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A PU13LIC
REVISION DESCRIPTION
'INE TABLE CONSTRUCTION NOTES
LINA BEARINGLEND LINE 864R/NG L "WTH� I INST L L ' " P I PIPS; ` J R APPROVED
L1 td44:59'JI"E JO.1 L3, 15 °5 20"' 102. C�} � 7 LE
L CURVE DELTA AIN LEi TI TANGENT 52.86 29.95 II�� TALL 1�" HOPE DRAIN PIPE $$, 1 L i N5'§fib° fir, 1= i7
L5 .�`51'S"E" 121.31 L.� N�°?'S s "'�. �1� C 1 6�g 1 �'S�" 4 96
N9°49 C2 2 1 t99' 3 3 16,31 ITSL 1i-0 1 -L
L4 N 1'1 J'15" s 61 L. S
N55 X 1'45" i4,1 LS58'52'14" 59. C" 57'4%" 45.00 4Z O9 96
L6 di °J ' 5" Lji a INSTALL 18" DIAL RC 113 -�-LOAD)
N, 10 40T r
17i O C , 4 1'24" 22,,59 1, 9 6.96
col
N4 °11 € 61.11 L �i�100'56'07"W; T L . " DIAL RCP 1 ,5 C- LOA
L8 N J' l 1 ' ,9 "Pl 1Z42 LJ9 N 1 °09'4 c 25.4 C , 45°09'60' 45.00 5.j4 _18.64
L9 586g4,51 "1 28.75 L49 N4 7 `4'SI "E 61.4
Ci 6 '9t ' a59 12 .99 INSTALL ", DIA, PCP I. D--LOA.D
L10 s N11°4 ' 1 # L4I ? Iii C 90100'W 1 22 59 3 4 22.50
5`41 '09"
! L i 1 ", i" C 4229 4 „51 1 . .7,5 U INSTALL j6" IA. PCP YI 5CI -LOAD)
N1 ° 4 , 3 L42 N4 ' 11 0 4.92
L12 x'88°49455 49.Z L43 j N48,11'09'"w ,75
1 08INSTALL BROOKS PRODUCTS C9-- ` CATCh BASIN WITH BOLT OWN
L N 1 ° I 'i 41 L44 -N48'1 1'99' Z99 1 .STEEL PARKWAY CRATE" OR APPROVED. EQUAL PER DETAIL" STMT 6.
L14 S' ' '9fT 18,24 L45 N48,1 1'99"v/ 0,16 LIN TABLE f
L 1� 76°11 3' I 29.27 L46 N6' 5 4� W %4
INSTALL PCCI� PRODUCTS CB -2424 AT ', 'I WITH BOL DOW
1 ��g G)
L16 �`76$11'.5�"6 x,5.9 L47 N,7g11'1,�" 3.
TL PARKWAY GRATE APPROVED EQUAL DETAIL, SRT 6.
L 17 14 °455 i BOLT POWN
" 46.1,E L4 N58 -50'20-V/ 36.9 i a i 1 " 1 INSTALL BROOKS PRODUCTS C - 21 C TC, ; `IN WITH �L65 N31 1�1� 1 I I - , "f 1 PARKWAY CRATE OR APPROVED EQUAL PER DETAIL, I , lel.
L 18 N9 19" " C, E � 4.6`1 L49 N6,3`4,,�1 I,4� a L6 N1'4� 7� � 19, STEEL
6.
L 19 N949'5 14,0 L5 7169.45'26" 26.4 L6 N58'12'58 "E 19.68 i
' ,i 11 INSTALL ' CLc , NOUS` TO GRAD PER TAIL 11 C SHT .
L20 i 41 `48'51 Off' 75,05 L 1 N4758'14 ' ,�, L' N82'1 1 W 15.60 �
L21 N71*4E '51� 1393 L52 N13 1'32 IW 46.62 L69 N82,10,51 N/
4 4 I � INSTALL `N, L LAST" DRAW N CL N OUT O 1 "AND 1 #i
L22 7159 ,79'36" 7X L5 Al5J'44'2 ' PY 45.91 L 0 N5 `49'09 "E � . 4�J � I " � � C
L5 N59'39'36 TV 11,158'50'22"W
q� /�� PIPS, PER IAN�ACTI�R�R .PECI�I�,,AT�I� Alva DETAILS Iry SHEET %
1-.54 1,58'5 ' " 42.99 Lit h/, 1°09'40"x' 34,99
i L24- 7134° '15" 1 , 1 L55 I'69 '4 " , 4,174 " L72 .�I`19'I56,6' "L" � 1� CONSTRUCT CATCH A `IN PER CITY CE FONTANA TGA, NO,
I I.
