HomeMy WebLinkAboutC3.0_Existing Conditions GENERAL NOTES
1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON
THE PLAN.
\ 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND
CONSTRUCTION, ALL EXISTING IMPROVEMENTS THAT ARE TO
REMAIN AS NOTED ON THE PLAN.
I I I
Q / 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO
\ ct I REMAIN THAT IS DAMAGED DURING DEMOLITION OR
I CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED
EXISTING ZEBULON °'� \ BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
I HEIGHTS SUBDIVISION ,�� W \ J/I 8 I
EXISTING IRR. BOX I (NOT A PART) N 0
RIM=2615.90 EXISTING IRRIGATION
DEMO CONSTRUCTION NOTES EXISTING IRRIGATION
INVERT (N)=2613.60' (12" PVC) 7 RIM=2617.61' X RIM=2617.97'
INVERT (W)=2611.22 (20 PVC) INVERT=2611.95
Z INVERT=2612.39' O1 CONTRACTOR TO REMOVE FENCE AT SITE ACCESS
_ ® LOCATIONS. SALVAGE FENCE AND RETURN TO OWNER.
IR - _ =IR - - I - - L �� - - - - - ' - - - - R X — O2 RETAIN AND PROTECT EXISTING WATER METER. ADJUST z
X X - - � - - — — — — - - 6 TO FINISH GRADE.
' - 6 - 6 I 3 CONTRACTOR TO REMOVE EXISTING IRRIGATION PIPE.
- - -- -- - 2 W
0
EX. 12" CPP \ 9 1 I I/ W ip IV ip _ _ _ I II < EXISTING DRAINAGE DITCH TO BE INFILLED DURING FINAL
INVERT (NW)=2611.65' j I I III GRADING. o
\ INVERT (SE)=2611.36 i I I O EXISTING STORM PIPE TO BE REMOVED DURING FINAL
\ I v \V GRADING.
0/1�66`1 V AI �I IO
\ I �\�9 1 I I�QIII- O6 RETAIN AND PROTECT EXISTING IRRIGATION BOX.
I I I
,JI I 7 RETAIN AND PROTECT EXISTING IRRIGATION LINE.
\ I � SHED J ` I I -
I 3 I \ _ ® \ II 8 REMOVE EXISTING ROAD TERMINUS BARRICADE.
2619 I
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�. PHASE 1 I' II / RETAIN AND PROTECT EXISTING FENCE.
I i 2620
\ \ I 2621— J I 10 RETAIN AND PROTECT EXISTING WATER WELL. ADJUST TO
i "• •• • \ I I II FINISH GRADE.
FUTURE KINGSTOWN '. .. •. 9
/ 9 II SUBDIVISION PHASE 2 I v I Im z
\ '44 I \ ( Iocli
.f (NOT A PART) • .• I v W
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EXISTING IRRIGATION
o
:� I N
MANHOLE ® / � l ® I Io I z D o
\ RIM=2614.48' - _ \ I Im o
INVERT=2608.59' TBM #2 �\ ® _ f / I I W `� co
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y O
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GENERATOR PAD I \ N o
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Ly \ s �jV�OG/T�/S EXISTING IRRIGATION `
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MANHOLE Ua)SHOP�QA RIM-2614.76/ N INVERT=2610.91 =
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EXISTING SANITARY A I I I - - W
SEWER CLEANOUT �� ` 9
/ FUTURE KINGS TO
v v o
/ \ RIM=2614.71� �(/ / 6 \ I \�� \ F I —
INVERT (CL)=2603.24 `v / . • SUBDIVISION PHASE 2 \ �� \ Z W -
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N O / 6 ,I. • . ' . ° • (NOT A PART) \. _ I I z_ Q
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s EXISTING IRRIGATION SHOP \ ® I O - - - -
CIyq RIM=2614.69; TB #1Im Cn w
�iO INVERT=2611.19 261s � f \ - - - _ /- X II I z Z o
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EXISTING SANITARY r*0�'S'/0� /QN
y / \ SEWER MANHOLE
/ RIM=2614.23' 'qA �0440�6
INVERT/ (CL)=2602.61 1 /R X X\ \ � ` Q do m
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o J s EXPIRES 10/31/23
> 3 CAUTION: NOTICE TO CONTRACTOR
SHEET NO.
N UI s
N = o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ,
o a UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES O
1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION
CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE
o d � UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 03 OF 1 p
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig U