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\\ \\ \ \\ ,'nn 833.52 833'34.64 INLET RAINAGE MH 832.82 44 834 C
O \\ �\\ \'� 1.0%
834.31 - 832.72 INV. = 7.67
833.38 ADJUST T GRADE 834.04
UK
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\�833.81SDI ��0GE85112' P DRAINAGE MH
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TOR - 4 38
�I �•51 - - - - - - - - - - ---------� -
833,61 ADJUST CASTING I INV. N 8342
340 ---� INV. W -3. 6.
1-TORG83E - - ti -- REPLACE WITH °� INV . 57 25.
Mp
suss ---------------
_____- AOJlicrrarnNr,-----------------------ORB-GRATE _� UNDERGROUND
-- ---'0-GRADE------------ -- 834.24 RETENTION SYSTEM
_N REPLACEWITH 833.7290 _ _833.7a________________ (PER PLAN
------� -- -- - 834.---------------� I 834.23
834.14 4 833.83 834.33 833.73 05
14
833.64 833.83----------------- 33.83 834.43
E--------- -- ---- - 8 ---834 - ------ -- 33.93 i
,46 833.95 --- --833.95- - - - - - - -334.8---- 833. 5
ti�FDER6ROttNB--- -- 18 -- - -----tbx---- -1�- - -- --- ae
R TION SYSTEM_ _____ _----------------- -- -- 1
�RFk -- 834-- -- -- - - -----To% - 1.0% -----:1RASWIRL-MAN
_ be 834.59
3 .59 83421 834.59 _ 834.50 - - - - - - - 834• - - - - 834.50 - - _ �0 R = 8:
- - - ----- BM. ---------Bb4.----em.w 347
- - - - 834.78 -34.20
78 834.28
--------- .-----834- ---------- 7Q ---
=7 835.00834- - - - - - 835
------ .21 634.------8ao �.80 40 834.64 ------ -� 1
E----------- - - - - - - ---- 8930 b----1�------- DRAINAGE MH I
__ TOP-= 83J.471
atE--------- - ------------------------ ADJUST USTING I I�
- ------ ----
ADJUST CASTI G _ _ _ _ TO GRADE _ J
TO GRAD € - T T - - - - 8344.5500 - - - - - - - - 835.00 REPLACE WITH CUR I
EXPANSION OPEN GRATE TOR =
REPLACE WITH 8 .5 834,Sp
OPEN GRATE 834.6 834.6 g34,gg INV. E =
I I I I I I 634.46 634.46 e34.90 634.79
835.01 + �T -I- - - DT - - - 834.40 834.29
-U - UT - - - - - -OT-- - - - - UT - - - - - - UT --- LR - UT ---
834.51 n o o--- -- ----� ------
3A 5 D RA I N A G 838 83a.91 834.83 834.33 835.19 to
TOR - 83 .50 834.41 834.33 834.33 t 0% 834.69 834.28 f
at /
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835.72
835.22
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GRADING GENERAL NOTES
1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR
ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT.
2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS
NECESSARY.
3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT
THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT
MATERIAL.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING
AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE
DAMAGE TO ROOT SYSTEM.
5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN
AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER
REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO
CAUSE DAMAGE.
6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE
FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED
ACROSS THAT SEEDED AREA.
7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING
CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS
OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR
ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED.
I CL'CAIn
835.19
834.69 INDICATES TOP/BOTTOM CURB ELEVATION
835.54 PROPOSED SPOT ELEVATION
�- 827 _�
PROPOSED GROUND CONTOUR
EXISTING (OR UNDER CONSTRUCTION) GROUND CONTOUR
/
STORM SEWER CONSTRUCTED B.P. #1
---------------
ROOFDRAIN UNDER CONSTRUCTED B.P. #1
❑
STORM INLET CONSTRUCTED B.P. #1
(ADJUST CASTING TO PROPOSED GRADES SHOWN)
O
STORM MANHOLE CONSTRUCTED B.P. #1
(ADJUST CASTING TO PROPOSED GRADES SHOWN)
•0'0'
PROPOSED CLEAN -OUT
---------------
PROPOSED STORM DRAIN PIPE
Indiaill
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KEY PLAN
OVERALL SITE "A"
SCALE:NTS
PLAN 111111
Developer:
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COPYRIGHT & OW NERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND B THE SOLE
omeTROPARTIESISNTB�CSTUS olslUOOTHER Om EONREDA
TY RIGHTS OR OTHER RESERVED RIGHTS ALL
ORMATION COINTELLECTUAL NTAINEDHEREIN CONSTTUTE$THE ORIGINPL ME
PUBLISHED WORK OF THE TECT, IAMES R. STU-N, AND
PEOCOR DESIGN THEGROUP LLCC NIO PART OR WHOLE OFFTHIS DESIGN.
THESE
ORAGG
THE
RE111T111 OR OR
NO OR BUILDINGS SAY BE
R. COPIEDCEXHIBIIULTINGEO IED HIOTOGRAPHEO PUBLISHED.
THE
SPECJANESIFIC o1.U-C PON ANY-COYR p,sR.
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
0v09n]
Drawn By Checked By
DBH DBH
Last Revision Date
Sheet Title:
Area W
Grading & Drainage Plan
Sheet Number:
C304