP E 1049.20 N 2104.63 PC,EP E 1044.67 N 2100.30 PC E 1052.38 N 2130.03 PC,EPE 1062.91 N 2119.79EP E 1063.15 N 2114.06 EP E 1046.88 N 2098.99 EP E 1030.27 N 2041.36EP E 1028.27 N 2036.59EP E 1008.21 N 2026.38 EPE 1009.87 N 2020.49 EP E 1030.69 N 2031.09EP E 1035.83 N 2029.75 EP E 1061.12 N 2019.64 EP E 1061.17 N 2011.22 EP E 985.64 N 2024.64EP E 986.14 N 2018.66EP E 1064.85 N 1997.88 EP E 1082.21 N 1985.58 EP E 1095.75 N 1985.58 EP E 1102.11 N 1979.23 EP E 1102.12 N 1959.84 EP R6.00
R22.00
R42.00
R46.00
R16.00
R42.00
R34.00
R14.00
R15.00
R34.00
R35.00
R8.00 R38.00 R5.00
R53.00
R12.00
R16.00
R21.00
R31.00
R27.00
R21.00
R69.00
R52.00
R59.00
R67.00
R4.00
R38.00 E 1026.45 N 2040.16 RAD
R21.00
R62.00
R80.00
R86.00
R53.00
R61.00
R4.00
R61.00
R8.00
R13.00 E 1150.45 N 2074.06 PC,EP E 1154.86 N 2080.76EP E 1156.07 N 2079.84 EP,TAN E 1159.12 N 2057.55EP E 1156.84 N 2054.84EP E 1162.90 N 2049.74EP E 1149.07 N 2045.61EP E 1151.76 N 2058.12EP E 1151.25 N 2073.46 EP,TAN E 1141.20 N 2045.57 EPE 1135.65 N 2044.28 EP E 1106.00 N 2041.36 EP E 1096.92 N 2042.10 PC,EP E 1149.07 N 2023.37EP E 1162.90 N 2023.37EP E 1162.40 N 2013.87EP E 1158.40 N 2013.87EP E 1162.40 N 1990.86EP E 1361.32 N 1990.89 EP,TAN E 1346.30 N 1975.88 EP,TAN E 1356.30 N 1965.88 EP,TAN E 1202.59 N 1975.86 EP,TAN E 1192.60 N 1965.86 EP,TAN E 1192.60 N 1959.85 EP E 1292.06 N 1960.35EP E 1292.04 N 1951.86 EP,TAN E 1301.54 N 1942.35 EP,TAN E 1338.73 N 1911.85 EP,TAN E 1314.23 N 1887.94 EP,TAN E 1284.23 N 1917.85 EP,TAN E 1278.23 N 1911.85 EP,TAN E 1278.23 N 1908.85EP E 1296.21 N 1908.85 EP E 1055.19 N 1939.37 BIO,TAN E 1002.90 N 1967.96 BIO,TAN E 1036.89 N 1886.70 BIO,TAN E 1102.12 N 1947.00 EPE 1097.81 N 1941.63 EP E 1073.89 N 1911.85EP E 1073.89 N 1905.85 EPE 1068.39 N 1900.35 EPE 1055.89 N 1900.35 EP E 994.01 N 1943.60EP E 986.05 N 1942.76EP E 978.01 N 2178.06EP E 970.01 N 2177.87 EP E 985.13 N 2321.88EP E 977.20 N 2322.93EP E 990.65 N 2304.42 CP E 1164.79 N 2305.93CP R10.00 E 1361.33 N 1980.89 RAD
R10.00
R31.00
R6.00 E 1284.31 N 1911.77 RAD
R30.00 E 1308.23 N 1911.85 RAD E 1284.23 N 1887.85 RAD E 1301.54 N 1951.85 RAD R28.00
R35.00
R87.00
R30.00
R6.00 E 1040.45 N 1993.50 BIO,TAN E 1030.95 N 1967.08 RAD E 1027.59 N 1960.89 RAD E 1123.47 N 1886.13 RAD E 1104.39 N 1911.85 RAD E 1068.39 N 1905.85 RAD E 1096.62 N 1947.00 RAD E 1202.60 N 1965.86 RAD R6.00
R10.00
R4.00, TYP.

20.00 15.0020.00 19.00 15.00 15.00 15.00

20.00 E 1173.62 N 1971.87 RAD E 1114.40 N 1971.87 RAD E 1158.40 N 1998.37 BLDG E 1158.40 N 2020.37 BLDG E 1095.75 N 1979.22 RAD E 1056.39 N 2019.28 RADE 1032.51 N 2027.53 RADE 1114.40 N 2016.87 RAD E 1124.39 N 2033.79 RAD E 1102.02 N 2048.66 RAD E 1101.80 N 2110.86 RADE 1101.03 N 2111.03 RAD E 1104.99 N 2112.07 RAD E 1115.14 N 2128.65 RAD E 1149.06 N 2138.26 RAD E 1142.67 N 2065.50 RAD E 1146.67 N 2067.20 RAD E 1094.58 N 2052.55 RADE 1073.79 N 2055.08 RAD E 1103.16 N 2015.65 RAD E 1069.99 N 2022.33 RADE 1084.01 N 2008.53 RAD E 1088.71 N 2030.57 RAD E 1124.21 N 2008.38 RAD E 1070.62 N 2138.25 RAD E 1077.62 N 2153.39 RAD E 985.41 N 2114.80 RAD E 981.17 N 2184.82CP E 977.62 N 2194.70EP E 977.56 N 2200.70EP E 981.33 N 2212.65CP E 987.68 N 2322.07CP E 1081.36 N 1993.85 PC E 1137.43 N 2049.19 RAD E 987.01 N 2035.64CP E 989.38 N 2008.43CP E 994.98 N 1954.15CP E 1094.23 N 1997.58 PC E 1091.58 N 2044.40 R61.00 PC R62.00
R71.00 E 1084.78 N 2007.60 RAD
R46.00 E 1109.15 N 2118.82 RAD E 10+00 E 09+00 E 11+00 E 12+00 E 13+00 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE G - REFER TO SHEET L6.8 MATCHLINE A - REFER TO SHEET L6.2

LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON.

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VERDE DESIGN

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

SPORT PLANNING & DESIGN
1843 Iron Point Rd. Suite 140
Folsom, CA 95630
tel: 916A 15.6554
fax1 916.415.6525
www.VerdeDesignlnc.com
N 18+00
N 17+00
N 16+00
N 15+00
N 14+00
N 13+00 CONTROL LINE E 1314.23 N 1782.81 EP E 1296.27 N 1782.81 EP E 1338.31 N 1782.81 EP E 1356.17 N 1782.81 EP E 1036.89 N 1655.39 BIO,TAN E 1028.91 N 1655.06 BIO,TAN E 1056.39 N 1638.86EP E 1068.39 N 1638.86 EP,TAN E 1074.39 N 1632.86 EP,TAN E 1074.39 N 1620.86 EP,TAN E 1068.39 N 1614.86 EP,TAN E 1056.39 N 1614.86EP E 1055.89 N 1497.36 EPE 1068.39 N 1497.36 EP,TAN E 1073.89 N 1491.86 EP,TAN E 1073.89 N 1411.24 EP,TAN E 1103.91 N 1383.36 EP,TAN E 1128.01 N 1383.40 EP,TAN E 1133.51 N 1377.90 EP,TAN E 1133.51 N 1375.40 EP E 1115.51 N 1375.40 EP E 1011.27 N 1751.33EP E 1003.30 N 1750.57EP E 1032.89 N 1655.39 RAD E 1356.16 N 1773.86 EP E 1338.32 N 1773.86 EP E 1338.38 N 1668.86 EP,TAN E 1356.06 N 1642.06 EP E 1368.33 N 1614.86 EP,TAN E 1356.07 N 1611.51EP E 1338.33 N 1584.86 EP,TAN E 1338.33 N 1524.63EP E 1350.33 N 1524.63EP E 1350.33 N 1515.59EP E 1338.33 N 1515.59EP E 1338.32 N 1512.08 EP,TAN E 1340.08 N 1507.83 EP,TAN E 1347.20 N 1500.71 EP E 1346.80 N 1263.46EP E 1339.99 N 1256.65EP E 1357.07 N 1594.98CP E 1370.67 N 1595.02 CPE 1374.66 N 1595.00 CP E 1314.13 N 1353.35 EP,TAN E 1284.12 N 1383.34 EP,TAN E 1278.12 N 1374.90 EP E 1296.23 N 1374.90 EP E 1357.08 N 1524.38CP E 1093.51 N 1363.85 BIO,TAN E 1090.03 N 1368.62 BIO,TAN E 1077.53 N 1374.73 BIO,TAN E 1069.72 N 1370.15 BIO,TAN E 1296.23 N 1416.63EP E 1278.18 N 1416.67EP E 1278.18 N 1413.67 EP,TAN E 1284.18 N 1407.67 EP,TAN E 1314.18 N 1437.67 EP,TAN E 1278.12 N 1377.34 EP,TAN E 1314.18 N 1515.63 EPE 1296.24 N 1515.63 EP E 1314.18 N 1524.63EP E 1296.24 N 1524.63EP E 1314.18 N 1584.49 EP,TAN E 1284.18 N 1614.49 EP,TAN E 1278.18 N 1608.49 EP,TAN E 1278.18 N 1605.76EP E 1296.24 N 1605.76 EP E 1296.23 N 1647.86EP E 1278.23 N 1647.86EP E 1278.23 N 1644.86 EP,TAN E 1284.24 N 1638.86 EP,TAN E 1314.24 N 1668.86 EP,TAN E 1314.23 N 1773.86 EP E 1296.28 N 1773.86 EP R6.00
R31.00
R6.00
R6.00
R30.00
R6.00
R30.00
R6.00
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R6.00
R6.00 E 1368.38 N 1668.86 RAD E 1284.24 N 1668.86 RAD E 1368.33 N 1584.86 RAD E 1284.18 N 1584.49 RAD E 1284.18 N 1437.67 RAD R6.00
R30.00 E 1284.12 N 1377.34 RAD E 1284.13 N 1353.34 RAD E 1284.18 N 1413.67 RAD R5.00
R5.00
R48.00 E 10+00 E 09+00 E 11+00 E 12+00 E 13+00 E 1068.39 N 1491.86 RAD E 1068.39 N 1620.86 RAD E 1068.39 N 1632.86 RAD E 1104.55 N 1414.16 RAD E 1088.51 N 1363.85 RAD E 1074.70 N 1370.61 RAD E 1284.23 N 1644.86 RADE 1284.18 N 1608.49 RAD E 1128.01 N 1377.90 RAD R6.00 E 1344.32 N 1512.07 RAD
R4.00 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE H - REFER TO SHEET L6.8 MATCHLINE I - REFER TO SHEET L6.9 MATCHLINE A - REFER TO SHEET L6.1
MATCHLINE B - REFER TO SHEET L6.3 POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON.

R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.2 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 LL(i C ., L • "L Cc_, Lin u .u C LJ Lo ce:: fr:~ L ' 0 " CZ cQ LL VJ ",:, '"> ". r'-~ Sc ~, 0 '" LU C CJ '" ?"ri "' Cc ~o LL c;,v rt "z " ~6 "u " LL rl "c C z7 .-"" i,S, §~ cs:>-- C7 L" :'i~ (C - z" ','~ -<( ,c, lt'.::J co 0 ,-:; [_ F'=c:: '" ' u: ci' c:H ' . zU LO ,r c:c LL "" c• L n-,,· ocbj Co C1 I <u (;__J rs 7 ., ~, ,.o ~;,' u Le r. C' zc, ., f:::' LL:.,; ,u 5~ c2 "' '". ,,-< ·• '' '.'.:~ (.C "" E: i3 L • '·:J Cl: -- •O:'.-' LL c_l ,. - _g _
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VERDE DESIGN

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

SPORT PLANNING & DESIGN
1843 Iron Point Rd. Suite 140
Folsom, CA 95630
tel: 916A 15.6554
fax1 916.415.6525
www.VerdeDesignlnc.com
t;:
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JULY 2023
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- . -.i:cs---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DRAWING NAME: Y: \Projects-F0\2021\210J800 - Rosevllle 6 Soccer Complex\CA0\_l.AY-RSC.dwg PLOT DATE: 06-24-22 PLOTTED BY: statlon46

BASELINE A BASELINE B
POB
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MATCHLINE C - REFER TO SHEET L6.4 POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON.

