SW7120106_APPROVED PLANS_20120424

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��orIO���O
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
204 7`
YYYYMMDD

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NOTESI • _
1. OWNER/APPLICANT. RIAL CORPORATION
PO BOX 2444 , }.
GREENVI LE. SC 29602rN-
2. PROPERTY IDENTIFICATION: 6872-98-5270 °r' N
RECORDED REFERENCE D.B. 840, PG. 531 P.C. 'C'. SL 1921\ y N w
3. TOTAL PARCEL AREA: 38.979.468 sq.fL - 894.85 acres Z N
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UPLAND AREA 34,477.399 agfL - 791.51 acres f- w Z In c 3 v ¢
WETLAND AREA a 4,502,069 sq it - 103.34 easeU2U C)
4, PROPERTY IS LOCATED IN A F.I.R.M. ZONE 'X" SHADED 'X' & 'AEA (EL 6) y' Y; InCd
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COMMUNITY PANEL # 3720OU7200J E 372D6BB200J (DATED 02/04/09) rL wi V1 $ -
SUBJECT TO CHANGE BY F'EMA 1k �� •O V m I? E
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5. BOUNDARY INFORMATION BASED UPON PLAT ENTITLED 'BOUNDARY SURVEY FOR RIAL CORPORATION'. ;� a C9 Z Z °; N v
DATED MAY 2004 BY HOBBS. UPCHURCH h ASSOCIATES, PA. - o
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6. WETLAND INFORMATION ON THIS PLAT WAS REPRODUCED FROM A WETLAND SURVEY ENTITLED Z 0a c
NNNSBROOK DEVELOPMENT. SERVE COUNTY, NORTH CAROLINA. WETLAND DELINEATION ORIGINALLY �
ISSUED AND SEALED BY J. GARY CULP OF HOBBS. UPCHURCH & ASSOCIATES, P.A.. WITH A REVISED o
DATE OF 4/28/05. Lij
7. PHASE 2 TOPOGRAPHIC INFORMATION BASED UPON FIELD SURVEY BY QUIBLE & ASSOCIATES. P.C.
DATED OCT.-DEC. 2011. :� ✓�
$ PROJECT SCOPE THIS PLAN PROPOSES THE CONSTRUCTION OF ROADWAY, WATER. SANITARY SEWER.
STORM SEWER. STORMWATER MANAGEMENT. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ";� -' • ♦ �,t ...,11 ar +,+ ,
PRESERVE OTHER
VE P D. IMPROVEMENTS NECESSARY FOR THE PHASE 2 DEVELOPMENT OF SCOYICH HALL S •' Y ,�� \�P ••,��+i♦ �,
"� "_ r.• .�� Ov♦:J�4`t' �o fig 0
9. ALL WORK SHALL BE PE RFORIVED IN ACCORDANCE WITH THESE DRAWINGS, THE LATEST EDITION OF �► t�f�1,( lr O F
�.
T N ROADWAY STANDARD DRAWINGS
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION CDO OAD D -
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AND SPECIFICATIONS, RULES GOVERNING PUBLIC WATER SYSTEMS (NCDENR W5'S), NCI>EEIR DIVISION ,� � � _ �
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OF WATER QUALITY AND BERITE IRONS. ,. M Qu CWN�If REGULATIONS.
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O. THE EXISTING STRUCTURES, PIPING AND UTILITIES SHOWN
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1 LOCATION DIMENSION AND ELEVATION OF RCS,
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ARE BASED ON THE BEST AVAILABLE DATA AND ARE APPROXIMATE THE CONTRACTOR SHALL ♦ U
♦ .
VERIFY ALL DATA IN THE FIELD PRIOR TO CONSTRUCTION TO HIS OWN SATISFACTION . THE
INIfiY VI DIAMETERS
•�s.}•� County)
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DIAMETERS OF ETISTING PIPING ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO PERFORMING M" 11�1e / •
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FINAL CONNECTIONS. THE CONTRACTOR SHALL PERFORM ANY TEST PIT WOP3C OR PROVIDE LOCATION „ , nirrt
SERVICES AS REQUIRED TO AVOID CONFLICTS WITH EXISTING UTILITIES. CONTACT NORTH CAROLINA =7,rJ' 0O
ONE -CALL AT TELEPHONE NO. 1-800-532-4949. 48 HOURS PRIOR TO PERFORMING ANY
EXCAVATION TO HAVE UTILITIES MARKED.
