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SCALE IN FEET
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II CONSTRUCTION NOTES
MULBERRY LANE � " " ' ��� ° ° 114 RISEN ��E
TORREY PINE COURT �NI�aL, woo XMEE
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EXIST, 8 WATER PER o �o ii � PLACE CONCRETE BACKFILL ODER SD PER PIAN
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C,C,W,D, DWG, NO, 97-W23-3 N o m m ' N �' IN � � �► 3 CONSTRUCT CMR INE TYPE PER RUC 24 M . INLET T E V R DE;A L HEREON
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EXIST, 8 SEWER PER AC PAVEMENT PER " ,
C,C,W,D, DWG, NO, 99-S16-4 In STREET IMP, PLANS I I I, IIL � N45,1019"E 1,96
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I 25 WIDE DRAINAGE
SEE DETAIL =�i><: IN DESCRIPTION of REVISION DATE APPROVED
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INLET TYPE V'37 TRACT BOUNDARY ,� «� " '' '"'�'t"�"1�"" TRACT 16302
24" CMP PER DETAIL
59.)5 TG
I I 0 RIGHT ORANGE COUNTY ENVIRONMENTAL M GE T AGE CY $TO PLAN STORM DRAIN PLAN
App *
59.0 FL G R N111041 pt cla of Pu61k M'orAt 1305 ,
TOP OF EXIST. " � 11•'� Rem
36" R,C,P. INLET TYPE Y
APPROVED BY: DATE: , G�
Underground Service Alert
CITY ENGINEER , �,
' RCE: 24953
9 � � Fy I N
NOTE: V
DESIGN MADOLE & ASSOCIATES, INC, RE M DED
CAIN A m MG CONSULTING CML ENGINEERS
TOIL FREE BURN OR CUT PIPE TO THE CITY IS RESPONSIBLE FOR OPERATION AND MAINTENANCE Q No, sz,s3 N X AND LAND PLANNERS
SURFACE OF CONCRETE * Exp: 9-30-05 DRAWN 10R601 o"cuCH STREET,, SUI ,307 SHEET
600 OF THE OVERPOUR STRUCTURE AND SPLASH PAD WITHIN
(909) 948-1311
FLOOD CONTROL DISTRICT RIGHT OF WAY, q clvl� ��`P CC 4 OF—L
227-260 ��'cA��E° 62183
CONNECTION DETAIL CHECKED RCE No DRAWING NO.
J �asz—D
TWO WORKING DAYS BEFORE YOU DIG V DATE f'2'o FILE No
PROJECT SHEET N0,
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