HomeMy WebLinkAboutG1.2 Enlarged Layout Plan (south)11 4" THICK CONCRETE SIDEWALK /$LAB, REFER TO DETAIL 114, US, 19, SHE G4.1
12 6' iiaci CONCRETE SLAB, SEE DETAIL 115, 15. 19, SHE. G4.1
13 MONOUfIIC CURB AND WALK, SEE DETAL 19, SHT. 64.1
14
r STAKING CONCRETE CURB, SEE oETAL 11 1. SHr. 04.1
s% 15 TYPE CONCRETE STOOP. SEE STRUCTURAL DRAWINGS.
16 E TYP EXPANSION JOINTS. REFER TO MAIL #19, SHE. G4.1
17
TYPE CONTRACTION JOINTS. REFER TO DET E 119, SHT. G4,1
s 18 WNU' DOIIII uMRLK TO MEET DRIVE OR PARKING AREA ELEV. 1:12
19 SLOPED CURB END. REFER DUAL TO D 1a, SIR. 64,1
ACCESSIBLE CURB -CUT RAMP. REFER ro cum. #21:11, SHE. G4.1
ACCESSIBLE CURB -CUT RAMP. REFER TO OCTAL 1208, SIT. G4.1
0 ROM OR HEAVY DUTY A$PWLT PAVEMENT, SEE DETAIL /IC, SHT. 04,1
O S WMAND ASPFMLT PAYMENT, SE DETAIL 11A, SHE G4.1
O3 V€W TENNIS COURT/ PATH PAIN, SEE DUAL 18. stir, 84.1
O NEM� QI SIT o ASPHALT A9PF{r�LT OCTAL 311 SHT. 64 I AREAS
()ASPHALT PAVEMENT TRANSITION, SEE DETAIL 12, SIR. 04.1
OCTAL SA M 1 -1/2" ASPHALT TOPPING OVER EMSTNG ASPHALT SURFACE, SEE GRIDNID PLAN
O NULL OFF (1 I/Y OR Dow RUBBERIZED ASPHALT, APPLY MEOW AND RETIWE RIM 2'
ASPHALT OVERLAY SURFACE WEDGE AIM LEVEL ASPHHLT AS REQUIRED TO MVNTA N DRAINAGE AND
MEET TRACK REBMATIONS. APPLY SYNTHETIC SURFACE AND RESTNPE PER REBUTA110NS AND EXISTING
LAI�OUTSEE COMES 19, SHT. 04.3
PROTECT Exam TREES SHOWN TO RENAN
O CONCRETE SLAB MM EXISTING ASPHALT PAVING JUNCTION, (BASE BM) SEE DETAILS 112, SHE. 04.1
10 TYPICAL FRONT ENTRY CONCRETE FNISHING. SEE DETAL #1a. SHE. 04.1
2I ACCESSIBLE CROSSWALK: 4" MIRE BLUE PAIRED 0140101. LNES, TYPICAL
2 REFER TO OCTAL 13, SIT. 04.2 MONO ACCESSIBLE U)00 AT ONO 5PAM REFER TO DETAIL 15, $HT, 04.2
OESSXIt
AO PARKING e! Run TO NEW /4A SHT. G42
24 ACCESSIBLE VAN PARKING SCR REFER TO DETAIL 148, SHE 042
®4 MOE MIRE PANTED LIE, TYPICAL AT CAR PARKING SPACES
1' WIOEx10t LONG WHEW PANTED STOP BM
4" WIDE BUJE PANTED UIES, TYPICAL AT BUS PARTING SPACES
MITE PAINTED DIRECTIONAL SWAGE SEE OCTAL 16, SHE. G4.2
4' MCC DOUBLE YEU.ON PANTED COMMUNES am YEUDW SINGLE LAZE DESIGNATIONS CST Di.