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11• CHANGES AVOID CONIFLICTTSS WITH EJOSTING ELECTRICALSYSTEMS. MECHANICAL PIPING OR STRUCTURES FROM THAT SHOWN ON SYSTEMS, EQUIPMENIN T. y �i ER TOa o o N y w F w A vi
STRUCTURES, OR EXISTING PIPING. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHETHER 22 E CONTRACTOR SHALL PROTECT TRACKED
EXISTING PAVED SWIRL NOT ANY DAMAGED PAVEMENT SHALL BE w ao 5 to F 0 z (Lw w m a zd
THE CONFLICTS ARE SHOWN OR ARE DISCOVER® IN THE FIELD. LIKEWISE, ALTERATIONS TO REPAIRED IE MATCH EXISTING. TRACKED EQUIPMENT WAIT ALL HE REPLACE ON PINE SURFACES. S Zw X,r..-06
EXISTING ELECTRICAL SYSTEMS, MECHANICAL SYSTEMS. EQUIPMENT OR r-L IING PIPING IN ORDER TO ANY PAVEMENT MARKINGS DAMMED BY CONSTRUCTION SHALL IFI REPLACED IN KIND BY A N a ci z (A _j F z z w
PAVEMENT MARKING CONTRACTOR FROM THE hCDOT PRE -QUALIFICATION LIST. ° m 3 a ( d o
ACCOMMODATE NEW PIPING, STRUCTURES AND EQUIPMENT, SHALL BE THE RESPONSIBILITY OF THE Q� `'' iEga � 0
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE OWNER AND THE ENGINEER MUST F.
APPROVE ALL SUCH CHANGES, 23. ALL PROPERTY PINS. AND RIGHT OF WAY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE y a w m o ( o fl
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REPLACEDBY
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A LAND SURVEYOR LICENSED BY THE STATE OF NORTH CAROLINA.a o w z � p w z o
12. MAINTAIN AND PROTECT ALL OVERHEAD AND UNDERGROUND ELECTRICAL. TELEPHONE, CABLE TV, U s
WATER, AND ALL OTHER UTILITIES DURING ENTIRE CONSTRUCTION PERIOD. SEWER SYSTEM AND 24.. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO w � w 2 N Z
WATER SERVICE INTERRUPTIONS AND OTHER UTILITY OUTAGES WILL NOT BE ALLOWED. KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES. SWALEB. AND OTHER � .1I � � � � c+� CL � ( EEO (^
DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE ar w 1 p Y,i ci � m C za,m w �
WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT w - ( rR 5
13. ALL PROPOSED WATER LINE AND SEWER PIPING SHALL MAINTAIN A MINIMUM COVER OF &0 FEET. CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOL �'" � � a � w (L a oo W
PROPOSED WATER LINE AND SEWER PIPING SHALL BE INSTALLED AS REQUIRED TO ALLOW FOR MATERIAL AT NO ADDITIONAL COST TO THE OWNER.�d a
MINIMUM 18' VERTICAL SEPARi.TION BETWEEN NEW PIPING AND EXISTING UTILITIES.
25• SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS• AVAILABLE SOIL.