R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.3 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 LL(i C ., L . -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L ' 0 ' CZ cQ LL VJ ",:, '"> c, C r'-~ Sc ~, 0 '" LU C CJ '" ?"ri "' [:'. ~o LC c;,v rt "z " ~6 " "u LL rl "c C z7 .-"" i,S, §~ cs:>-- C7 L' :'i~ (C - z" ','~ -<( ,c, lt'.::J co C ,-:; [_ F'=c:: '" ' u: ci' c:H ' zU ' LO ,r cc LL "" CC L n-,,· ocbj Co C1 I <u C _J rs -
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VERDE DESIGN

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

SPORT PLANNING & DESIGN
1843 Iron Point Rd. Suite 140
Folsom, CA 95630
tel: 916A 15.6554
fax1 916.415.6525
www.VerdeDesignlnc.com
t;:
-
--' f;3 8 °" \--==--I ---< Sfgnafure
--tr EXPIRATION DATE: *
JULY 2023
"11; < or -=------. CAll~\J'' ""*
- . -.i:cs--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DRAWING NAME: Y: \Projects-F0\2021\210J800 - Rosevllle 6 Soccer Complex\CAD\_l.AY-RSC.dwg PLOT DATE: 06-24-22 PLOTTED BY: statlon46 N 7+00
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N 2+00 E 1088.79 N 615.00EP E 1081.02 N 608.21EP E 1077.78 N 615.00EP E 1089.40 N 576.43 EP E 1090.13 N 521.92 EP,TAN E 1093.70 N 514.33 EP,TAN E 1088.55 N 508.21 EP,TAN E 1082.64 N 518.97 EP,TAN E 1088.51 N 495.85 EP,TAN E 1093.63 N 489.69 EP,TAN E 1082.58 N 485.38 EP,TAN E 1090.02 N 482.24 EP,TAN E 1078.15 N 230.56 EP,TAN E 1081.31 N 220.86 EP,TAN E 1085.48 N 208.45 EP,TAN E 1075.57 N 215.28 EP,TAN E 1070.39 N 228.12 EP,TAN E 1077.49 N 209.04 EP,TAN E 1357.07 N 696.49 CP E 1357.07 N 672.49 CP E 1357.07 N 567.23 CP E 1357.07 N 543.19 CP E 1357.03 N 480.14 CP E 1357.07 N 456.22 CPE 1357.07 N 435.73CP E 1357.07 N 424.98 CP E 1357.07 N 414.23CP E 1357.07 N 393.49 CP E 1357.03 N 369.44 CP E 1357.03 N 306.40CP E 1357.07 N 282.49 CP E 1357.07 N 177.23CP E 1296.75 N 424.95CP E 1164.42 N 424.96CP E 1103.57 N 424.98 CP E 1132.52 N 281.94 RAD E 1106.10 N 229.67 CP E 1106.10 N 427.31 CP R16.00 R10.00 R10.00 E 1100.13 N 521.99 RAD E 1100.01 N 482.00 RAD E 1106.10 N 619.67CP E 1373.12 N 619.98 CP E 1373.18 N 427.36 CP E 1373.11 N 229.98 CP E 1083.37 N 502.04 RAD R11.00 R16.00 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE K - REFER TO SHEET L6.11 MATCHLINE C - REFER TO SHEET L6.3
MATCHLINE D - REFER TO SHEET L6.5 POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.4 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 LL(i C ., L . -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L ' 0 ' CZ cQ LL VJ ",:, '"> c, C r'-~ ~, ,.o ~;,' u Le r. C' zc, ·• f:::' LL:.,; ,u 5~ c2 "' ,,_ ,,-< ., '" '.'.:~ (.C "" E: i3 L • '·:J Cl: -- ,,:, __ , LL c_l ,- - _g I I I t)~ I I I 1----Q----D-'IG - - i r I • • • D------D------D1 I I - - ... I - - - - - - - - - - - • • - • - • - • - • - • - • - • - • - - - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - - • I ------------------------------------~-r-• I I I I I 1----d----rn ... I I I __ 1 I I I @ '" 0 . \ ' lo ®® @ @ 0 -· - - - - - - -- I 1----+-~-----~-----~ -------~-----+-- ~ -----~~------+-----~------1----~------~----,,:;:i I I I I --1i---H---~-+------t--------t-----+---tf-----+---,c---.--,t----------f---t-------+-------II I---~ I ,, I I I I I I I I 1-~--tf------+-d I I_/' , 1 I I I I I I I I I . I t) t) I I I I I I -(w~ I I • I I I I -- -- I ---1--- --1 I I I I • 1• I I I • I I • I I - I I I I I I I I 0 1 I - I - I I I ~ 1 - --- --- --- --- --- 1 -------- _ _._ __ i------- ---, I . \. . . . .I . . . . . I I \ ----- -- 0 CJ -- _/ - - - - - - \ .... --- -- -- -- -- -- --------------------\ -- ' 0 I I I I I I I • I I I I I I I I I I I -- I I ------- I -------®--- I ----- I / ------- L '('Ji',,-,",, -- -- ,,) '\"'7 v'/', r1 I 01/1/1 '/v'i/2.;' ;17p, •, · ·~' -1 10, O'l:/V 1'31 '08 >IOO'l:181S3M -- I 1 .........._ ......... ......... I VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com t;: - --' f;3 8 ct:\--~==~--,-< i( Sfgnafure * EXPIRATION DATE: JULY 202J "11; < or -=---. CAll~\J'' ""* - ' -.,:cs .. DRAWING ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ NAME: Y: \Projects-F0\2021\210J800 - Rosevllle 6 Soccer Complex\CAO\_l.AY-RSC.dwg .. ------------------------------------------------·---------------------1 PLOT DATE: 06-24-22 PLOTTED BY: statlon46 N 1+00
00+00
S 1+00
S 2+00
S 3+00 E 1123.03 N -367.02EP E 1357.59 N -367.02EP E 1085.14 N -365.83 BIO,TAN E 1085.14 N -343.35 BIO,TAN E 1079.18 N -342.86 BIO,TAN E 1357.06 N 153.27 CP E 1357.06 N 90.23 CP E 1357.07 N 66.22 CPE 1357.07 N 45.73CP E 1357.07 N 34.98CP E 1357.07 N 24.23 CP E 1357.07 N 3.49CP E 1357.03 N -20.56 CP E 1357.07 N -83.60CP E 1357.07 N -107.51 CP E 1357.07 N -212.78 CP E 1357.03 N -236.81 CP E 1357.03 N -299.86CP E 1357.07 N -323.78CP E 1357.07 N -355.02CP E 1357.07 N -344.27CP E 1296.74 N -355.03CP E 1164.41 N -355.02CP E 1111.03 N -355.02CP E 1103.57 N -355.02CP E 1296.74 N 34.98CP E 1164.41 N 34.98 CP E 1103.57 N 34.98 CP R3.00 E 1329.79 N 64.37 RAD E 1373.12 N 31.98CP E 1372.55 N -160.04CP E 1372.62 N -351.95CP E 1106.10 N -351.98CP E 1082.14 N -343.35 RAD E 1095.14 N -365.83 RAD SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE D - REFER TO SHEET L6.4
MATCHLINE F - REFER TO SHEET L6.6 MATCHLINE L - REFER TO SHEET L6.12 POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.5 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 LL(i C ., L - "L Cc_, Lin u .u C LJ Lo ce:: fr:~ L ' 0 C, CZ cQ LL VJ ",:, '"> c, C r'-~ I I I I -- I I I I I I -il I I I I I I I I I I I ___ J _____ _ ---·,-----, I I -- --1- -- I I I - I I -I _J * *• * * * ® ,------------- 1 I c I L * * * * * * () .. t_ - - - - - - - -------------------------------·-- -------------- ---- ---1---~--------------7 : I ' I I I _J * * * * * * * * * * ,--- 1 I I I L * * ' --------------, I I I I ______________ __J • • 0 ---------------------- -- -- -- -- -- -- -- -- -- -- -- * * * * * * * * * * * * 7 ,l -7 - -D- ·-. I : I - - -U- - - I I I I I I I I I ~ , I I I l 0~8lS3M ~-0 ------ DRAWING NAME: Y: \Projects-F0\2021\2103800 - Rosevllle 6 Soccer Complex\CA0\_l.AY-RSC.dwg PLOT DATE: 06-24-22 PLOTTED BY: statlon46 0 ( : I = : -----, I : \ I, : 4'~ 1111111111111 [f,,~ i J ......... ,, i,,j,,,,,. I - -~-~: - 0 0 --------- ------ ---- ---- t. a - -------- ------ • I I I I I I I I I I I I I I I I I I _!. I I I I I I I I I ---.•-. 1 .........._ ......... VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com t;: - --' f;3 8 ct:\--~==~---/ -a i( Sfgnafure * EXPIRATION DATE: JULY 2023 "11; < or -=------. CAll~\J'' ""* S 4+00
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S 8+00 E 1011.44 N -624.41 EPE 1003.34 N -623.75 EP E 1024.49 N -580.55 EP,TAN E 1029.69 N -576.39 EP,TAN E 1034.37 N -568.39 EP,TAN E 1029.54 N -561.51 EP,TANE 1068.24 N -568.39 EP,TAN E 1073.24 N -563.52 EP,TAN E 1063.65 N -576.39 EP E 1076.15 N -576.39 EP,TAN E 1081.15 N -571.39 EP,TAN E 1112.15 N -527.39 EPE 1112.15 N -535.39 EP E 1300.26 N -527.39 EP E 1310.26 N -517.39 EP E 1310.26 N -499.02EP E 1123.03 N -499.02EP E 1312.31 N -535.39 EP E 1343.31 N -566.39 EPE 1356.07 N -566.39 EP E 1356.07 N -640.87EP E 1342.79 N -640.87EP E 1356.07 N -649.87 EPE 1342.79 N -649.87 EP E 1356.07 N -793.38EP E 1342.76 N -793.38EP E 1356.07 N -802.38 EPE 1342.76 N -802.38 EP E 1081.79 N -870.80 EP,TAN E 1075.82 N -865.39 EP,TAN E 1064.15 N -865.39EPE 988.57 N -874.72EP E 975.73 N -858.63EP E 979.94 N -851.97EP E 988.34 N -853.42EPE 997.88 N -823.82 EPE 987.49 N -821.87 EP E 1065.18 N -524.66 BIO,TAN E 1073.73 N -528.46 BIO,TAN E 1101.06 N -513.55 BIO,TAN E 1105.03 N -508.65 BIO,TAN E 1105.03 N -380.83 BIO,TAN E 1100.00 N -375.83 BIO,TAN E 1095.14 N -375.83 BIO,TAN E 1073.54 N -377.09 BIO,TAN E 1329.92 N -524.78CP E 1310.26 N -511.02CP E 1111.03 N -511.02CP E 1357.07 N -801.82 CPE 1318.15 N -802.38 EPE 1304.15 N -802.38 EP E 1318.15 N -854.39 EPE 1304.15 N -856.38 EP E 1298.15 N -874.39 EPE 1292.15 N -874.39 EPE 1286.15 N -868.39 EP E 1286.15 N -862.38EP E 1292.15 N -856.38EP E 1318.15 N -793.38EP E 1304.15 N -793.38EP E 1318.15 N -649.87 EPE 1304.12 N -649.87 EP E 1318.15 N -640.87EP E 1304.15 N -640.87EP E 1318.15 N -588.39EP E 1304.15 N -586.88 EP E 1292.15 N -586.88 EP E 1286.15 N -580.88 EP E 1286.15 N -574.39EP E 1292.15 N -568.39EP R10.00
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R6.00 E 1100.00 N -508.65 RAD E 1075.82 N -871.39 RAD E 1111.65 N -867.87 RAD E 1128.40 N -427.06EP E 1128.39 N -377.06 EP E 1169.39 N -377.05 EP E 1169.40 N -427.05EP E 1179.40 N -427.04EP E 1179.39 N -377.04 EPE 1220.39 N -377.04 EP E 1220.40 N -427.04EP E 1230.40 N -427.03EP E 1230.39 N -377.03 EP E 1271.40 N -427.02EP E 1271.39 N -377.02 EP E 1289.07 N -421.69 BLDG E 1289.07 N -444.35 BLDG E 1297.10 N -405.32 BLDG E 1297.10 N -382.72 BLDG E 1297.10 N -483.32 BLDG E 1297.10 N -460.72 BLDG E 1300.26 N -517.39 RADE 1312.31 N -566.39EP E 1298.15 N -588.39 EP E 1292.15 N -580.88EP E 1292.15 N -574.39EP E 1357.07 N -543.80CP E 1357.07 N -648.70 CP E 1321.02 N -822.37 RAD E 1298.15 N -854.39 RAD E 1292.15 N -868.39 RAD E 1292.15 N -862.38 RAD SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE M - REFER TO SHEET L6.13 MATCHLINE E - REFER TO SHEET L6.5
MATCHLINE F - REFER TO SHEET L6.7 MATCHLINE N - REFER TO SHEET L6.14 POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON.

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VERDE DESIGN

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

SPORT PLANNING & DESIGN
1843 Iron Point Rd. Suite 140
Folsom, CA 95630
tel: 916A 15.6554
fax1 916.415.6525
www.VerdeDesignlnc.com
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S 11+00
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R42.00E 1373.04 N -940.02CP E 989.67 N -1349.38EP SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE O - REFER TO SHEET L6.14 MATCHLINE F - REFER TO SHEET L6.6
LIMIT OF WORK LIMIT OF WORK POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON.

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VERDE DESIGN

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

SPORT PLANNING & DESIGN
1843 Iron Point Rd. Suite 140
Folsom, CA 95630
tel: 916A 15.6554
fax1 916.415.6525
www.VerdeDesignlnc.com
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DRAWING NAME: Y: \Projects-F0\2021\210J800 - Rosevllle 6 Soccer Complex\CA0\_l.AY-RSC.dwg PLOT DATE: 06-24-22 PLOTTED BY: statlon46

