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)TRUCTION NOTES
EXIST. EDISO O EX ST, POLE TO BE CL CB 20
9 f N CONDUIT �� ,,a°'` ,.�,,� ,�.::
RELOCATED
... � -- _., CL Cg : 21 �.
f `� ELOCATED BY OTRERS(TYP} �� W EXIST. EDISON ST. STA . 6-fi+18.07
CONST. 11 X 9 CAST -IN-PLACE REINFORCED %` EnIST. PO TO BE �S' ;' F wNPROP. R W _
PROP. R/W r 5fi6+55.13 S.D. w ST. STA fit+99.77 / &TEL: CONDUIT W=1U - V=5'
CONCRETE SINGLE BOX PER DETAILS ON SHT 12 RELOC TED BY OTHERS TYP ,/ 566+49.81 INT, SUMMIT AVE 1N w f EXIST. EDISON cc W=7' - V=5 $ WALK
�r � t �s () EXIST PROP SIDE
5 CONST. 13' X 6' CAST -IN-PLACE REINFORCED F <`` --� GAS PROP. CURB ?c GUTTER 57+62 € : ' EXIST. E
60+61.12 SUMMIT AVE. E „ c, I TEL. COAIDUIT 5fi8+40.31
,y ,. ,�' _ 9 =1+ 7 , :LAT,._9, CONDUIT
CONCRETE SINGLE BOX PER DETAILS ON SHT 12 - _s % / =214+56.11 LYTLE CREEK RD. EXIST. EDISON �, _ , N
/� -
a � !; =1+07.07 LAT. „^9' �� 9499 �.
EXIST. 36” CAS F ,%, CONDUIT
EXIST. 2 WATER LATER E L ,
6 CONST. 12 X 9 CAST -IN-PLACE REINFORCED % C� �26� �O�
,a /y}�I tl . LATERALr U
_ -�' f! ! t p o a o C,0 , IbT�, •C '_ :Lu.
CONCRETE SINGLE BOX PER DETAILS ON SHT 12/ S;/ S
f f T AEXIST. 4
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7 CONST. MANHOLE -CONCRETE BOX STORM DRAIN PER A.P.W.A. 323-1 EX. 48” W ��s GAS I �-' ---------------
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I - I ► n.}.x .v€ L�I� iA TABLEr J rJr�� WID, �JJ�rJ ��—J� nDR
8 CONST. JUNCTION STRUCTURE -PIPE TO RCB PER A.P.W.A. STD. 333-1 �ti,� PROP. 15 SEWER - -,,, 1 r4
! ,
ITEM
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f
I Y r YVY , V E69 �l�LTA'< - F-pq�. ��+7 LENtF� TANGENT
- CONST. JUNCTION STRUCTURE—PIPE TO RCB, PER A.P.W.A, STD. 334-1
N 45 22 56 E --- 33.56 ---ON 1ME BASIS IN A� t .� �pj r_ r1 '
Mr
10 CONST. TRANSITION STRUCTURE SINGLE RCB TO 46°03'31" 45.00' 36.17' 19.13' � N13E' '
BLICN : 8-17 GALIRANS BASF F. M i=f
SINGLE RCB PER A.P.W.A. STD. 341-1 N 04.40'35"W --- 15.25' --- THE BASIS OF BEARINGS FOR THIS MAP IS THE ;'• t, ` a a
BRASS CAP IN CONCRETE S.C.E. SOUTH LINE OF THE NORTHEAST QUARTER OF
13 CONST. PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD N 44'19'25" E --- 40,56' --- TOWER LEG, 543 N 0 HIGHLAND SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST , �' yA
SUMMF AVENUE a -- --- AVE., 0.20 MI. W/ SAN SEVAINE RD., _
SAN BERNARDINO MERIDIAN SHOWN AS
CONTROL DISTRICT STD. S.P. 176A N 56 45 30 W — 52,90 . .�
2.65 MI. W. ALONG HIGHLAND AVE., N 89 37 36 W ON A MAP FILED IN BOOK 88
—_ FROM SIERRA AVE. PAGES 36 THROUGH 42 INCLUSIVE OF SURVEY,
15 CONST. 72 R.C.P. D -LOAD PER PLAN. N 44'59'31 E --- x6.34 - f''fa
E1EVAilON: 1428,6090 RECORDS OF SAN BERNARDINO COUNTY.
Al
16 CONST. 24 R.C.P. D LOAD PER PLAN. REV. REASION DESCRIPTION DA ENGR. CITY DAA �
IP��/���� Pre ared Under The Su ervlsi0n
� ���� �I���I���T1�6� �� THE �EC�UIRE� p p
17 CONST. 36" R.C.P. D -LOAD PER PLAN. REVISED GAS, WATER & SEWER LINES . R a,��1. 4 PREPARED IN THE OFFICE OF
COMMENCE /ITHII N TWO YEARS OF THE DATE E F APPROVAL � T
1g CONST, CONCRETE COLLAR PER A.P.W.A STD. 300-2 pp p ADDED ELECTRICAL LINE AND SD CONNECTION I4r�� tit, �AD�L�A�DA��®�eA�E�9���° ��� ����� ������ � � �������
Lo°?
- _ Af AAAA n REV, LAT. 79E99 AND ADDED LATERALS L, M, N SHO HEREON AND CARRIED FORTH 1N DILIGENT MANNER, '� � ®RA�!JN � 9
20 CONST, JUNCTION STRUCTURE -PIPE I 0 PIPE PER A.P.W.A. STD. 331-2 � d No, 62183 � � 10601 CHURCH STREET, STE. 107 � SCALE: 199=409
�}— 9 DLS/DJ SD U E- B PHASE 2
196
RANCHO CUCAMONGA, CA 91730 SATE:
DIAL TWO WORI: F NG 0, P � R - R ,�s���� . � � � � � �� � � LA111 � 1T * Expi 9-30-05 ,� PHONE 909 948-1311 DESIGN BY: �� � � " � � � � Qo
25
CONST. CMP RISER PER O.C,E.M.A. STD. N0. 1327 �� � SAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVI&ON � O ( )
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,_ , a �,,� ;> Y¢.. 9 ,� _ � , , � � r,��, � , � � � �/��s �545 EASOF ° `��LE CREEK Do Nov 2003
YOU DIG YOU DIG amu, ,.- � � r
27 PROTECT EXISTING IMPROVEMENTS IN-PLACE L , - -BRING C HEMI INTO CONFORMANCE WITH CONDITIONS AND '��[1Fr%A1 �- -'` -pate � o�r� CHECKED BY: AP 4VED 8Y #` / DRAW NG NO.:
TOLL FREE - 1®500-227-2600
PUBLIC ERC Y UNDERGROUND ALERT �� RCE 62183 EXP. 9-30-05 ATS/JG
28 CONST. 3099 R.C.P. D -LOAD PER PLAN Al STANDARDS IN EFFECT. �� ��.1 �
'CITY ENGINE �R.C,E. 51152 ®ATE
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