14. PROVIDE A MINIMUM OF 1B INCHES CLEARANCE BETWEEN PIPING AND FOOTINGS, STRUCTURES, AND AND HYDROLOGICAL DATA. REMOTE WATER BY BMCHING. SUMP PUMPING. OR OTHER METHODS TO
OTHER PIPING UNLESS OTHERWISE INDICATED. A POSITIVE GRADE SHALL BE MAINTAINED FOR THE PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES
VERTICAL ALIGNMENT OF ALL WATER AND SEWER PIPING TO ELIMINATE THE FORMATION OF AIR TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO
POCKETS. PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK
BELOW EXISTING WATER LEVELS IS COMPLETE, w m
15. GATE VALVES AND VALVE BOXES: PROVIDE AN D7UTENDED VALVE STEM WHERE DEPTH TO TOP OF Z
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VALVE EXCEEDS 5 FEET. 26. CONSTRUCT EXCAVATION SUPPORT SYSTEMS AS REQUIRED BY OSHA AND U.S. ARMY CORPS OF ix N
ENGINEERS SAFETY AND HEALTH REQUIREMENT MANUAL EA 385-1•-1, SECTION 25 AS A THROUGH E C]
16. HORIZONTAL DISTANCE IS INDICATED FOR ALL PROPOSED PIPE LENGTHS SHOWN ON THE DRAWINGS, AACTIVVIITE,� TELY SUPPORT EXISTING SOIL AND ADJACENT STRUCTURES DURING EXCAVATION
DEFLECT PIPE JOINTS AS REQUIRED TO MAINTAIN WATERLINE AND SEWER ALIGNMENTS SHOWN. THE
CONTRACTOR SHALL PROVIDE ALL PIPE FITIINGS AS REQUIRED FOR COMPLETE AND OPERABLE PIPE (n m
INSTALLATIONS. 27. THE CONTRACTOR SHALL CONNECT ALL LOTS ALONG THE PROPOSED WATERLINE wGNMENT TO THE p (+- 0
PROPOSED WATERLINE WITH NEW WATER LITERALS. VALVES, METERS, METER BOXES, AND F-
APPURTENANCES WHETHER OR NOT SHOWN ON THE PLANS. a=
17. CONTRACTOR SHALL PROVIDE; ALL CONNECTING PIPES AND TRANSITION PIECES REQUIRED TO MAKE Z
FINAL PIPING CONNECTIONS, z m Z
28 ROAD. WATER. SANITARY SEWER. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE In
18. VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL DEICES MALL BE CONSTRUCTED INSTALLED UP TO THE APPROPRIATE BLOCK LINES. CONTRACTOR SHALL INSTALL STUBS AND PLUGS � I zN
AND MAINTAINED FOR ALL DISTURBED AREAS IN ACCORDANCE VAIN ALL LOCAL REQUIREMENTS AND AS NECESSARY. < In I a
THE LATEST EDITION OF THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL PLANNING AND Z a L
DESIGN MANUAL ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED AS A. 0
FIRST STEP IN CONSTRUCTION AND BEFORE EXCAVATION BEGINS. SILT FENCE. CULVERT INLET w m
PROTECTION, INLET PRO1EC11ON, AND OTHER EON AND SEDIMENT CONTROL MEASURES SHALL BE
INSTALLED TO PREVENT THE MOVEMENT OF SEDIMENT DOWNSTREAM.
19. CONSTRUCTION LIMITS MALL INCLUDE ALL DISTURBED AREAS. ALL GRASSED DISTURBED AREAS S O 5 a
SHALL BE SEEDED AND PROVIDED WITH EROSION CONTROL DURING AND AT THE END OF Z (L Ul
CONSTRUCTION. ALL WORK SHALT. BE PERFORMED WITHIN THE NCDOT RIGHT OF WAY. WORK OUTSIDE to
OIx
F THE RIGHT OF WAY MAY REQUIRE TEMPORARY CONSTRUCTION 'EASEisEW's TO BE OBTAINED BY
LL.i \ N N N N N N
20. UNLESS OTHERWISE NOTED. REMOVE AND DISPOSE OF ALL ITEMS INDICATED TO BE DEMOLISHED OFF Q r N \ , \
THE PROJECT SITE IN ACCORDANCE WITH ALL FEDERAL. STATE, AND LOCAL REGULATIONS. Q \ \ N
FINAL
+
21 THE CONTRACTOR
CAUSED eY HIS EI.'O�NSLLTYRUCTION AABLE CIRIIATIEDEs�RnCEREANY
CI DAMAGES
sHNl1JBLIC: OR REPLACEki"'E DRAWINGS -FOR 0
DISTURBED SURFACES IN KIND. INCLUDING PAVEMENT, STONE. DITCHES. MAC. BOXES, STORM �7
CULVERTS, DRIVEWAY CULVERTS. ETC. CONTRACTOR SHALL REPLACE ROADSIDE SHOULDERS, PEFMTTIiN G
DITCHES, FILL SLOPES/CUTS TO SiA91UZEp PRECONSTRUCTION CONDITIONS ROADSIDE ONLY
LANDSCAPING SHALT. BE PROTECTED AS MUCH AS POSSIBLE CULVERTS MALL BE BACKFILLED Z
AND PROPERLY COMPACTED PER NCDOT SPECIFICATION. CULVERT ENDS RIALL BE; GRADED WITH
POSITIVE DRAINAGE WITH SUFFICIENT EROSION AND SEDIMENT CONTROLS INSTALLED. PRIVATE •--I
ENTRANCE CULVERTS SHALL BE MAINTAINED FOR POSITIVE ROADSIDE DRAINAGE_ .+eA�� 0