WETLAND SETBACK

WETLAND SETBACK
WETLAND E 1383.61 N 1961.91CP E 1496.71 N 1962.71CP E 1498.28 N 1670.47CP E 1449.10 N 1670.48CP E 1383.79 N 1670.47CP E 1412.86 N 1937.91EP E 1420.90 N 1937.92 EPE 1412.86 N 1910.91EP E 1438.01 N 1910.91EP E 1438.01 N 1904.91 EP E 1420.91 N 1910.89EP E 1420.91 N 1904.89 EP E 1438.01 N 1897.92 EPE 1412.91 N 1904.91 EP E 1388.79 N 1910.91EP E 1388.76 N 1834.44EP E 1400.77 N 1834.44EP E 1406.77 N 1828.44 EP E 1406.69 N 1806.53 EP E 1495.99 N 1874.13 CMU E 1486.00 N 1874.13 CMU E 1495.98 N 1783.13 CMU E 1485.98 N 1783.13 CMU E 1485.98 N 1802.13 CMU E 1485.99 N 1820.13 CMU E 1485.99 N 1838.13 CMU E 1485.99 N 1856.13 CMU E 1368.38 N 1638.86EP E 1371.06 N 1639.36EP E 1421.06 N 1638.86 EP E 1431.06 N 1648.86 RAD E 1431.06 N 1669.36 EP E 1451.06 N 1670.98EP E 1451.06 N 1648.86EP E 1461.06 N 1638.86 EP E 1711.32 N 1638.86EP E 1711.44 N 1614.86EP E 1386.07 N 1614.36EP E 1689.85 N 1603.72EP E 1692.66 N 1614.36EP E 1433.10 N 1670.48CP E 1388.01 N 1957.87 BLDG E 1438.01 N 1957.92 BLDG E 1433.01 N 1957.93 BLDG E 1493.01 N 1957.92 BLDG E 1485.39 N 1663.36 BLDG E 1485.39 N 1645.36 BLDG E 1419.79 N 1663.36 BLDG E 1419.79 N 1645.36 BLDG R10.00 R10.00 E 1461.06 N 1648.86 RAD E 1421.06 N 1648.86EP E 14+00 E 15+00 E 16+00 E 17+00 E 1711.16 N 1648.99 CONTROL SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE G - REFER TO SHEET L6.1 MATCHLINE H - REFER TO SHEET L6.2 MATCHLINE P - REFER TO SHEET L6.9 LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK
LIMIT OF WORK POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.8 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 LL(i C ., L , -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L - 0 -CZ cQ LL VJ ",:, '"> c, C r'-~ ~, ,.o ~;,' u Le r. C' zc, ., f:::' LL:.,; ,u 5~ c2 "' ,,_ ,,-< ., -- '.'.: (.C "" E: i3 L , '·:J Cl:'· -a:'.-' LL c_l -- - -- - - I --I --I . . • ·----" ' • ' / " I I - • ......................... ······················••1 ...................................• __ , _ _,,/ I ' - (/ .........._/ I \ __ __// I Cl Cl.. :r I D .i I I I I I I :i I I I I I I :i I I I - ::------::----• I I I lj I I • • • • • I /~, !;;I! I \ I ------1--=----+-----+---::..,- --::----:-+-++77~- 1--1--1---+--1+---•::-+-------:::------::-+----~- ---- !!-====!!----I.: "7L___Jl__lL_L_ ½L....'.......l~ ____L________j________\ L II II I • ,-I ....,............._ 0 0 0 0 0 0 0 0 0 0 0 I I :I 0 0 0 0 0 0 0 0 0 0 0 -1():--·• - - - 1111 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,-- - - - • • - - - - - • • • - • • • - - - - - • • - - • • - •.• - - - • • • - • • - - - - - - • • • - ' I I , I I I j • I I ! II/ I I - --- 1 I II) I ----- I • I I • 1 .........._ ) ......... ---- () VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com EXPIRATION DATE: JULY 2023 "11; < -------= or CAll~\J'' ""* _g -_ ' _, "" ~DR~A~V, :N:o:"::NAM:,~.~Y~,,,,,_::;:,J,c=,:,-~F~D~\~20~2~1\2~1::;o:;: ,.:;o:::o•-"."":•:::,::,~::,:;:11,:-::,~'°' ='::~::":eo:::m:p1:: .. ~,~c:A~D\_L ~':A~Y-~R:;s~c'.:,::..::----------------------------------------------------------------------------------------------------------------------------------------.L--------------------------------------------L-------------------.I PLOT DATE: 06-24-22 PLOTTED BY: statlon46 CONTROL LINE E 1385.07 N 1584.23 CP E 1385.07 N 1594.98 CP E 1445.23 N 1594.97 CP E 1577.23 N 1594.97 CP E 1638.57 N 1594.98 CPE 1677.07 N 1594.98 CP E 1712.16 N 1594.98CP E 1638.57 N 1563.48 CPE 1385.07 N 1563.49 CP E 1385.03 N 1539.44 CP E 1638.62 N 1539.44 CP E 1638.62 N 1476.39CP E 1638.57 N 1452.49 CP E 1385.03 N 1476.39 CP E 1385.07 N 1452.49 CP E 1385.07 N 1347.22 CP E 1385.03 N 1323.18 CP E 1638.57 N 1347.21 CP E 1638.62 N 1323.18 CP E 1638.62 N 1260.13CP E 1638.57 N 1236.22 CP E 1385.07 N 1236.22CP E 1385.07 N 1215.73CP E 1385.03 N 1260.14CP E 1679.31 N 1307.90EP E 1678.24 N 1402.13 EP E 1687.36 N 1514.06EP

12.00 TYP. 12.00 TYP.

12.00 TYP.

R160.00
R184.00
R106.00 R136.00 E 14+00 E 15+00 E 16+00 E 17+00 E 1636.03 N 1399.97 CP E 1507.87 N 1472.34 RAD E 1563.33 N 1236.48 RAD SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE I - REFER TO SHEET L6.2 MATCHLINE Q - REFER TO SHEET L6.10
MATCHLINE P - REFER TO SHEET L6.8 LIMIT OF WORK POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.9 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 ~, ,.o ~;,' LJ Cc r. C' zc, ., f:::' LL:.,; ,u 5~ c2 "' ,-_ ,,-< ., '" '.'.:~ (.C "" E: i3 LJ • '·:J Cl:'· -a:'.-' LL c_l 11,~ 1111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111' l'l'l'l'l'l'l'l'l'l'l'I 'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l'l',111'1' l'I I l - - - - - - _____,,_ - -- _______,_ - ____,, I I I --H· •• ~, I • I • I () I I I I I I I I I I I I I I I I : () , \ :A.~--t==----__j: l============-11-----+---__l_-------l-- l I I • I I I • I I I • I I • I I I • . I I I I I . I I I ·------ ------- -------------------1 , ---- ------ I I I I I ------------------------ , I I 0 :() I I - ~\:------- • 0 1. I - -- -1------------------------------- : - -- , \J I I I I I ;~, I I I I I I I I ti I :i I I I I I I I •i I I I I I I I :i I I !-I I I :i I I I I I I I I I I 1 .........._ ......... VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com EXPIRATION DATE: JULY 2023 "11; ...__.... < or CAll~tff- ,- - _g - . ,., "" ~DR~A~V,~N~G]N:AM:E~,:Y[,~\e..~oj,c;t=•-~F~D?\~2og:2g1~\2f,t~D~JB:o~o:-~•~o;,~1:11,:-:;,":Soc ::',~~::":eo:::m;p1: .. ~\~c:A;D\_L W~A~Y-~R~S~C~.d:w;g----------------------------------------------------------------------------------------------------------------------------------------l--------------------------------------------L-------------------J PLOT DATE: 06-24-22 PLOTTED BY: statlon46 E 14+00 E 15+00 E 16+00 E 17+00 E 1638.57 N 1204.98 CP E 1638.57 N 1173.48 CP E 1638.62 N 1149.44 CP E 1577.23 N 1204.98 CPE 1444.90 N 1204.98 CP E 1385.07 N 1194.23 CP E 1385.07 N 1173.49 CP E 1385.03 N 1149.44 CP E 1385.03 N 1086.39 CP E 1385.07 N 1062.49 CP E 1638.62 N 1086.39 CP E 1638.57 N 1062.49 CP E 1638.57 N 957.21 CP E 1638.62 N 933.18 CP E 1638.62 N 870.13 CP E 1638.57 N 846.22 CP E 1638.57 N 814.98CP E 1577.23 N 814.98CP E 1444.90 N 814.98 CP E 1393.04 N 814.96CP E 1385.08 N 825.77CP E 1385.08 N 804.27 CP E 1385.07 N 783.49 CP E 1385.03 N 759.44 CP E 1638.57 N 783.48 CP E 1638.61 N 759.54 CP E 1385.07 N 957.22 CP E 1385.02 N 933.18 CP E 1385.03 N 870.14CP E 1385.07 N 846.22CP E 1684.36 N 787.06EP E 1680.73 N 939.67 EP E 1679.66 N 1075.06EP E 1684.80 N 1174.87 EP

12.00 TYP.

12.00 TYP. R141.00
R200.00
R272.00
R224.00 E 1635.52 N 812.05CP E 1385.07 N 1204.98 CP E 1636.01 N 1009.99 CP SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE J - REFER TO SHEET L6.3 MATCHLINE Q- REFER TO SHEET L6.9
MATCHLINE R - REFER TO SHEET L6.11 LIMIT OF WORK POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.10 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 LL(i C ., L - -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L ' 0 ' CZ cQ LL VJ ",:, '"> c, C r'-~ ~, ,.o ~;,' u Le , . r· zc, -, f:::' LL:.,; ,u 5~ c2 "' ,,_ ,,-< _, '" '.'.:~ (.C "" E: i3 L - '·:J Cl: -- •O:'.-' LL c_l ,- - -. I I I I I I ------•----- - I - - ---------------- I T I I - I I -I I I I I I -I I I -__ ! ___ --- -- -- -- -- -- -1 -- -- -- -- -- - ---_::~-~=~-+-~, ~-==;:_:_::__---- ------------ ___ -_--_--_--_LI-_~- ---------_- _ :__~ ---... ----------------------------------- r -- -- - ! -t---- --- -------------~--1___::=====1===-=--- 0 ~······:~ ~······=-------==t~=-~0=--- - _L__====-~--C(::---- 0--------------0 : ( ! () Ii O ~) ! I / I / I I I ----0 1 - ........ ·'c ..... ·~ ~---- o-1 ,~'==~=='~\~~~~~~:::::::::::::::::=::::::1;==: ==1>(:i• C,~l;===;== i :::::::::::=:::::::::::::::::=:::::::::::1~=!'=~1 ! ~ =31J===-e=='""'=====()=:~i==,:::J'.,c ==::::::i\11= '-= ---=_ 3_•==G-! I ,, I I I I - - - - - - - - - - - - - - ,---~:---1----11~~:--~111 · -------------~: ~--~---- -~------------------------J ~---~---------------------1------~:--- ,/ I I \,._ ,/ I : I ~I - -+hil l : : ---.-1 I I I I I :0-- 7 ~ --------+'~-----.!--j."----------1 I I I - ' .<_.· --_a""~--=-~- ' I I I I/ I I • I I I I ''----------'® ·®'--4--------41 I I I " I @@ I I I /1 I I I I 'I \ \ () I I I • I I I I I I I I I I I I I I I I I .. - - - - - - - 1 1 1- - - - - 1- - - ... - - - - - - ... ..: I - - _._ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L• - - - - - - - - - - - - -i-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' I I I I I 1 .......__ VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com _g - ' • ., cs ~DR;A~V,;N~G~N;A:::M-::E,3Y,\\P,- ;oj,c;;t,::-~FnD\~2;0';'.21~\~21~D~JB;;D;D:-1Ro;,;~:111::,-:,:-::: Soc,::~~eo:m~p:::1, \IC;:A~D\_L~A~Y-~R~S~C.:dw~g;------------------------------------------------------------------------------------------------------------------------------.J-----------------------------------------l-----------------_J PLOT DATE: 06-24-22 PLOTTED BY: statlon46 E 1385.03 N 696.39 CP E 1385.07 N 672.49 CP E 1638.61 N 696.49 CP E 1638.56 N 672.49 CP E 1638.56 N 567.22CP E 1638.61 N 543.18CP E 1638.61 N 480.13 CP E 1638.56 N 456.22 CP E 1638.57 N 424.98 CP E 1577.23 N 424.97CP E 1444.90 N 424.98CP E 1385.07 N 435.73CP E 1385.07 N 414.23 E 1385.07 CP N 456.22CP E 1385.03 N 480.14CP E 1385.02 N 543.19 CP E 1385.07 N 567.23 CP E 1385.07 N 424.98 CP E 1385.07 N 393.49 CP E 1385.03 N 369.44 CP E 1385.03 N 306.39CP E 1385.07 N 282.49 CP E 1638.57 N 393.48 CP E 1638.62 N 369.44 CP E 1638.62 N 306.39CP E 1638.57 N 282.49 CP E 1385.07 N 177.22CP E 1638.56 N 177.22CP E 1692.08 N 229.69 EP E 1689.15 N 385.26 EP E 1689.97 N 454.75 EP E 1693.00 N 535.75EP E 1692.64 N 682.06 EP

12.00 TYP.

R497.00
R201.00
R230.00
R566.00 R122.00
R201.00 E 1698.54 N 270.69 EP E 1635.52 N 230.50CP E 1635.52 N 427.88CP E 1635.52 N 619.97CP E 1494.87 N 502.62 RAD E 1576.76 N 268.87 RAD SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE R - REFER TO SHEET L6.10 MATCHLINE K - REFER TO SHEET L6.4 LIMIT OF WORK MATCHLINE S - REFER TO SHEET L6.12 POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.11 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 LL(i C ., L . -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L • 0 C CZ cQ LL VJ ",:, '"> CC r'-~ ~, ,.o ~;,' u Le r. C' zc, ., f:::' LL:.,; ,u 5~ c2 "' '". ,,-< ., ., '.'.:~ (.C "" E: i3 L • '·:J Cl: -- •O:'.-' LL c_l .- - ---• . I I I I I • I I • I I I I ' 1 f -I I I I ---- • I ~, 1 ---------o ------e--------- o-~-----------e -e-------------0 ---------0--------- 0--------------0 -e-------------0 --------0------ 0--------- 1 ° o o i:_, o - 0 _ 1 -~ _ o_ o ~ --· ,_.,,,, Ht---+ ,1---i 1(eeaaeeee=1e11e==31Ji:=========, ===.=jl=~,====:::!,~======:::::l\11e==_~.,_=_=_at_1= == 1 / , ______ __ I_• __ ~_ J~"J----j H H H H ~'7= _____ -~ ___________ 7 I I I I rg]' I I ~-- I I I I I i I I I I I I I I I I I I I I I I I I I I 1: : : --------------~---~: _______ ~,~~-- -------------- _: : I I ~------~-----------------t------t--J ~- -- _________________ J I I I I • I I I I I I I -• • ' - --~-. ,,,,,,,. lc_-------!-------------1--1---1 / I - I I I ---•---~-+------J-- 1 ® ® () I I./ . I I I I I I I I I I I I I I I . ----~- ~~~--- ® ® -I -I I I I I I I- - I -I ----.------ I - (J -----!---{ . :) I .. \ i • I - --- --- 1 I I I I I I I L----~--------1---- 11~-- I I I I I I I I I I - •--- 1 ___ ___ ___ --- ____ ---= ____ ---~ ---- ____ ____ --- ---, I I -~~-Fl----------! _______ :: __ :-__ :-__ :-__ :-_~ __ :-_ _._. ________________ ____ !. ___ f-~--~-=--~ ---··--~---------------~~+---------------~--- 1 .........._ ......... VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com _g - . -.i: cs ~DR;A~V,;N~G~N;A:::M-::E,3Y,\\,,,. ;oj,c;;t,::-~FnD\~2;0';'.21~\~21~D~JB;;D;D:-1R,;,;~:111::,-:,:-::: Soc,::~~eo:m~p:::1, \IC;:A~D\_L~A~Y-~R~S~C.:dw~g;------------------------------------------------------------------------------------------------------------------------------.J-----------------------------------------l-----------------_J PLOT DATE: 06-24-22 PLOTTED BY: statlon46 E 1385.07 N 153.27 CP E 1385.07 N 90.23 CP E 1385.07 N 66.22 CP E 1385.07 N 45.73CP E 1385.07 N 34.98CP E 1385.07 N 24.23 CPE 1385.07 N 3.48CP E 1385.03 N -20.56 CP E 1385.03 N -83.61CP E 1385.07 N -107.51 CP E 1385.07 N -212.77 CP E 1385.03 N -236.81 CP E 1385.03 N -299.86CP E 1385.07 N -323.78CP E 1385.07 N -344.27CP E 1638.57 N 34.98CP E 1638.57 N 90.22 CP E 1638.56 N 66.22 CP E 1638.57 N 153.27 CP E 1638.57 N 3.48CP E 1638.62 N -20.56 CP E 1638.62 N -83.61 CP E 1638.57 N -107.51 CP E 1577.23 N 34.98CP E 1444.90 N 34.98CP E 1638.57 N -212.78 CP E 1638.62 N -236.82 CP E 1638.62 N -299.87 CP E 1638.57 N -323.78 CP E 1702.50 N -177.22 EP E 1697.45 N -101.77 E 1693.92 EP N -9.09 EP E 1695.14 N 131.52EP

