SW5190201_Sheet 11 - Storm System P & P_7/16/2019

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SANITARY
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-
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00+00 00+50
REVISIONS
01+00 01+50 02+00 02+50
620
619
618
617
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598
597
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J 595
03+00
620
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618
617
616
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608
607
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EXISTING
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-
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620
619
618
617
616
615
614
613
612
611
610
609
608
607
606
605
604
603
602
601
600
599
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618
617
616
615
614
613
612
611
610
609
608
607
606
605
604
603
602
601
600
599
598
597
596
595
594
GRADE
RADE
00+00 00+50
619
618
617
616
615
614
613
612
611
610
609
608
607
606
605
604
603
602
601
600
599
598
597
596
595
594
01+00
—■
1. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING
BUT NOT LIMITED TO, SITE LAYOUT, GRADING, UTILITIES,
LANDSCAPING, OR LIGHTING SHALL BE MADE WITHOUT THE
APPROVAL OF DEVELOPMENT ENGINEERING, INC.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILITIES (ABOVE AND BELOW GROUND) PRIOR TO CONSTRUCTION.
ANY CONFLICTS OR RELOCATION OF UTILITIES SHALL BE
COORDINATED BETWEEN THE CONTRACTOR AND THE APPROPRIATE
UTILITY COMPANY AND/OR AUTHORITY.
3. THE CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT SILER
CITY STANDARDS AND SPECIFICATIONS TO REFER TO PRIOR TO
AND DURING CONSTRUCTION OF THE PROJECT.
4. THE CONTRACTOR SHALL OBTAIN ALL APPROPRIATE PERMITS FROM
SILER CITY AND/OR NCDOT PRIOR WORK WITHIN THE ROW OF
THE PUBLIC STREETS.
5. GC TO VERIFY RECEIPT OF FINAL PLANS WITH PROJECT
ADMINISTRATOR AND CIVIL ENGINEER PRIOR TO ORDERING STORM
STRUCTURES & PIPE.
Cl = CURB INLET RIM = TOP OF MANHOLE
JB = JUNCTION BOX FES = FLARED END SECTION
TOC = TOP OF CURB RS = RISER
GI = GRATE INLET
GRAPHIC SCALES
3 0 2 4 8
VERTICAL: 1 INCH = 4 FEET
40 0 20 40 80
HORIZONTAL: 1 INCH = 40 FEET
CALL BEFORE
YOU DIG.
ALL
CONSTRUCTION
TO
SILER
CITY
STANDARDS
& SPECIFICATIONS
FINAL PLAN - NOT FOR CONSTRUCTION
1. 2019-02-11 REVISED PER TOWN & NCDENR 1ST REVIEW COMMENTS.
CAMBRIDGE SOUTHEAST
ESTATES
SILER CITY NORTH CAROLINA
SCALE: HORZ: 1 "=40' , VERT: 1 "=4'
STORM DRAINAGE
PLAN & PROFILE
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07-15-19
DEVELOPMENT ENG1 NEE k1 NG,
SHEET
NO.
11
of
17
2. 2019-02-25 REVISED PER ADDITIONAL NCDENR COMMENTS.
ORIGINAL DATE: 09-07-18
3. 2019-03-18 REVISED PER TOWN 2ND CONST REVIEW COMMENTS.
P r o f e S S / o n a l E n g/ n e e r/ /7 g C O /7 S U l t a /7 t S
244 West Millbrook Road, Ralei h, NC 27609 Phone: [phone]
P. 0. Box 17705, Raleigh, NC 27619 Fax. [phone]
www.d-e-ine.com E-mail: [e-mail]
4. 2019-06-19 REV PER TOWN 3RD CONST REVIEW & NCDEQ 1 ST STORMWATER COMMENTS
LATEST REVISION DATE: 07-15-19
5. 2019.07.15 REVISED PER NCDEQ 2ND STORMWATER REVIEW COMMENTS.
PROJECT NO.: 16-154