=PER PLAN, V=PER PLA
L 25 716956'C1 RE 59.J7 L56 556°1 '. 7'"W 9.99 L 7 I.5 °4 9s" -1
L26 N41,48'51 i"E 15.00 L57 N51°99,40"E 9.59 14 CONSTRUCT CRATING CATCH SIN --,ALLEY PER .P W.A. STD. PLAN 304-2, HEREON
L
L58 N20'37'180E 6.0
' L59 N58 -50'20'W 15.48 05M
IN TALL D. ANHOLE PER A.P.W A. STD. PLAN J20-1, SHEET 6 AND LOCKING
i
MANHOLE LIDS PER A.P.WA. STD. 210-.Z SHEET
"
a " " 106 INSTALL S.D, MANHOLE PER A.P.W.A. STD. PLAN 21-1, SHEET 6 AND LOCKING
MANHOLE `i ICL LIDS PER A. F . W , STD. 210-2, FREE` ,
7 CONSTRUCT JUNCT ION STRUC TUBE PER A. R P11A. STD, PLN JJ 1- , SHEET
1 CONNECT TO EXISTING STORM DRAIN PER A.P. WA. SID. PLAN J5-1, SHEET 6
9IJILDING WALL 1 9 INSTALL 15" MOPE DRAIN PIPE
C INSTALL 10oxWell IV" OR EQUAL APPROVED INEJECRON WELL PER DETAIL SHEET 4
i UPPER LEFT,
1
CONSTRUCT INFILTRATION TRENCH AND PICS AL PER DETAIL S CEJ
GRADING PLAN. GRADING PLAN, NOT A PART OF STORM DRAIN PLANS.
GROUTED COBBLE OUTLET STRUCTURE PEP, PRECISE GRADING PLA;
}}
GROUTED COPN�E SPL WA / STRUCTURE PER f R 'CI `E GRADING LAN,
FS PER
' H
GRADING PLAN
FF 2Z
�4 /N TALL STAND PIPE" INLET STRUCTURE" PER DETAIL SHEET 4,
CLN-OT STORM DRAIN PLAN,.
FOOTING SAME SIZE AS INSTALL 18" HPE" DRAIN PIPE
ROOF DRAIN
SIE PER
BLOC 6
INSTALL ADS 1 ATE1 QUALITY UNIT" OR APPROVED EQUAL) '
�� r
v PER PLAN, I AUFACTURE-R"S SPECIFICATION AND DETAIL. ON SHEET �
SIZE PER PLAN
1 INSTALL KRISTAR 7 -LOW -GUARD" - PLDs OR APPROVED EQUAL
_ ROOF DRAIN M � PER MAU ACTURERSPECIFICATIONS ANIS DETAILS ON SHEET
PER BUILD ,NO 1Z A41N PER
PLUMBING PSN STORM PLAN , INSTALL ,LO LA T RAIN AIN WITH INTERNAL HOOD
OP APPROVED EQUAL)PER MANUFACTURER'S SPECIFICATIONS 1
AND DETAIL ON SHEET Z
' 9
CONS TRUC T rJUNOTION STRUC TDRE PER A. P WA. ,STN.. PLAN 3540- 1" SPEE7
C INSTALL 4"P,5 RA/N PIPE S=U010 TIN,
1 IN 'TALL ROOF DRAIN DEEP DETAIL HEREON
-
INSTALL 6' SDR -j5 STORM DRAIN S=0.010 MIS!
4"i S R .5 STORK PAIN CONAIECTIC N PCP RETAINING WALL DRAINS i IP CAP.
.8
4 4p" CLE OLtT PER ETAIL ; 1 ON S`HT PCP RETAINING AL.i 1 RAINS.
9 -I
05- 1 1S SKATE PARK DRAIN PEP D TA L O'N SHEET 5.
B" DIA DECK DRAINS PP ARCHITECT DET41LS.
ml -
opialow
SECTION
I
0
J
r� STANDARD PLA
GRATING CATCH BASIN -ALLEY
,Sc..
fLONGIT 304
IOf! 2
SALE IN FEET
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Prepared Under Rie SuperVision