12.00 TYP.

12.00 TYP. R371.00
R170.00
R137.00
R712.00 E 1635.52 N -160.03 CP E 1635.52 N 32.05 CP E 1568.17 N -148.32 RAD SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE L - REFER TO SHEET L6.5 MATCHLINE S- REFER TO SHEET L6.11
MATCHLINE T - REFER TO SHEET L6.13 LIMIT OF WORK POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.12 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 ~, ,.o ~;,' LJ Cc r. C' zc, -, f:::' LL:.,; ,u 5~ c2 "' '". ,,-< _, co '.'.:~ (.C "" E: i3 LJ - '·:J Cl:'· -a:'.-' LL c_l I - I .. I I I I I I I - -I I I I I =-==--=---=---- • - ------e---. -------- , -- "' 1--- ------l~ ' l I I ' I ' ' ' ' ' ' - c ' ' ' ' ' I - ~ l ----- ~---------- ,r - ., -----------17- . \uo . ~. \..:_)(·--. I - -I I I I I I -I I I I ,~, 1 0 0 I ' --- I~ I : I -/ -- '=31'==1:•=~,=====;;;::;JF";;:i===c1'i-/====_=_=_=_=_=_==1_•i== •_=_=_=_=-,~_3_•.,_=_3~•-=f' H H H H H H~~------1~------"'i'~=H· IF.- () I -~ I I I I ~• I -, &> I : I I I i I I I I I I ~=-----J ~-~------~-------------------------- ~--------- ---- ____ : _______________ J L ____ ------------- _J -------------------- -----------------------------------: I \,.,_ j I I I \,"' I I I I I I I l I I I I I I I I I I I I I I I I I I I I I _./·' .• •"-> .,. - ll-------~------------1---1------1-- 1 I I I I I I I I I I I ~ :1~----!b---~-----~---~~-----cc\Jc----~e_~·~- () - " I I I I I I I • I I I :1 I I I I I I I ti I I I I - I - I I 0 •1 I I I " =· // I I I :1 I I I I I I I I I I I I I I I I I I I I I I .r I I - i:------r-===~--t-------r----::_=-=-=-=--~1--f----+-!--+---------------l----------------+------------------l----_j__---- I I I I . : I . . 1• •• ••r• ----- - - - - - - - --------•• - • - ••••• i... I : Eee) \ I 1- "'I"' - - - - - - I - - - - - - - - - - - - - - - - - - - - - • - - - - - - •II!'• - - - - - - - - - - - - - - - - - - - - - - - - ;z ): ' ' ' ' ' ' I I I - " I ~------~ I - - - - ·-- - - - - - - - • - - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - •• - - - - - - - - - - - - - - - - ---- - - I Eee) Eee) Eee) 1 .........._ .... , VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com EXPIRATION DATE: JULY 2023 "11; < -------- or CAll~tff- ,- - _g - ' _., "" .. ~\~c:A;D\_L W~A~Y-~R~s~c~.d:w;g----------------------------------------------------------------------------------------------------------------------------------------l--------------------------------------------L-------------------J PLOT DATE: 06-24-22 PLOTTED BY: statlon46 E 1385.07 N -365.77 CP E 1385.07 N -355.02 CP E 1638.57 N -355.02 CP E 1577.23 N -355.04 CP E 1444.90 N -355.02 CP E 1385.07 N -386.51 CP E 1385.03 N -410.56 CP E 1385.03 N -473.61 CP E 1385.07 N -497.51 CP E 1638.57 N -386.52CP E 1638.62 N -410.56 CP E 1638.62 N -473.61 CPE 1638.57 N -497.51CP E 1638.57 N -602.78 CP E 1638.62 N -626.82 CP E 1638.62 N -689.87CP E 1638.57 N -713.78 CP E 1385.07 N -602.77 CP E 1385.02 N -626.81 CP E 1385.03 N -689.86CP E 1385.07 N -713.78 CPE 1385.07 N -734.27CP E 1689.18 N -700.06EP E 1683.90 N -608.48 EP E 1696.68 N -371.67EP

12.00 TYP.

R729.00
R159.00 E 1636.01 N -550.02 CP E 1635.52 N -352.03 CP SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE M - REFER TO SHEET L6.6 MATCHLINE T - REFER TO SHEET L6.12
MATCHLINE U - REFER TO SHEET L6.14 LIMIT OF WORK POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.13 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 LL(i C ., L , "L Cc_, Lin u .u C LJ Lo ce:: fr:~ L • 0 • CZ cQ LL VJ ",:, '"> c, C r'-~ ~, ,.o ~;,' u Le r. C' zc, -, f:::' LL:.,; ,u 5~ c2 "' '". ,,-< ,, •• '.'.:~ (.C "" E: i3 L , '·:J Cl:'· -a:'.-' LL c_l ,- - _g 11•11111111111 I 11111111111111111111111111111111111111111111111111 11111111111111111111111111111111111~1111 I I ~ -I I I I -_-'!'-----\ I I I I I I . ' J Ci) e-_o e o ! I/·, 0 0 I -/ t 0 0 0 I I I I -+~iifr- ' I I I [xJ I \---~ ;,=eaa=11==-~· .. c H H H H H :J I I ,----- I I I 11 I 11 I 11 I -- - IJ I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I••••••••••••••• •••••• ••••••••I I "'---- ... ®·---------, ---~~ - - ~~--~- - ··· . ...,,. • ..._ ,vl _ _;:::::::::::_==---==----, - 11 -' - ,-~• ---+------c I------® ®--------1 _--,f------~~--------~'I _____ _, __ I • • Q ,tJ I • - I I I I I I ' I - - . - / • - I I I - I I I I !C I I I I I I ., I I I I I I I I I :-I I I I I I I I I I 11 I I I I I I I 11 I I I I I I I II I I I • I I I I 11 I I I I I I I I I I ' • "i-1-----------+-----------==-l'-==---------------+----------------------------t-------------======----------1-----~~~~7•--.-::--- :; ---- r--- ---- r--- I~--- r--- ~--- ----, r--- ; •.:. • • • T _ • • • • • • • • • •1• -~ • • • • • • • ,:I , • • • • • • • • • • • • • ~- • • • • • • • •••••• . .I. I • • • • • • .1: • • • • • • • • • • • • • • • • • • • • • • •1• • • • • • • • • • • • .1. • • • 1 .........._ ......... ......... VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com t;: - --' f;3 8 °" '--~==~--, -a ir 1 · Sfgnafure * EXPIRATION DATE: JULY 2023 "11; < or -=-------. CAll~\J'' ""* - ' -.,:cs .. ______________________________________________________________________________________________________________________________________________________________________ ,. ____________________________________________ .. ___________________ ,. DRAWING NAME: Y: \Projects-F0\2021\2103800 - Rosevllle 6 Soccer Complex\CAO\_l.AY-RSC.dwg PLOT DATE: 06-24-22 PLOTTED BY: statlon46 E 1638.57 N -745.02 CP E 1577.23 N -745.03 CPE 1444.90 N -745.02 CP E 1385.07 N -745.02 CP E 1385.07 N -755.77 CP E 1385.07 N -776.50 CPE 1385.03 N -800.55CP E 1385.03 N -863.60 CP E 1385.07 N -887.50 CP E 1385.07 N -992.77CP E 1385.03 N -1016.81 CP E 1385.03 N -1079.85CP E 1385.07 N -1103.78CP E 1384.73 N -1124.27CP E 1385.07 N -1135.02 CP E 1444.89 N -1135.02 CP E 1671.07 N -1135.03CP E 1722.91 N -1135.02 CP E 1722.90 N -896.25CP E 1386.07 N -1176.05EP E 1396.07 N -1185.90EP E 1663.11 N -1176.49 EP,TAN E 1665.10 N -1198.21 EP,TAN E 1675.11 N -1187.89 EP,TAN E 1687.45 N -1116.61 EP,TAN E 1696.73 N -1011.19 E 1701.10 EP N -900.10 EP

12.00 TYP.

12.00 TYP. 12.00 TYP.

12.00 TYP.

R388.00
R267.00
R149.00
R179.00
R10.00 E 1396.07 N -1176.05 RAD E 1577.23 N -1135.02 CP E 1638.56 N -1103.77 CP E 1638.61 N -1079.86 CP E 1638.61 N -1016.81 CP E 1638.56 N -992.77CP E 1638.56 N -887.51CP E 1638.61 N -863.60 CP E 1638.61 N -800.56 CP E 1638.56 N -776.52 CP E 1636.00 N -940.01 CP E 1653.10 N -1186.19 EP,TAN E 1653.11 N -1176.19 RAD E 1665.12 N -1188.21 RAD R10.00 R10.00 E 1553.31 N -1051.68 RAD SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE O - REFER TO SHEET L6.7 MATCHLINE U - REFER TO SHEET L6.13
LIMIT OF WORK LIMIT OF WORK MATCHLINE N - REFER TO SHEET L6.6 POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING - LOCATED ON SHEET L6.8 SYM DESCRIPTION ANCHOR POINT FOR CONTROL LINE - LOCATED ON SHEET L6.3 RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR. 5. SURVEY PROVIDED BY: KIER & WRIGHT (FIELD COMPLETION DATE: 12/02/21, REVISED 01/21/22) 5.1. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM. 5.2. BENCHMARK: 1013 PAT 2" DISC ON RED POLYROC MONUMENT BLOCK WITH 24" FENO ANCHOR STAMPED "PAT" WITH A CENTER MARK TRIANGLE WITH PUNCH LOCATED 105 FEET SOUTHERLY OF THE CENTERLINE OF DOS REIS ROAD, 7 FEET SOUTH OF METAL GATE AT THE TOP OF LEVEE. ELEVATION = 28.70 (NAVD88) 5.3. BASIS OF BEARINGS: THE BEARING OF NORTH 64°56'12" EAST TAKEN ON THE MONUMENT LINE OF SPARTAN WAY (FORMERLY KNOWN AS LATHROP ROAD) AS SHOWN ON THE CERTAIN TRACT MAP, NUMBER 3533 FILED FOR RECORD ON OCTOBER 5, 2006, IN BOOK 40 OF MAPS AT PAGE 100, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. R10' 90°' X" DISTANCE BETWEEN ELEMENTS (COD) CENTER OF DRAINAGE STRUCTURE (CP) CENTER OF POST (CTD) CENTER OF TRENCH DRAIN (RAD) RADIUS POINT (CURB) CURB (CONTROL) CENTER OF CONTROL POINT (EB) EDGEBAND (EP) EDGE OF PAVEMENT (STRIPING) EDGE OF STRIPING (PC) EDGE OF PLAY CURB (LP) CENTER OF LIGHT POLE (TAN) TANGENT POINT (BIO) EDGE OF BIOREMEDIATION BASIN (POB) POINT OF BEGINNING FOR GRID LAYOUT (BLDG) CORNER OF BUILDING LAYOUT PLAN 1"=20'-0" L6.14 LAYOUT PLAN L6.2 L6.3 L6.4 L6.5 L6.8 L6.9 L6.11 L6.12 L6.13 L6.14 L6.6 L6.7 L6.10 L6.1 c• :'i~ (C - z" ','~ -<( ,c, lt'.::J ,-:; -[_ F'=c:: '" "u ' " ~'; zU cO ,r cc CL "" cc L n-,, ocbj Co C1 I <u C _J rs -,, ~, ,.o ~;,' LJ Cc r. C' zc, -, f:::' LL:.,; ,u 5~ c2 ",, ,,-< _, ,, '.'.:~ (.C "" E: i3 LJ - '·:J Cl: -- ,,:, __ , LL c_l ,- - : j -! - - - - ~l. , I I I • I/ • • • • • • • • • • •·' • • • • • • • • • I • • • " . • • • • • • I I I I I I , 9 B ~-.L~ . 10 O t I - -~ ---=,f=c-, _ ~=-:_;_:~~ -~----- -----------------------___._ -----',----~----- ----e---------- co------------0---- -p,, ~ u1\) ---r-----~----- I I I I ----1 • I • ___ j • - ,---------------- 1 I I I I I/ -----------e ----e---------- o -----------0---- o-----------e 0000001 • o • • I ---------· _____ I I ,4 H H H 1--j_ 1---1_ H ,(1e==3_·~~~"·~~~1'~======t" :::::::::::::::::::::::::::::::==:~;.,~'.~(;:===~,======::::::==::_~~~~=:_= ~==r-:-:r-"ea; _•'==~~1 ~ -=O=D=C _=_•_=="_3_.;;;: _=_3_tl=_=_==__=_=_=_=_=_:::f.,: ;- M'• .· I / I I () I I I • I I I I I I - - - - - - - - - - - - - - - ___________ _cl ___ _ • • • • • 1---~~--® ®·-------1 () '"'iV - 11 · .. '\ [f------l1=======~~====:t1---------~-----+-- l-------®®-------1 () ' I • • • • Cl if • I --------------------------- __ _j[___-+- , _Jl__+--,-1--------+--_j__ __ __ll_ __ ___[_ __ _JL_-1------1_~1-------_j_____jti :/ 1-- -- \ ,J=D= ~ -- / I ® ® \ - I i=D==D=D=D=D=D= ~- 'a I\ --\ fl:/~- --_ _._ _ -----------------·~------· ---------------------:-----·,-----------1- ------------------------------------------------------·I· - - - - - - - - - - - - / - I -------------------,---~--· r I @ 1 ' 1 ' -.......___ .... " .........._ ..... .... ' ......... \ : , •---------•• •------------ - I I~ '"""'"""=- -=::i I "11 I 1! 11 I '!it· r, N1 I I --------,---------- J ., II ( ' " I I I I ---- -- I - I ! VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com \-t>-W)SCAP( ,§>' ,.BAGI /::. 1' .:::...J No. 4089 f;3 8 °" , _______ J -< ir Sfgnafure EXPIRATION DATE: * JULY 2023 "11; ( --- or CAll~\J-- ""* _g - ' -.i:cs ~DR~A;V,;NG~N: •• ::::,~,~Y,~~;,,-;,j,c; t,~FD~\~2;02~,,~2~,o~,;.o;::o~ ;.,;.;~:111e:-:',':-:::,~::-:eo:::m~p;::,.:,,:::c:A:;:D\_Lw':A~Y~RS~C'.::,:: •• ;----------------------------------------------------------------------------------------------------------------------J.--------------------------------------l.----------------J PLOT DATE. 06 24 22 PLOTTED BY. statlon46