SEE PIAN
STOP SR NS 011 DETAILS 116, SHE. 04.2
a PIPE GATE, REFER To DETAIL 114,18, SHE. G4.3
32 SITE ICENT1F7GUION SIGN, SEE DETAIL 115, SHE. Al -2O, FNAL Lamm 1D BE APPROVED
BY ARCHITECT AND CITY
POST AIM PF DIRECTIONAL SIGNA�6E_ SEE DETAIL 11A, 0, C, SHT. G4.2
A
O ASPHALT G TURF EDGE. SEE DECAL. 14, SHE. 04.1
6" DEEP INN_ LAYER OF 1" 014 WASHED RNER GRAVEL AGGRE AVE
GATE R WEED BARRIER
REFER TO DETAILS 110, 11, 15, SIC G4.2
O CHWNUNK GJJE
REFER TO DUALS 110, 11, 14, 15, SHE 042
®FUG POLE SEE DETAIL 112, SHE. 04.2
BAY LAN sovE� aOG/ t% VW fiLM /1RCFNIECT
RAC
BMIE KS SOU. BE ORIGINAL "C CL00PS" MTH MBEIXE 4 NT TYPE INSTALLATION WNW.
BY COLUMBIA MAN 503/ 223 -1157 N COLOR AND FINISH AS SELECTED BY ARCHITECT
41 FORMS S SERIES COLOR AS SELECTED BY ARCHITECT.
O42 SEGMENTED UNR REWIND NAI.L SEE DETAIL 18, SHE. 04.2
O NM. DOCK UF1FR, SEE OCTAL 123, SHT. 64.1
BUMPER POST, REFER TO DEVIL /7, SHT. 04.2
NEW 1ENNIS COURTS. SEE OETALS 11-8. 13, SHT. G4,3
a DET 5 IN LOCATIONS NOTED,
RESURFACE HIGH .00MP AREA.
CONSTRUCT HEW LONG JUMP RUMORS AIM POS. SEE DEEMS #1o, 11,12. 17, SHE. G4,3
RECONSTRUCT SHOT PUT MCA SEE DETAILS 15, 0,
1 SHT. 04.3
ALL 1 1 AND_ CRAd(FN1ER 1N CCGATdt 1 GOVdt ENfIEE> II16 AND 1 -1/ ASPE ON NEW COURT BASE COURSE WITH GEOMETRIC PRIOR TO
51 TED T ,`TONASE p AS REQU O. AL T Icsaut IETPotUC
CURBS AS NOTED
52 NEW CONCRETE STEPS SEE D 2, SHE 64.2
O AS REQIMREO 5 11ET ;3S
O INSTALL 1 I/2" ASPHALT OVERLAY ON BUS ACCESS ROM) AS NOTED ADJUST GRADES OF
ADJACENT NEW INFREAEXORS AS REQUITED TO PROVIDE 6" FINAL CURB IEIGFRS AND
SY001H TRANSTION BETWEEN PRANG. CUT OUT AND REPLACE DETIORgf4TED ASFMALT
LE BASE
STONE AS REQUIRED
BAALL SEB SA 4STOP SEE DETAIL
SOFIBMJ. BACKSTOP SEE DETAIL
57 DUGOUTS, SEE DUAL
TOP DRESS EX10T14G WIELDS„ ONO CK, ETC. NM 1 1/Y LAYER BRICKDUST
SET NEW HOME PLATE, PITCHERS MOUND AND BASES SEE MEAL
0 INSTALL NETT FOUL POLES, SEE DEUL 1B, SHE. G4.5
61 CONSTRUCT 6" DEEP X 5' 410E COMPACTED UMW AGGRECATE NATURE PATH. LOCATION
AS NOTED SEE IJEEAL 117. SHE, G4.2
EXPAND EXISTING NATURE PA1H SHORN Eo REYNN TO 5' WIDTH AS NOTED N PLAN NOTE 161
CAP BALANCE WITH 2' C4MPACTEO LIESEONE FINES AS SHOWN N DETAIL 117, SHE. G4.2
PAVEMENT MAMMON W/ NEw 9 ExRSiING OVERLAY s& ourAL 16. MT. 04.1
D
19 SP#CES, 9 ;171 -NY
r f IS)
IIiU
ENLARGED LAYOUT PLAN (SOUTH)
V N89'5125"W (M) P489 39'05 "W 'V
1258.53' (14) (R)
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