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SHEET INDEX coo A
Z
1 OVERALL PLAN
` 2 EXISTING CONDITIONS PLAN
,
` 3-5 GRADING & DRAINAGE PLAN
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6-8 UTILITY PLANS N
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9 PROFILES - W. ROYAL WAY, o
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STREETS "C" & 111)"
I 10 PROFILES - E. ROYAL WAY m
RIEDER BLVD, STREETS "Ell
rl & F x
C)
11 PROFILES
• • `\ \ - STREET
"All
1Z PROFILES-
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STREETS ff&frr
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U 13-
15 SOILERO ION & SEDIMENT CONTROL o
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16 PONDS 1 & 2
't 17 SITE DETAILS
- 18 -19 GRADING &DRAINAGE DETAILS
20 WATERMAIN DETAILS Z
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21 WASTEWATER DETAILS
22 EROSION CONTROL DETAILS a a z
BEFORE You DIG I
CALL TOLL FREE
i-800-832-"
NORTH CAROLINA
ONE CALL
NOTE;
THE DATA GIVEN ON THESE PUNS IS BELIEVED
To BE ACCURATE, BuT THE AccuRAcY.IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UT1LMES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
1 ix- 75
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GRAPHIC S C ALE
0 1?5 m 700
( IN FEET )
COMMISSION NO,
P03207
DESIGNED BY
Mws
DRAWN BY
JMH
CHECKED BY
Mws
ISSUE DATE
12 07 11
SHEET N0.
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DEMOLITION NOTES
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1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT r z y- `I
NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, SANITARY SEWER AND WATER - AND Z a, .!.
. _ _ _ _ _ _ _ .. _ ti _ SHALL COORDINATE PROPER PROTECTION AND/OR RELOCATE WITH APPROPRIATE a � x a, c`O.,
- -_- - --= `I`� _ -=gam LEGEND OWNER/UTIUTY COMPANY. � w-•E
f r _ �ter•C - r t-' 1~ y _--1r_, +— �•r - V) N
"� "A ' ~ �, `, ,� •rJ1 • - -_ , ter_ � - z z: �� ~ �t �' :,'~ •.'1 2 CONTRACTOR SHALL WALK 11iE SIT£ AND BE FA1,41L1AR WITH 7}EE SCOPI= OF z * o z W
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: IV__,—., : ' ` , , '4 1 - f `���� .. ~~`�` : - •. EXIS ANG ASPHALT PAVEMENT DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW i z w fl .1 k '
, r 1, . r 1 i'i, ' , I r .�'�'-� _ `�� - L -•.: IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND BE UNCLASSIFIED >= w c1 N
+ % I �` "�� R R. , EXISTING WETLANDS V/ C!3 N 1, i
1 1 � -,, ," ,r r iit
t 11 ,) I �w� 1' „ .%", ' ,,` r 3. DEMOITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION HAULING AND z � °" � =
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,, +1 +��', h�" ,"A ,r 1 , _,, % -- "- OFFSITE DISPOSAL OF CONCRETE CURBS AND GUTTERS, BITUMINOUS CONCRETE "_4 `u U p d$ E
! � - I _ r /.,j r �r - `'� ._ .:: PAVEMENTS AND ALL MATERIALS OR VEGETATION CLEARED AND STRIPPED 71D THE 0 * a -+ i' a
` - PHASE 2 LIMITS EXTENT NECESSARY FOR THE INSTALLATION OF NEW IMPROVEMENTS AND WITHIN THE I- u w
All r �-+f , ; / . , , / � -�,- LIMITS OF CLEARING AND GRADING. COORDINATE NTH APPROPRIATE DRAWINGS. • � 0 Z x an Z: LZjz >v a
-- - - �.,' , .•.-_ _-�_ _ r ' , + ! � -10- - EXISTING CONTOUR M � o in L,
, - : r _ _ _ - ' -- 4. THE CONTRACTOR SHALL PROTECT ALL PROPERTY AND STRUCTURES AND UTIUTIES 0 ,,,� z N
+ r ,,rr %." - 1 ` m +I a ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO THE PROPERTY DUE TO THE > Q a "
• + f I t A - ' - ""to' r a ' � - -',--------- EXISTING 30' CAMA BUFFER CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO Z a e
t' ,rx+x,...,,� ) - COST TO THE OWNER. �j z
LlQ
' `k �► ✓• , . � ~ 5 - :' :: :w- ..... ift `,t � __�- — .. — EXISTING 56 STORM�WATER BUFFER �`' 4
- ...