STROLLER PARKING

VAN VAN
NO

PARKING
NO

PARKING
VAN +12
1 1
1 1 37 37 36 35 39 39 39 39 34 40
5 5
5 5
5 5
5 5 PA PA PAPA PA PA PA PAPAPA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PAPA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA NT NT 38 38 38 38 38 38 10 9 9
9 43 43 43 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE G - REFER TO SHEET L7.8 MATCHLINE A - REFER TO SHEET L7.2

LIMIT OF WORK
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VERDE DESIGN
LANDSCAPE ARCHIT!CTURE
CIVIL E!;GINEERING
SPORT PWol'llNG & DESIGN
1843 Iron Poht Rd. Suite 140
Folsom, CA 95630
tel: 916.415.6554
I= 916.415,6525
www.VerdeDesignlnc.com
_o ____________ _o ____________
____ _a ____________ ....,_o _______________________
NO PARKING VAN NO PARKING VAN NO PARKING NO PARKING BUS PARKING PASSENGER DROP OFF 16 16 1618 6 PA PA PAPA PAPA PA PA PA PA PA PA PA PA PA PA PA PA PA PA 11 8 8 8 8 8 8 8 8 33 33 10 SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.2 MATERIAL AND DETAIL REFERENCE PLAN MATCHLINE H - REFER TO SHEET L7.8 MATCHLINE I - REFER TO SHEET L7.9 MATCHLINE A - REFER TO SHEET L7.1
MATCHLINE B - REFER TO SHEET L7.3 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL LEGEND MATERIAL NOTES SYM. DESCRIPTION REF DET 42" TALL CONCRETE SPLIT RAIL FENCE TRASH RECEPTACLE DRINKING FOUNTAIN 5 LOOPED BIKE RACK 8' BENCH PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON 38'X20' LEAF SHADE STRUCTURE, BY POLIGON RESTROOM BUILDING AT PLAYGROUND 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 50' FLAG POLE FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT CONCESSIONS BUILDING RESTROOM BUILDING AT PLAZA 10'X10' POP-UP TENT WITH SCORER'S TABLE WARM-UP AREA PLAYER'S AREA LACROSSE STRIPING SOCCER GOAL U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER STRIPING (70 YDS X 120 YDS) 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA II FENCE 8'-0" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 12" WIDE - CONTAINMENT CURB AT PLAYGROUND 6" WIDE - CURB 18" WIDE - EDGEBAND WITH FENCE 18" WIDE - SYNTHETIC TURF EDGEBAND 6" WIDE - EDGEBAND NATURAL TURF GRASS - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN PLANTING AREA - REFER TO PLANTING PLAN SYNTHETIC TURF PLAY SURFACING RUBBER SURFACING TRUNCATED DOMES - REFER TO SPECIFICATIONS CONCRETE PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN ASPHALT PAVING - VEHICULAR SYNTHETIC TURF LIMIT OF WORK / CONSTRUCTION FENCING 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 43424140393837363534333231302928272625242322212019181716151413121110 9 87654321NT NL PA L7.1 L7.2 L7.3 L7.4 L7.5 L7.7 L7.12 L7.11 L7.9 L7.14 L7.13 L7.6 L7.7 L7.10 ~□ :;~
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8 8 8 33 33 43 43 43 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.3 MATERIAL AND DETAIL REFERENCE PLAN MATCHLINE J - REFER TO SHEET L7.10 MATCHLINE B - REFER TO SHEET L7.2
MATCHLINE C - REFER TO SHEET L7.4 L7.1 L7.2 L7.3 L7.4 L7.5 L7.7 L7.9 L7.11 L7.12 L7.13 L7.14 L7.6 L7.7 L7.10 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL NOTES MATERIAL LEGEND SYM. DESCRIPTION DET REF LIMIT OF WORK / CONSTRUCTION FENCING SYNTHETIC TURF ASPHALT PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN CONCRETE PAVING - VEHICULAR TRUNCATED DOMES - REFER TO SPECIFICATIONS RUBBER SURFACING SYNTHETIC TURF PLAY SURFACING PLANTING AREA - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN NATURAL TURF GRASS - REFER TO PLANTING PLAN 6" WIDE - EDGEBAND 18" WIDE - SYNTHETIC TURF EDGEBAND 18" WIDE - EDGEBAND WITH FENCE 6" WIDE - CURB 12" WIDE - CONTAINMENT CURB AT PLAYGROUND SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING 42" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 8'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA II FENCE 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD SOCCER STRIPING (70 YDS X 120 YDS) U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER GOAL LACROSSE STRIPING PLAYER'S AREA WARM-UP AREA 10'X10' POP-UP TENT WITH SCORER'S TABLE RESTROOM BUILDING AT PLAZA CONCESSIONS BUILDING TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP 50' FLAG POLE 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS RESTROOM BUILDING AT PLAYGROUND 38'X20' LEAF SHADE STRUCTURE, BY POLIGON SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL 8' BENCH 5 LOOPED BIKE RACK DRINKING FOUNTAIN TRASH RECEPTACLE 42" TALL CONCRETE SPLIT RAIL FENCE 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 PANL NT1 2345678
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VERDE DESIGN
LANDSCAPE ARCHIT!CTURE
CIVIL E!;GINEERING
SPORT Pwt-llNG & DESIGN
1843 Iron Poht Rd. Suite 140
Folsom, CA 95630
tel: 916.415.6554
I= 916.415.6525
www.VerdeDesignlnc.com
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8 SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.4 MATERIAL AND DETAIL REFERENCE PLAN MATCHLINE K - REFER TO SHEET L7.11 MATCHLINE C - REFER TO SHEET L7.3
MATCHLINE D - REFER TO SHEET L7.5 L7.1 L7.2 L7.3 L7.4 L7.5 L7.7 L7.12 L7.11 L7.9 L7.14 L7.13 L7.6 L7.7 L7.10 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL LEGEND MATERIAL NOTES SYM. DESCRIPTION REF DET 42" TALL CONCRETE SPLIT RAIL FENCE TRASH RECEPTACLE DRINKING FOUNTAIN 5 LOOPED BIKE RACK 8' BENCH PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON 38'X20' LEAF SHADE STRUCTURE, BY POLIGON RESTROOM BUILDING AT PLAYGROUND 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 50' FLAG POLE FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT CONCESSIONS BUILDING RESTROOM BUILDING AT PLAZA 10'X10' POP-UP TENT WITH SCORER'S TABLE WARM-UP AREA PLAYER'S AREA LACROSSE STRIPING SOCCER GOAL U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER STRIPING (70 YDS X 120 YDS) 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA II FENCE 8'-0" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 12" WIDE - CONTAINMENT CURB AT PLAYGROUND 6" WIDE - CURB 18" WIDE - EDGEBAND WITH FENCE 18" WIDE - SYNTHETIC TURF EDGEBAND 6" WIDE - EDGEBAND NATURAL TURF GRASS - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN PLANTING AREA - REFER TO PLANTING PLAN SYNTHETIC TURF PLAY SURFACING RUBBER SURFACING TRUNCATED DOMES - REFER TO SPECIFICATIONS CONCRETE PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN ASPHALT PAVING - VEHICULAR SYNTHETIC TURF LIMIT OF WORK / CONSTRUCTION FENCING 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 43424140393837363534333231302928272625242322212019181716151413121110 9 87654321NT NL PA
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8 13 SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.5 MATERIAL AND DETAIL REFERENCE PLAN MATCHLINE D - REFER TO SHEET L7.4
MATCHLINE F - REFER TO SHEET L7.6 MATCHLINE L - REFER TO SHEET L7.12 L7.1 L7.2 L7.4 L7.5 L7.7 L7.12 L7.11 L7.9 L7.14 L7.13 L7.6 L7.7 L7.10 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL LEGEND MATERIAL NOTES SYM. DESCRIPTION REF DET 42" TALL CONCRETE SPLIT RAIL FENCE TRASH RECEPTACLE DRINKING FOUNTAIN 5 LOOPED BIKE RACK 8' BENCH PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON 38'X20' LEAF SHADE STRUCTURE, BY POLIGON RESTROOM BUILDING AT PLAYGROUND 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 50' FLAG POLE FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT CONCESSIONS BUILDING RESTROOM BUILDING AT PLAZA 10'X10' POP-UP TENT WITH SCORER'S TABLE WARM-UP AREA PLAYER'S AREA LACROSSE STRIPING SOCCER GOAL U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER STRIPING (70 YDS X 120 YDS) 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA II FENCE 8'-0" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 12" WIDE - CONTAINMENT CURB AT PLAYGROUND 6" WIDE - CURB 18" WIDE - EDGEBAND WITH FENCE 18" WIDE - SYNTHETIC TURF EDGEBAND 6" WIDE - EDGEBAND NATURAL TURF GRASS - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN PLANTING AREA - REFER TO PLANTING PLAN SYNTHETIC TURF PLAY SURFACING RUBBER SURFACING TRUNCATED DOMES - REFER TO SPECIFICATIONS CONCRETE PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN ASPHALT PAVING - VEHICULAR SYNTHETIC TURF LIMIT OF WORK / CONSTRUCTION FENCING 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 43424140393837363534333231302928272625242322212019181716151413121110 9 87654321NT NL PA L7.3
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MATCHLINE F - REFER TO SHEET L7.7 MATCHLINE N - REFER TO SHEET L7.14 L7.1 L7.2 L7.4 L7.5 L7.7 L7.9 L7.11 L7.12 L7.13 L7.14 L7.6 L7.7 L7.10 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL NOTES MATERIAL LEGEND SYM. DESCRIPTION DET REF LIMIT OF WORK / CONSTRUCTION FENCING SYNTHETIC TURF ASPHALT PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN CONCRETE PAVING - VEHICULAR TRUNCATED DOMES - REFER TO SPECIFICATIONS RUBBER SURFACING SYNTHETIC TURF PLAY SURFACING PLANTING AREA - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN NATURAL TURF GRASS - REFER TO PLANTING PLAN 6" WIDE - EDGEBAND 18" WIDE - SYNTHETIC TURF EDGEBAND 18" WIDE - EDGEBAND WITH FENCE 6" WIDE - CURB 12" WIDE - CONTAINMENT CURB AT PLAYGROUND SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING 42" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 8'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA II FENCE 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD SOCCER STRIPING (70 YDS X 120 YDS) U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER GOAL LACROSSE STRIPING PLAYER'S AREA WARM-UP AREA 10'X10' POP-UP TENT WITH SCORER'S TABLE RESTROOM BUILDING AT PLAZA CONCESSIONS BUILDING TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP 50' FLAG POLE 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS RESTROOM BUILDING AT PLAYGROUND 38'X20' LEAF SHADE STRUCTURE, BY POLIGON SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL 8' BENCH 5 LOOPED BIKE RACK DRINKING FOUNTAIN TRASH RECEPTACLE 42" TALL CONCRETE SPLIT RAIL FENCE 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 PANL NT1 2345678
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VERDE DESIGN
LANDSCAPE ARCHIT!CTURE
CIVIL E!;GINEERING
SPORT PIAlt'llNG & DESIGN
1843 Iron Poht Rd. Suite 140
Folsom, CA 95630
tel: 916.415.6554
I= 916.415.6525
www.VerdeDesignlnc.com
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BUS PARKING 16 1618
6 PAPA PAPA PA PA PA PAPA PA PA PA
8 8 8 8 8 33 33 11 SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.7 MATERIAL AND DETAIL REFERENCE PLAN MATCHLINE O - REFER TO SHEET L7.14 MATCHLINE F - REFER TO SHEET L7.6
LIMIT OF WORK LIMIT OF WORK L7.1 L7.2 L7.4 L7.5 L7.7 L7.12 L7.11 L7.9 L7.14 L7.13 L7.6 L7.7 L7.10 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL LEGEND MATERIAL NOTES SYM. DESCRIPTION REF DET 42" TALL CONCRETE SPLIT RAIL FENCE TRASH RECEPTACLE DRINKING FOUNTAIN 5 LOOPED BIKE RACK 8' BENCH PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON 38'X20' LEAF SHADE STRUCTURE, BY POLIGON RESTROOM BUILDING AT PLAYGROUND 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 50' FLAG POLE FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT CONCESSIONS BUILDING RESTROOM BUILDING AT PLAZA 10'X10' POP-UP TENT WITH SCORER'S TABLE WARM-UP AREA PLAYER'S AREA LACROSSE STRIPING SOCCER GOAL U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER STRIPING (70 YDS X 120 YDS) 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA II FENCE 8'-0" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 12" WIDE - CONTAINMENT CURB AT PLAYGROUND 6" WIDE - CURB 18" WIDE - EDGEBAND WITH FENCE 18" WIDE - SYNTHETIC TURF EDGEBAND 6" WIDE - EDGEBAND NATURAL TURF GRASS - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN PLANTING AREA - REFER TO PLANTING PLAN SYNTHETIC TURF PLAY SURFACING RUBBER SURFACING TRUNCATED DOMES - REFER TO SPECIFICATIONS CONCRETE PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN ASPHALT PAVING - VEHICULAR SYNTHETIC TURF LIMIT OF WORK / CONSTRUCTION FENCING 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 43424140393837363534333231302928272625242322212019181716151413121110 9 87654321NT NL PA L7.3
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VAN NO PARKING 1618 19 15 PA PA PA PA PA PAPA PA PA PA 11 1010 2 1010 1010 1010 SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE G - REFER TO SHEET L7.2 MATCHLINE H - REFER TO SHEET L7.2 MATCHLINE P - REFER TO SHEET L7.9 LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK
LIMIT OF WORK 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL LEGEND MATERIAL NOTES SYM. DESCRIPTION REF DET 42" TALL CONCRETE SPLIT RAIL FENCE TRASH RECEPTACLE DRINKING FOUNTAIN 5 LOOPED BIKE RACK 8' BENCH PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON 38'X20' LEAF SHADE STRUCTURE, BY POLIGON RESTROOM BUILDING AT PLAYGROUND 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 50' FLAG POLE FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT CONCESSIONS BUILDING RESTROOM BUILDING AT PLAZA 10'X10' POP-UP TENT WITH SCORER'S TABLE WARM-UP AREA PLAYER'S AREA LACROSSE STRIPING SOCCER GOAL U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER STRIPING (70 YDS X 120 YDS) 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA II FENCE 8'-0" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 12" WIDE - CONTAINMENT CURB AT PLAYGROUND 6" WIDE - CURB 18" WIDE - EDGEBAND WITH FENCE 18" WIDE - SYNTHETIC TURF EDGEBAND 6" WIDE - EDGEBAND NATURAL TURF GRASS - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN PLANTING AREA - REFER TO PLANTING PLAN SYNTHETIC TURF PLAY SURFACING RUBBER SURFACING TRUNCATED DOMES - REFER TO SPECIFICATIONS CONCRETE PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN ASPHALT PAVING - VEHICULAR SYNTHETIC TURF LIMIT OF WORK / CONSTRUCTION FENCING 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 43424140393837363534333231302928272625242322212019181716151413121110 987654321NT NL PA MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.8 MATERIAL AND DETAIL REFERENCE PLAN L7.1 L7.2 L7.3 L7.4 L7.5 L7.12 L7.11 L7.9 L7.14 L7.13 L7.6 L7.7 L7.10 L7.8 ~□ :;~
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2 2 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.9 MATERIAL AND DETAIL REFERENCE PLAN MATCHLINE I - REFER TO SHEET L7.2 MATCHLINE Q - REFER TO SHEET L7.10
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2 2 SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.10 MATERIAL AND DETAIL REFERENCE PLAN L7.1 L7.2 L7.4 L7.5 L7.7 L7.12 L7.11 L7.9 L7.14 L7.13 L7.6 L7.7 L7.10 MATCHLINE J - REFER TO SHEET L7.3 MATCHLINE Q- REFER TO SHEET L7.9
MATCHLINE R - REFER TO SHEET L7.11 LIMIT OF WORK 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL LEGEND MATERIAL NOTES SYM. DESCRIPTION REF DET 42" TALL CONCRETE SPLIT RAIL FENCE TRASH RECEPTACLE DRINKING FOUNTAIN 5 LOOPED BIKE RACK 8' BENCH PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON 38'X20' LEAF SHADE STRUCTURE, BY POLIGON RESTROOM BUILDING AT PLAYGROUND 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 50' FLAG POLE FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT CONCESSIONS BUILDING RESTROOM BUILDING AT PLAZA 10'X10' POP-UP TENT WITH SCORER'S TABLE WARM-UP AREA PLAYER'S AREA LACROSSE STRIPING SOCCER GOAL U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER STRIPING (70 YDS X 120 YDS) 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA II FENCE 8'-0" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 12" WIDE - CONTAINMENT CURB AT PLAYGROUND 6" WIDE - CURB 18" WIDE - EDGEBAND WITH FENCE 18" WIDE - SYNTHETIC TURF EDGEBAND 6" WIDE - EDGEBAND NATURAL TURF GRASS - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN PLANTING AREA - REFER TO PLANTING PLAN SYNTHETIC TURF PLAY SURFACING RUBBER SURFACING TRUNCATED DOMES - REFER TO SPECIFICATIONS CONCRETE PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN ASPHALT PAVING - VEHICULAR SYNTHETIC TURF LIMIT OF WORK / CONSTRUCTION FENCING 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 43424140393837363534333231302928272625242322212019181716151413121110 9 87654321NT NL PA L7.3
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8 SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.11 MATERIAL AND DETAIL REFERENCE PLAN L7.1 L7.2 L7.4 L7.5 L7.7 L7.12 L7.9 L7.14 L7.13 L7.6 L7.7 L7.10 MATCHLINE R - REFER TO SHEET L7.10 MATCHLINE K - REFER TO SHEET L7.4 LIMIT OF WORK MATCHLINE S - REFER TO SHEET L7.12 L7.11 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL LEGEND MATERIAL NOTES SYM. DESCRIPTION REF DET 42" TALL CONCRETE SPLIT RAIL FENCE TRASH RECEPTACLE DRINKING FOUNTAIN 5 LOOPED BIKE RACK 8' BENCH PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON 38'X20' LEAF SHADE STRUCTURE, BY POLIGON RESTROOM BUILDING AT PLAYGROUND 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 50' FLAG POLE FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT CONCESSIONS BUILDING RESTROOM BUILDING AT PLAZA 10'X10' POP-UP TENT WITH SCORER'S TABLE WARM-UP AREA PLAYER'S AREA LACROSSE STRIPING SOCCER GOAL U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER STRIPING (70 YDS X 120 YDS) 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA II FENCE 8'-0" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 12" WIDE - CONTAINMENT CURB AT PLAYGROUND 6" WIDE - CURB 18" WIDE - EDGEBAND WITH FENCE 18" WIDE - SYNTHETIC TURF EDGEBAND 6" WIDE - EDGEBAND NATURAL TURF GRASS - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN PLANTING AREA - REFER TO PLANTING PLAN SYNTHETIC TURF PLAY SURFACING RUBBER SURFACING TRUNCATED DOMES - REFER TO SPECIFICATIONS CONCRETE PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN ASPHALT PAVING - VEHICULAR SYNTHETIC TURF LIMIT OF WORK / CONSTRUCTION FENCING 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 43424140393837363534333231302928272625242322212019181716151413121110 9 87654321NT NL PA L7.3
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2 2 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.12 MATERIAL AND DETAIL REFERENCE PLAN L7.1 L7.2 L7.4 L7.5 L7.7 L7.9 L7.11 L7.13 L7.14 L7.6 L7.7 L7.10 MATCHLINE L - REFER TO SHEET L7.5 MATCHLINE S- REFER TO SHEET L7.11
MATCHLINE T - REFER TO SHEET L7.13 LIMIT OF WORK L7.12 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL NOTES MATERIAL LEGEND SYM. DESCRIPTION DET REF LIMIT OF WORK / CONSTRUCTION FENCING SYNTHETIC TURF ASPHALT PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN CONCRETE PAVING - VEHICULAR TRUNCATED DOMES - REFER TO SPECIFICATIONS RUBBER SURFACING SYNTHETIC TURF PLAY SURFACING PLANTING AREA - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN NATURAL TURF GRASS - REFER TO PLANTING PLAN 6" WIDE - EDGEBAND 18" WIDE - SYNTHETIC TURF EDGEBAND 18" WIDE - EDGEBAND WITH FENCE 6" WIDE - CURB 12" WIDE - CONTAINMENT CURB AT PLAYGROUND SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING 42" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 8'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA II FENCE 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD SOCCER STRIPING (70 YDS X 120 YDS) U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER GOAL LACROSSE STRIPING PLAYER'S AREA WARM-UP AREA 10'X10' POP-UP TENT WITH SCORER'S TABLE RESTROOM BUILDING AT PLAZA CONCESSIONS BUILDING TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP 50' FLAG POLE 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS RESTROOM BUILDING AT PLAYGROUND 38'X20' LEAF SHADE STRUCTURE, BY POLIGON SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL 8' BENCH 5 LOOPED BIKE RACK DRINKING FOUNTAIN TRASH RECEPTACLE 42" TALL CONCRETE SPLIT RAIL FENCE 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 PANL NT1 2345678
910111213141516171819202122232425262728293031323334353637383940414243 L7.3 ·-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-•1 I I I I I I I 0 T (SJ~lll ~d0ISSl~S~M::1± 39Y±l0f\ 110111) 110 I _
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VERDE DESIGN
LANDSCAPE ARCHIT!CTURE
CIVIL E!;GINEERING
SPORT PWol'llNG & DESIGN
1843 Iron Poht Rd. Suite 140
Folsom, CA 95630
tel: 916.415.6554
I= 916.415.6525
www.VerdeDesignlnc.com
EXPIRATION DATE:

