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<br />UNDERGROUND IMPROVEMENT PLAN
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<br />THEEARCONTRACTOR SHALL EXCAVATE, FILL AND GRADE THE PROJECT SITE IN ORDER �'� �r►58 59
<br />THAT SITE IMPROVEMENTS CAN BE CONSTRUCTED TO THE GRADES AND SLOPES I HWORK z
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<br />f f I I =1,0. IN i LL WERPIP
<br />SHOWN ON THESE PLANS. ALTHOUGH AN ATTEMPT HAS BEEN MADE TO BALANCE I 1
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<br />EARTH CUT AND FILL QUANTITIES, DUE TO THE APPROXIMATIONS OF EXISTING 1 i R�1R�.��
<br />GRADES AND OTHER CONDITIONS NOT PRECISELY KNOWN THE ENGINEER DOES NOT f Ilf I ►�' ► i" ► p►� �< a®
<br />IIS I, III I
<br />. .::GUARANTEE. ,THAT SUCH CUT AND FILL QUANTITES WILL BALANCE. AS EARTH WORK
<br />OPERATIONS PROGRESS, MINOR ADJUSTMENTS IN GRADES MAY BE MADE IN ORDER III fIIII I I I /
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<br />TO BRING THE CUT AND FILL QUANTITIES MORE IN BALANCE, BUT SUCH CHANGES q f� X11I I
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<br />CAN ONLY`BE MADE AFTER APPROVAL OF THE OWNER AND THE ENGINEER. THE fIII I ! '►,
<br />COST OF`SUCH ADJUSTMENTS,SHA,LL BE .PAID BY,THE CONTRACTOR AND NO EXTRA
<br />"
<br />PAYMENT WILL BE ALLOWED. ANY SURPLUS EARTH MATERIAL SHALL E DISPOSED
<br />OF AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. ANY Ilf II`® I I ,
<br />57
<br />ADDITIONAL EARTH MATERIAL NEEDED TO COMPLETE THE ONSITE GRADING SHALL II �`� `ae
<br />BE PROVIDED AND ,PAID FOR BY THE CONTRACTOR. ANY FILL PLACED SHALT. BE � I� �
<br />PROPERLY COMPACTED AS REQUIRED BY THE PLANS AND THESE SPECIFICATIONS: ! ' 1 1
<br />" A° EARTH FILL TO ESTABLISH PAVED AREA, SUBCRADE SHALL BE COMPACTED TO A I � ,,i, \\
<br />MINIMUM RELATIVE COMPACTION OF 0%, EXCEPT THAT THE AREA WITHIN 6 �-
<br />BELOW SUBGRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION �--T t
<br />OF 96%,�k56
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS AND (( (II�i e�e,'�► '.
<br />BUILDING AREAS SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION I� �I
<br />OF ESO%', -- }-I84
<br />C. FILL AND COMPACTION IN THE BUILDING AREA SHALL BE IN ACCORDANCE I III �Ifgi ! r
<br />WITH THE BUILDING PLANS AND/QR SPECIFICATIONS. I I1= I I 32 1 I I �~ { !
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<br />KI I III oilW�4 55
<br />1 : CONSTRUCTION STAKING IS NORMALLY PERFORMED` BY THE ENGINEER WHO PREPARIC? I II I j I fol j I I I I I
<br />THE PLAN, THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND �- - �- - -�----- I 1 f k ( I �� , I
<br />ADJUSTMENT' OF THE PLANS, IF NECESSARY. THIS NOTE GIVES FORMAL NOTICE III I f III �' I85
<br />THAT THE FIRM OF WONG ENGINEERS, INC., CANNOT AND WILL NOT, TAKE 6 �c�0 II ,
<br />1 RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND ; I LN
<br />w WHI.H COULD HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED AND I �^ _'�I
<br />R INC.,ERFORMED THE CONSTRUCTION STAKINGEAGC T I I
<br />WORK.
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<br />MITIGATED ,Ld
<br />ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORK SHOWN I)54
<br />ON THIS PLAN ONLY. �II�
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<br />LEGEND
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<br />E"X� NTNG TO C�CONSTRUCTEDI �t
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<br />STORM DRAIN PIPE: CONT ACTOR'S OPTION:
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<br />EINFORCED (CONCRETE PIPE, RUBBER GASKETED, I 11
<br />{ �� �� µ k ASTM C-76, L�SS ;III I f88
<br />SANITARY SEW'..,, LINt_. � �. VC GRAVITY SEWER 'PAPE, ASTM D-2321 UNI B- � II � � I
<br />I ','STORM DRAIN LATERAL 3. .,ASS 20O(DR 1 '' PER A WA 300) SPECIFIED
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<br />SEWER PIPE: CONT ACTOR'S OPT'I N:
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<br />1. ITRIFTED C SAY I I I f I , _ Ar6EWER ,,.
<br />SANITARY LATERAL � 2. RS r f I I II I 1.UC� t
<br />-3. VC (SDR -35 11"STOFM DRAIN PIPF-
<br />SANITARY LA�IPH0LE NOTE: ABS SHALL CONFORM .TO ASTM D2680-80 WITH
<br />TYPE OR OR TYPE TSC JOINTS
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<br />mme T_ - R LINE'.' INST LLED .BY CA WATER
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<br />DUCTILE IRONF�IP�E � .
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<br />PLANS
<br />REVISIONSi JO . 4
<br />APPROVED S TO SANITARY SEWER ONLY. DESCRIPTION Z T Y s e AT JUNE ISSN EAGLECREST UNIT TWO
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