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I� WORK AND N>N"Cl?RIALS SHALL CONFORM TO THE STANDARDS CITY OF •
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x RU4Ta AND DIVISION III OF THE STANDARD SPE:C;IFICATIONS FOR
— � I %✓erf god = 3 ��� MUNICIPAL PUBLIC WORKS CONSTRUCTION, WASHINGTON STATE CHAPTER
lfro1e e4v os no IBA
AMERICAN PUBLIC WORKS ASSOCISTION, ❑ 1977. �
j i 6rrc F vs reyairc� 2. UTILITIES SHGQN ON THIS DRAWING REFLECT A SEARCH OF AVAILABLE CD. Tom= 3¢z2/ 343
/o ddUs%yrozrC INFORMATION. CONTRACTOR SHAD, VERIFY LOCATIONS OF EXISTING p
SICI J7174 1-9 - - - - I
UTILITIES PRIOR TO C(ICINC; CONSTRUCTION TO AVOID GRADE
j �edacri/g .s b CONFLICTS. NOTIFY UTILITIES TO FIELD-LOCA2� FACILITIES BE 48�F�. I 2.9
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CONSTRUCTI 3 3
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3. SILTATION CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO
OOM ENCING SITE WOW WHICH PROU)CES SILT -LADEN RUN-OFF. ALL
SILT -LADEN RUN-OFF SHALL BE DIRECTED TO SILTATION CCNTROL
FACILITIES DURING CONSTRUCTION. NO SILT -LADEN RUN-OFF SHALL
BE DISCHARGED TO OFF -SITE DRAINAGE COURSE (S) .
4. MAINTAIN 1.0 FOOT MINIMUM GONER OVER ALL STORM PIPE.
5. ALL BUILDING DOWNSPOUTS TO BE OCNNEC:'i D TO ADJACENT STORM
DRAINAGE FACILITY, i*ERE APPLICABLE.
6. PIPE SPECIFICATIONS -HELICAL AW-UNUM PIPE AS PER A..P.W.A.
16 GAUGE.
7. ALL STORM PIPE TO BE PLACED ON 4" OF CLASS "C" 3/40 GRAVEL AND
SURROUNDED BY A M1NIMLE OF 1 FOOT OF GRAVEL BEDDING COMPACTED
TO A MlINIM M CF 959 OF IUATIVE DENSITY. NATTVE BACKFILL SHOULD
LIIUMISE BE COMPACTED TO �5' RELATIVE DENSITY TO COVER. /lernoaP�� �O�� P
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