JULY 2023 "1:(-
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2 SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.13 MATERIAL AND DETAIL REFERENCE PLAN L7.1 L7.2 L7.4 L7.5 L7.7 L7.12 L7.11 L7.9 L7.14 L7.6 L7.7 L7.10 MATCHLINE M - REFER TO SHEET L7.6 MATCHLINE T - REFER TO SHEET L7.12
MATCHLINE U - REFER TO SHEET L7.14 LIMIT OF WORK L7.13 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL LEGEND MATERIAL NOTES SYM. DESCRIPTION REF DET 42" TALL CONCRETE SPLIT RAIL FENCE TRASH RECEPTACLE DRINKING FOUNTAIN 5 LOOPED BIKE RACK 8' BENCH PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON 38'X20' LEAF SHADE STRUCTURE, BY POLIGON RESTROOM BUILDING AT PLAYGROUND 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 50' FLAG POLE FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT CONCESSIONS BUILDING RESTROOM BUILDING AT PLAZA 10'X10' POP-UP TENT WITH SCORER'S TABLE WARM-UP AREA PLAYER'S AREA LACROSSE STRIPING SOCCER GOAL U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER STRIPING (70 YDS X 120 YDS) 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA II FENCE 8'-0" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 12" WIDE - CONTAINMENT CURB AT PLAYGROUND 6" WIDE - CURB 18" WIDE - EDGEBAND WITH FENCE 18" WIDE - SYNTHETIC TURF EDGEBAND 6" WIDE - EDGEBAND NATURAL TURF GRASS - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN PLANTING AREA - REFER TO PLANTING PLAN SYNTHETIC TURF PLAY SURFACING RUBBER SURFACING TRUNCATED DOMES - REFER TO SPECIFICATIONS CONCRETE PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN ASPHALT PAVING - VEHICULAR SYNTHETIC TURF LIMIT OF WORK / CONSTRUCTION FENCING 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 43424140393837363534333231302928272625242322212019181716151413121110 9 87654321NT NL PA L7.3
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ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF VERDE DESIGN. INC. AND WERE CREATED, EVOLVED, AND DE\JELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS. DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED, REPRODUCED, OR PUBLISHED BY ANY METHOD, IN \'MOLE OR IN PART, OR DISCLOSED TO ANY PERSON, FIRM. OR CORPORATION FOR ANY PURPOSE 'M-1ATSOEVER WITI-IOUT WRITTEN PERMISSION OF VERDE DESIGN, INC. ~- -
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2 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATERIAL AND DETAIL REFERENCE PLAN 1"=20'-0" L7.14 MATERIAL AND DETAIL REFERENCE PLAN L7.1 L7.2 L7.4 L7.5 L7.7 L7.9 L7.11 L7.12 L7.13 L7.6 L7.7 L7.10 MATCHLINE O - REFER TO SHEET L7.7 MATCHLINE U - REFER TO SHEET L7.13
LIMIT OF WORK LIMIT OF WORK MATCHLINE N - REFER TO SHEET L7.6 L7.14 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. MATERIAL NOTES MATERIAL LEGEND SYM. DESCRIPTION DET REF LIMIT OF WORK / CONSTRUCTION FENCING SYNTHETIC TURF ASPHALT PAVING - VEHICULAR CONCRETE PAVING - PEDESTRIAN CONCRETE PAVING - VEHICULAR TRUNCATED DOMES - REFER TO SPECIFICATIONS RUBBER SURFACING SYNTHETIC TURF PLAY SURFACING PLANTING AREA - REFER TO PLANTING PLAN NATURAL LANDSCAPE AREA - REFER TO PLANTING PLAN NATURAL TURF GRASS - REFER TO PLANTING PLAN 6" WIDE - EDGEBAND 18" WIDE - SYNTHETIC TURF EDGEBAND 18" WIDE - EDGEBAND WITH FENCE 6" WIDE - CURB 12" WIDE - CONTAINMENT CURB AT PLAYGROUND SPORTS LIGHTING - REFFER TO ELECTRICAL DNA LIGHTING PLANS 42" TALL CHAIN LINK FENCE WITH 12'-6" TALL ROLL-UP NETTING 42" TALL CHAIN LINK FENCE 6'-0" TALL CHAIN LINK FENCE 8'-0" TALL CHAIN LINK FENCE 8'-0" TALL OMEGA II FENCE 8'-0" TALL OMEGA II FENCE WITH NETTING 8'-0" TALL OMEGA UNIK FENCE WITH CUSTOM PERFORATED SIGN PANELS 16'-0" TALL CHAIN LINK FENCE 8'-0" TALL CHAINLIKE DOUBLE PEDESTRIAN GATES 8'-0" TALL ENHANCED DOUBLE PEDESTRIAN GATES WITH PANIC HARDWARE AND DECORATIVE OVERHEAD ENTRY SIGNS WITH SIDE POSTS 8'T x 20'W ENHANCED OMEGA II VEHICULAR SLIDING GATE WITH DECORATIVE SIDE POSTS 8'T x 16'W DOUBLE MAINTENANCE GATES 8'T x 20'W CHAINLIKE VEHICULAR SLIDING GATE AT MAINTENANCE YARD SOCCER STRIPING (70 YDS X 120 YDS) U10 & U12 COMBINED - YOUTH SOCCER STRIPING (45 YDS X 65 YDS) SOCCER GOAL LACROSSE STRIPING PLAYER'S AREA WARM-UP AREA 10'X10' POP-UP TENT WITH SCORER'S TABLE RESTROOM BUILDING AT PLAZA CONCESSIONS BUILDING TWO TEAR CONCRETE SEATING AREA FOR PHOTO SHOOT FOOD TRUCK PARKING WITH ELECTRICAL AND WATER HOOK UP 50' FLAG POLE 50'X40' SHADE STRUCTURE AT PLAZA WITH SOLAR CAPABILITIES 45'X28' SHADE STRUCTURE ALONG SPINE WITH SOLAR CAPABILITIES AND SPRAY MISTERS RESTROOM BUILDING AT PLAYGROUND 38'X20' LEAF SHADE STRUCTURE, BY POLIGON SEATWALL WITH FABRIC SHADE SAILS , BY POLIGON TYPOLOGY RIBBON BENCH WITH LIGHTING, BY LANDSCAPE FORMS PLAYGROUND ELEMENTS, SEE ENLARGEMENT DETAIL 8' BENCH 5 LOOPED BIKE RACK DRINKING FOUNTAIN TRASH RECEPTACLE 42" TALL CONCRETE SPLIT RAIL FENCE 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 00 0-0 PANL NT1 2345678
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VERDE DESIGN
LANDSCAPE ARCHIT!CTURE
CIVIL E!;GINEERING
SPORT PIAlt'llNG & DESIGN
1843 Iron Poht Rd. Suite 140
Folsom, CA 95630
tel: 916.415.6554
I= 916.415.6525
www.VerdeDesignlnc.com
t-----,o=--+------------------1~
1----------"o--+----------------'~
0 STROLLER PARKING +12 POC-2: 1.5" MAX GPM = 27 RECYCLED WATER SERVICE SIZE IS 6". SEE LEGEND FOR ADDITIONAL INFORMATION. SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE G - REFER TO SHEET L8.8 MATCHLINE A - REFER TO SHEET L8.2

LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK IRRIGAITON PLAN 1"=20'-0" L8.1IRRIGATION PLAN L8.1 L8.2 L8.3 L8.4 L8.5 L8.8 L8.9 L8.11 L8.12 L8.13 L8.14 L8.6 L8.7 IRRIGATION NOTES 1. POC 1 IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (90) GPM AND POC 2 IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (27) GPM WITH A MINIMUM (60) STATIC P.S.I. AT BOTH POINTS OF CONNECTION. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD DISCREPANCY ARISE AND RE-DIRECT WORK TO AVOID DELAY. 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SUPPLY WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL STUB APPROPRIATE POWER SUPPLY IN VICINITY OF CONTROLLER LOCATION. 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN PLANTING AREAS OF PROPERTY. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS. REFER TO SPECIFICATIONS. 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO ENSURE PROPER IRRIGATION. BASED ON PLANT TYPE, EXPOSURE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHERE IT IS NECESSARY TO TRENCH NEAR EXISTING TREES. EXCAVATION IN AREAS EXHIBITING ROOT 3" AND LARGER SHALL BE DONE BY HAND. ROOTS 2" OR LARGER IN DIAMETER DAMAGED IN CONSTRUCTION SHALL BE CLEANLY CUT. 6. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY. 7. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 8. ALL IRRIGATION COMPONENTS SHALL HAVE RECYCLED WATER IDENTIFIERS EXCEPT IRRIGATION BOXES. REFER TO SPECIFICATIONS. IRRIGATION LEGEND SYM. MANUFAC. MODEL NO./ DESCRIPTION RAD. GPM PSI DET REF RAINBIRD ROTOR 8000 OR 5500 - .- 30 RAINBIRD SPRAY HEADS R-VAN NOZZLES 1800 P45 - - 30 RAINBIRD BUBBLERS R-VAN SIDE STRIP NOZZLES 1800 PRS SERIES - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD PESB-PRS-D-R SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE. SIZE AS SHOWN, INSTALL WITHIN VALVE BOX AND 'RCV' HEAT BRANDED ON COVER. INSTALL WITH ISOLATION VALVE PER CITY STANDARD DETAIL NIBCO NIBCO GATE VALVES SHALL BE LINE SIZED PER PLANS: VALVES 3" AND SMALLER SHALL BE NIBCO T-113-LF. VALVES 4" AND LARGER SHALL BE NIBCO F-619-LF FLANGED VALVE WITH SQUARE OPERATING UNIT. RAINBIRD QUICK COUPLER: RAINBIRD 44-NP: 1" NON-POTABLE, PURPLE LOCKING COVER, 2-PIECE BODY WITH 44-KEY AND SH-1 HOSE SWIVEL CONTRACTOR SHALL PURCHASE 4" RECYCLED WATER METER, SINGLE CHECK BACKFLOW DEVICE AND RESILIENT SEAT GATE VALVE THROUGH THE CITY AND INSTALL IN APPROXIMATE LOCATION AS SHOWN ON THE PLANS. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS AND DETAILS, LATEST EDITION. AMIAD MANUAL STEEL FILTER PER CITY OF ROSEVILLE STANDARDS, MATCH LINE SIZE OF RECYCLED WATER METER. CALSENSE MODEL FM-2B WITH MINIMUM FLOW READING OF 11 GPM AND MAXIMUM FLOW READING OF 166 GPM 3" SUPERIOR MODEL 3300-RW, ELECTRIC GLOBE VALVE CONSTRUCTED OF BRASS. REFER TO STANDARD SPECIFICATIONS, VALVE SHALL BE INSTALLED IN A 'JUMBO' SIZED VALVE BOX WITH LOCKING COVER AND 'MV' HEAT BRANDED ON COVER 6" CAL-VAL MODEL 690-01 DI BODY, SS TRIM AND PILOT VALVE RATED FOR 15-75 PSI CUSTOM PUMP AND POWER. MODEL: 3" IRRIGATION CONTROLLER 1.3" IRRIGATION CONTROLLER MAINLINE - 2-1/2" AND SMALLER: SCHEDULE 40 PURPLE PVC PIPE WITH SOLVENT-WELD FITTINGS AT 24" DEPTH. MAINLINE 3" AND LARGER: CLASS 200 PURPLE PVC PIPE RUBBER GASKETED PIPE AT 24" DEPTH. MAINLINE SHOWN IN HARDSCAPE FOR PLAN CLARITY. CONTRACTOR SHALL INSTALL MAIN LINE IN ADJACENT PLANTER AREA. MAINLINE FOR POTABLE COUPLERS: 2" SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS WITH 24" COVER LATERAL LINE - SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS, WITH 18" COVER, SIZE AS SHOWN. SEE NOTE NO. 10. IRRIGATION SLEEVE - PIPE AT PAVEMENTS (SLEEVES) SHALL BE SCHEDULE 40 PVC. SIZE TO BE TWICE THE SIZE OF TOTAL PIPE DIAMETERS WITHIN THE SLEEVE, OR AS NOTED, WITH 30" COVER. 1" ELECTRICAL CONDUIT FOR FLOW SENSOR WIRING - SCH. 80 PVC AT 30" DEPTH WITH DETECTION LOCATOR TAPE. P.O.C. POINT OF CONNECTION -CONTRACTOR TO FIELD LOCATE EXISTING 6" RECYCLED WATER LINE WITH BOX AND BLOW-OFF VALVE INSIDE. TAP INTO RECYCLED WATER LINE AND EXTEND MAINLINE TO PROJECT SITE AS SHOWN. CONTRACTOR TO TIE MAIN LINE FOR QUICK COUPLERS TO DOMESTIC WATER LINE. INSTALL GATE VALVE AND BACKFLOW PREVENTER. IRRIGATION MAINLINE, LATERAL LINE AND VALVES SHOWN IN CONCRETE FOR PLAN CLARITY. CONTRACTOR SHALL INSTALL MAINLINE IN ADJACENT PLANTING AREA PER CITY STANDARD DETAIL. BACKFLOW PREVENTER FOR QUICK COUPLERS: WILKENS 1-1/2", MODEL 975XL REDUCED PRESSURE BACKFLOW PREVENTION DEVICE MFFSMV RVBPA 1 1" 11.3 CONTROLLER STATION NUMBER APPROX. GPM FLOW THROUGH VALVE CONTROL VALVE SIZE 12B L8.10 __ ,,, -;> --I I I I I I ,, ----· 1 I I 0 I I I / ____ ,,,-- <I::- / I I I I I I / --ii I I I 1) I I ' 1- ! ' ((= // (/ ;:::::::::_,~ d 1 ul 7 ' -- ' 1 I I '-":::::c------c::~ 7' / I I I ------------------------------------------------i:ll I I I 0 (S31~\I/\ HlOIM 'M/~ JllBnd) 0ll\lA37nO8 )1OOll81S3M t ' ! --,::::: - (( ,.,,,., ----,-:;:,:::;,--- I ) ,..,,__,_--- :1 0 I ! ' ---- ./, --- I I lJ, ,< :::,, .lj Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl I - ' I 'i -11 0 / I I ,-, _,_ --------------------------------------------------------------------,-- - I _ ,• ~-------------------------------------------------------1---, ' /I I I I I I I I I I I I I I I I I I I I ----------- 0 I I I ' -----,-\ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I _ - - -1---- I I I I L I I I I I I I I I I I I ---1- - - , I : -------- I I I -+-------- I I ------1 ~----- -1-- I I I I I I I I I I I I I I I I I I I I 0 I I I I I I L------ 1 - 0 • 0 0 0 0 VERDE DESIGN LANDSCAPE ARCHIT!CTURE CIVIL E!;GINEERING SPORT PIAl<l'llNG & DESIGN 1843 Iron Poht Rd. Suite 140 Folsom, CA 95630 tel: 916.415.6554 I= 916.415.6525 www.VerdeDesignlnc.com BUS PARKING PASSENGER DROP OFF SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH IRRIGATION PLAN 1"=20'-0" L8.2IRRIGATION PLAN IRRIGATION NOTES 1. POC 1 IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (90) GPM AND POC 2 IS DESIGNED TO OPERATE AT A DISCREPANCY ARISE AND RE-DIRECT WORK TO AVOID DELAY. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD MAXIMUM FLOW OF (27) GPM WITH A MINIMUM (60) STATIC P.S.I. AT BOTH POINTS OF CONNECTION. 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SUPPLY WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL STUB APPROPRIATE POWER SUPPLY IN VICINITY OF CONTROLLER LOCATION. 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN REFER TO SPECIFICATIONS. PLANTING AREAS OF PROPERTY. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS. OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO ENSURE PROPER IRRIGATION. BASED ON PLANT TYPE, EXPOSURE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHERE IT IS NECESSARY TO TRENCH NEAR EXISTING TREES. EXCAVATION DAMAGED IN CONSTRUCTION SHALL BE CLEANLY CUT. IN AREAS EXHIBITING ROOT 3" AND LARGER SHALL BE DONE BY HAND. ROOTS 2" OR LARGER IN DIAMETER 8. ALL IRRIGATION COMPONENTS SHALL HAVE RECYCLED WATER IDENTIFIERS EXCEPT IRRIGATION BOXES. REFER TO 7. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY. SPECIFICATIONS. IRRIGATION LEGEND SYM. MANUFAC. DESCRIPTION MODEL NO./ RAD. GPM PSI DET REF RAINBIRD ROTOR 8000 OR 5500 - .- 30 RAINBIRD SPRAY HEADS R-VAN NOZZLES 1800 P45 - - 30 RAINBIRD BUBBLERS R-VAN SIDE STRIP NOZZLES 1800 PRS SERIES- - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD COVER. INSTALL WITH ISOLATION VALVE PER CITY STANDARD DETAIL SIZE AS SHOWN, INSTALL WITHIN VALVE BOX AND 'RCV' HEAT BRANDED ON PESB-PRS-D-R SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE. NIBCO F-619-LF FLANGED VALVE WITH SQUARE OPERATING UNIT. SMALLER SHALL BE NIBCO T-113-LF. VALVES 4" AND LARGER SHALL BE NIBCO NIBCO GATE VALVES SHALL BE LINE SIZED PER PLANS: VALVES 3" AND RAINBIRD 1.3" IRRIGATION CONTROLLER 3" IRRIGATION CONTROLLER CUSTOM PUMP AND POWER. MODEL: 15-75 PSI 6" CAL-VAL MODEL 690-01 DI BODY, SS TRIM AND PILOT VALVE RATED FOR ON COVER 'JUMBO' SIZED VALVE BOX WITH LOCKING COVER AND 'MV' HEAT BRANDED BRASS. REFER TO STANDARD SPECIFICATIONS, VALVE SHALL BE INSTALLED IN A 3" SUPERIOR MODEL 3300-RW, ELECTRIC GLOBE VALVE CONSTRUCTED OF MAXIMUM FLOW READING OF 166 GPM CALSENSE MODEL FM-2B WITH MINIMUM FLOW READING OF 11 GPM AND SIZE OF RECYCLED WATER METER. AMIAD MANUAL STEEL FILTER PER CITY OF ROSEVILLE STANDARDS, MATCH LINE STANDARDS AND DETAILS, LATEST EDITION. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT AND INSTALL IN APPROXIMATE LOCATION AS SHOWN ON THE PLANS. BACKFLOW DEVICE AND RESILIENT SEAT GATE VALVE THROUGH THE CITY CONTRACTOR SHALL PURCHASE 4" RECYCLED WATER METER, SINGLE CHECK COVER, 2-PIECE BODY WITH 44-KEY AND SH-1 HOSE SWIVEL QUICK COUPLER: RAINBIRD 44-NP: 1" NON-POTABLE, PURPLE LOCKING DETECTION LOCATOR TAPE. 1" ELECTRICAL CONDUIT FOR FLOW SENSOR WIRING - SCH. 80 PVC AT 30" DEPTH WITH TWICE THE SIZE OF TOTAL PIPE DIAMETERS WITHIN THE SLEEVE, OR AS NOTED, WITH 30" COVER. IRRIGATION SLEEVE - PIPE AT PAVEMENTS (SLEEVES) SHALL BE SCHEDULE 40 PVC. SIZE TO BE SHOWN. SEE NOTE NO. 10. LATERAL LINE - SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS, WITH 18" COVER, SIZE AS 24" COVER MAINLINE FOR POTABLE COUPLERS: 2" SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS WITH MAIN LINE IN ADJACENT PLANTER AREA. 24" DEPTH. MAINLINE SHOWN IN HARDSCAPE FOR PLAN CLARITY. CONTRACTOR SHALL INSTALL AT 24" DEPTH. MAINLINE 3" AND LARGER: CLASS 200 PURPLE PVC PIPE RUBBER GASKETED PIPE AT MAINLINE - 2-1/2" AND SMALLER: SCHEDULE 40 PURPLE PVC PIPE WITH SOLVENT-WELD FITTINGS P.O.C. BACKFLOW PREVENTION DEVICE BACKFLOW PREVENTER FOR QUICK COUPLERS: WILKENS 1-1/2", MODEL 975XL REDUCED PRESSURE SHALL INSTALL MAINLINE IN ADJACENT PLANTING AREA PER CITY STANDARD DETAIL. IRRIGATION MAINLINE, LATERAL LINE AND VALVES SHOWN IN CONCRETE FOR PLAN CLARITY. CONTRACTOR BACKFLOW PREVENTER. CONTRACTOR TO TIE MAIN LINE FOR QUICK COUPLERS TO DOMESTIC WATER LINE. INSTALL GATE VALVE AND SHOWN. BLOW-OFF VALVE INSIDE. TAP INTO RECYCLED WATER LINE AND EXTEND MAINLINE TO PROJECT SITE AS POINT OF CONNECTION -CONTRACTOR TO FIELD LOCATE EXISTING 6" RECYCLED WATER LINE WITH BOX AND

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SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH IRRIGATION PLAN 1"=20'-0" L8.3IRRIGATION PLAN IRRIGATION NOTES 1. POC 1 IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (90) GPM AND POC 2 IS DESIGNED TO OPERATE AT A DISCREPANCY ARISE AND RE-DIRECT WORK TO AVOID DELAY. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD MAXIMUM FLOW OF (27) GPM WITH A MINIMUM (60) STATIC P.S.I. AT BOTH POINTS OF CONNECTION. 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SUPPLY WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL STUB APPROPRIATE POWER SUPPLY IN VICINITY OF CONTROLLER LOCATION. 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN REFER TO SPECIFICATIONS. PLANTING AREAS OF PROPERTY. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS. OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO ENSURE PROPER IRRIGATION. BASED ON PLANT TYPE, EXPOSURE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHERE IT IS NECESSARY TO TRENCH NEAR EXISTING TREES. EXCAVATION DAMAGED IN CONSTRUCTION SHALL BE CLEANLY CUT. IN AREAS EXHIBITING ROOT 3" AND LARGER SHALL BE DONE BY HAND. ROOTS 2" OR LARGER IN DIAMETER 8. ALL IRRIGATION COMPONENTS SHALL HAVE RECYCLED WATER IDENTIFIERS EXCEPT IRRIGATION BOXES. REFER TO 7. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY. SPECIFICATIONS. IRRIGATION LEGEND SYM. MANUFAC. DESCRIPTION MODEL NO./ RAD. GPM PSI DET REF RAINBIRD ROTOR 8000 OR 5500 - .- 30 RAINBIRD SPRAY HEADS R-VAN NOZZLES 1800 P45 - - 30 RAINBIRD BUBBLERS R-VAN SIDE STRIP NOZZLES 1800 PRS SERIES- - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD COVER. INSTALL WITH ISOLATION VALVE PER CITY STANDARD DETAIL SIZE AS SHOWN, INSTALL WITHIN VALVE BOX AND 'RCV' HEAT BRANDED ON PESB-PRS-D-R SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE. NIBCO F-619-LF FLANGED VALVE WITH SQUARE OPERATING UNIT. SMALLER SHALL BE NIBCO T-113-LF. VALVES 4" AND LARGER SHALL BE NIBCO NIBCO GATE VALVES SHALL BE LINE SIZED PER PLANS: VALVES 3" AND RAINBIRD 1.3" IRRIGATION CONTROLLER 3" IRRIGATION CONTROLLER CUSTOM PUMP AND POWER. MODEL: 15-75 PSI 6" CAL-VAL MODEL 690-01 DI BODY, SS TRIM AND PILOT VALVE RATED FOR ON COVER 'JUMBO' SIZED VALVE BOX WITH LOCKING COVER AND 'MV' HEAT BRANDED BRASS. REFER TO STANDARD SPECIFICATIONS, VALVE SHALL BE INSTALLED IN A 3" SUPERIOR MODEL 3300-RW, ELECTRIC GLOBE VALVE CONSTRUCTED OF MAXIMUM FLOW READING OF 166 GPM CALSENSE MODEL FM-2B WITH MINIMUM FLOW READING OF 11 GPM AND SIZE OF RECYCLED WATER METER. AMIAD MANUAL STEEL FILTER PER CITY OF ROSEVILLE STANDARDS, MATCH LINE STANDARDS AND DETAILS, LATEST EDITION. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT AND INSTALL IN APPROXIMATE LOCATION AS SHOWN ON THE PLANS. BACKFLOW DEVICE AND RESILIENT SEAT GATE VALVE THROUGH THE CITY CONTRACTOR SHALL PURCHASE 4" RECYCLED WATER METER, SINGLE CHECK COVER, 2-PIECE BODY WITH 44-KEY AND SH-1 HOSE SWIVEL QUICK COUPLER: RAINBIRD 44-NP: 1" NON-POTABLE, PURPLE LOCKING DETECTION LOCATOR TAPE. 1" ELECTRICAL CONDUIT FOR FLOW SENSOR WIRING - SCH. 80 PVC AT 30" DEPTH WITH TWICE THE SIZE OF TOTAL PIPE DIAMETERS WITHIN THE SLEEVE, OR AS NOTED, WITH 30" COVER. IRRIGATION SLEEVE - PIPE AT PAVEMENTS (SLEEVES) SHALL BE SCHEDULE 40 PVC. SIZE TO BE SHOWN. SEE NOTE NO. 10. LATERAL LINE - SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS, WITH 18" COVER, SIZE AS 24" COVER MAINLINE FOR POTABLE COUPLERS: 2" SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS WITH MAIN LINE IN ADJACENT PLANTER AREA. 24" DEPTH. MAINLINE SHOWN IN HARDSCAPE FOR PLAN CLARITY. CONTRACTOR SHALL INSTALL AT 24" DEPTH. MAINLINE 3" AND LARGER: CLASS 200 PURPLE PVC PIPE RUBBER GASKETED PIPE AT MAINLINE - 2-1/2" AND SMALLER: SCHEDULE 40 PURPLE PVC PIPE WITH SOLVENT-WELD FITTINGS P.O.C. BACKFLOW PREVENTION DEVICE BACKFLOW PREVENTER FOR QUICK COUPLERS: WILKENS 1-1/2", MODEL 975XL REDUCED PRESSURE SHALL INSTALL MAINLINE IN ADJACENT PLANTING AREA PER CITY STANDARD DETAIL. IRRIGATION MAINLINE, LATERAL LINE AND VALVES SHOWN IN CONCRETE FOR PLAN CLARITY. CONTRACTOR BACKFLOW PREVENTER. CONTRACTOR TO TIE MAIN LINE FOR QUICK COUPLERS TO DOMESTIC WATER LINE. INSTALL GATE VALVE AND SHOWN. BLOW-OFF VALVE INSIDE. TAP INTO RECYCLED WATER LINE AND EXTEND MAINLINE TO PROJECT SITE AS POINT OF CONNECTION -CONTRACTOR TO FIELD LOCATE EXISTING 6" RECYCLED WATER LINE WITH BOX AND

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SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH IRRIGATION PLAN 1"=20'-0" L8.4IRRIGATION PLAN IRRIGATION NOTES 1. POC 1 IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (90) GPM AND POC 2 IS DESIGNED TO OPERATE AT A DISCREPANCY ARISE AND RE-DIRECT WORK TO AVOID DELAY. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD MAXIMUM FLOW OF (27) GPM WITH A MINIMUM (60) STATIC P.S.I. AT BOTH POINTS OF CONNECTION. 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SUPPLY WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL STUB APPROPRIATE POWER SUPPLY IN VICINITY OF CONTROLLER LOCATION. 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN REFER TO SPECIFICATIONS. PLANTING AREAS OF PROPERTY. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS. OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO ENSURE PROPER IRRIGATION. BASED ON PLANT TYPE, EXPOSURE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHERE IT IS NECESSARY TO TRENCH NEAR EXISTING TREES. EXCAVATION DAMAGED IN CONSTRUCTION SHALL BE CLEANLY CUT. IN AREAS EXHIBITING ROOT 3" AND LARGER SHALL BE DONE BY HAND. ROOTS 2" OR LARGER IN DIAMETER 8. ALL IRRIGATION COMPONENTS SHALL HAVE RECYCLED WATER IDENTIFIERS EXCEPT IRRIGATION BOXES. REFER TO 7. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY. SPECIFICATIONS. IRRIGATION LEGEND SYM. MANUFAC. DESCRIPTION MODEL NO./ RAD. GPM PSI DET REF RAINBIRD ROTOR 8000 OR 5500 - .- 30 RAINBIRD SPRAY HEADS R-VAN NOZZLES 1800 P45 - - 30 RAINBIRD BUBBLERS R-VAN SIDE STRIP NOZZLES 1800 PRS SERIES- - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD COVER. INSTALL WITH ISOLATION VALVE PER CITY STANDARD DETAIL SIZE AS SHOWN, INSTALL WITHIN VALVE BOX AND 'RCV' HEAT BRANDED ON PESB-PRS-D-R SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE. NIBCO F-619-LF FLANGED VALVE WITH SQUARE OPERATING UNIT. SMALLER SHALL BE NIBCO T-113-LF. VALVES 4" AND LARGER SHALL BE NIBCO NIBCO GATE VALVES SHALL BE LINE SIZED PER PLANS: VALVES 3" AND RAINBIRD 1.3" IRRIGATION CONTROLLER 3" IRRIGATION CONTROLLER CUSTOM PUMP AND POWER. MODEL: 15-75 PSI 6" CAL-VAL MODEL 690-01 DI BODY, SS TRIM AND PILOT VALVE RATED FOR ON COVER 'JUMBO' SIZED VALVE BOX WITH LOCKING COVER AND 'MV' HEAT BRANDED BRASS. REFER TO STANDARD SPECIFICATIONS, VALVE SHALL BE INSTALLED IN A 3" SUPERIOR MODEL 3300-RW, ELECTRIC GLOBE VALVE CONSTRUCTED OF MAXIMUM FLOW READING OF 166 GPM CALSENSE MODEL FM-2B WITH MINIMUM FLOW READING OF 11 GPM AND SIZE OF RECYCLED WATER METER. AMIAD MANUAL STEEL FILTER PER CITY OF ROSEVILLE STANDARDS, MATCH LINE STANDARDS AND DETAILS, LATEST EDITION. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT AND INSTALL IN APPROXIMATE LOCATION AS SHOWN ON THE PLANS. BACKFLOW DEVICE AND RESILIENT SEAT GATE VALVE THROUGH THE CITY CONTRACTOR SHALL PURCHASE 4" RECYCLED WATER METER, SINGLE CHECK COVER, 2-PIECE BODY WITH 44-KEY AND SH-1 HOSE SWIVEL QUICK COUPLER: RAINBIRD 44-NP: 1" NON-POTABLE, PURPLE LOCKING DETECTION LOCATOR TAPE. 1" ELECTRICAL CONDUIT FOR FLOW SENSOR WIRING - SCH. 80 PVC AT 30" DEPTH WITH TWICE THE SIZE OF TOTAL PIPE DIAMETERS WITHIN THE SLEEVE, OR AS NOTED, WITH 30" COVER. IRRIGATION SLEEVE - PIPE AT PAVEMENTS (SLEEVES) SHALL BE SCHEDULE 40 PVC. SIZE TO BE SHOWN. SEE NOTE NO. 10. LATERAL LINE - SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS, WITH 18" COVER, SIZE AS 24" COVER MAINLINE FOR POTABLE COUPLERS: 2" SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS WITH MAIN LINE IN ADJACENT PLANTER AREA. 24" DEPTH. MAINLINE SHOWN IN HARDSCAPE FOR PLAN CLARITY. CONTRACTOR SHALL INSTALL AT 24" DEPTH. MAINLINE 3" AND LARGER: CLASS 200 PURPLE PVC PIPE RUBBER GASKETED PIPE AT MAINLINE - 2-1/2" AND SMALLER: SCHEDULE 40 PURPLE PVC PIPE WITH SOLVENT-WELD FITTINGS P.O.C. BACKFLOW PREVENTION DEVICE BACKFLOW PREVENTER FOR QUICK COUPLERS: WILKENS 1-1/2", MODEL 975XL REDUCED PRESSURE SHALL INSTALL MAINLINE IN ADJACENT PLANTING AREA PER CITY STANDARD DETAIL. IRRIGATION MAINLINE, LATERAL LINE AND VALVES SHOWN IN CONCRETE FOR PLAN CLARITY. CONTRACTOR BACKFLOW PREVENTER. CONTRACTOR TO TIE MAIN LINE FOR QUICK COUPLERS TO DOMESTIC WATER LINE. INSTALL GATE VALVE AND SHOWN. BLOW-OFF VALVE INSIDE. TAP INTO RECYCLED WATER LINE AND EXTEND MAINLINE TO PROJECT SITE AS POINT OF CONNECTION -CONTRACTOR TO FIELD LOCATE EXISTING 6" RECYCLED WATER LINE WITH BOX AND

Roseville City CouncilAugust 17, 2022

Roseville City Council
August 17, 2022