2XIlI::::::::......
I 4 ?. '� . , INCLUDE REMOVAL, FROM PROJECT AREA.
` ` "I , � �::':»� W ME '' — — EXISTING 75' CAMA AEC
,', ,1 , y ,- , .:: S. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD OF DEVELOPMENT �
�. It t �" &/. .A• '�::«: " �-� ' ` ' • ' � -`-- COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS pI++l+'ltlr♦,
'f� �� I t`"'�•;�' _ _ _ _ _ _ _ —r- EXISTING WATERLINE BEGUN. AFTERWARDS A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED DURING THE •♦♦♦i
, y `~ , n � �` t .*. ® , -�.�a _ ` -- CONSTRUCTION PROCESS. �����C� C� rrr .
[ I ,�', `Gt / / , ' �: _ �\ _ =_b` --- --- EXISTING SANITARY SEWER LINE `v .4 �� ,`� r +i° Z
,.
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::.: _
....... ...
,�, ,'tll t * "" ��'� & _ _ -% �"'�/pew 7. EXISTING CURB AND GUTTER, TREE/VEGETATION AND UTILITIES NOT INTENDED FOR .* O ; r) I_
' t ~ � r * �::; �'�: _ DEMOLITION MALL BE MAINTAINED PROTECTED. AND UNDISTURBED DURING ` � s�� -J.- Q
/� EXISTING SANITARY SEWER FORCEMAIN .
:r . - ;L � fr it, , a , , . `\ '0 '1 « I ` - - -'`_` - ~�` �� DEMOLITION. CONTRACTOR SHALL COORDINATE THE REMOVAL OF BITUMINOUS a 1�� ' : _
'� [/ + , x.... . %- ~~�' N ETE PA ENTS AN UR i� r CO CR vEM D C BAND GUTTER WITH THE sITE PLAN. U ,� _
IF
! �� ., • , - � � • , �' Jr, ` - - - _ - - _ _ -� z ''� �� •�� S. SMOOTH SAW CUT OF EXISTING PAVEMENTS CUR AND +� 14 r•,�
- ! �, , _ % ,:_ r " : ' k t �� CURBS CURBS AND GUTTERS TO BE i T '��� • , ~
' %1 - if
��' , , ° .�`L� , ' - , ; :i, ' r"�'14 0 - -- � . -` ��11 DEMOLISHED SHALL BE PROVIDED. rr cy `t„. '' P14I ��
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�f� 1 , r ram.... — _ _ I + 1 f %�, — _ y 9. ALL DEMOLITION WORK SHALL BE DONE I STRICT T C r ♦ „•M "+ , U / 6I - . L N C ACCORDANCE WITH FEDERAL. STATE r N �GN ,
i , / , �;., ..� _ , f , !'r,..{ p _ - _ ~-- AND LOCAL LAWS A5 5
7 ` I.
' 1 , - 3 , ` _ �' '� \, • ::::.:_ * tea. W5 WELL A OSHA REGULATIONS. >f����n++
' f +, , /, ', _ _ _ , ' « xi,,- - - - --- _ Is
-. l -4 --- 1 10. CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS GRESS TO w
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•/ 1 ~ r,l, , �, r _ r ° * . ' : A. , ." : .......• '', m — _ ADJACENT PROPERTIES. COORDINATE WITH OWNER MAINTENANCE OF '• 'oa w ,�, o
% ��' _ +, , f, , , ,:: , t ` '� .. *ti. f * r — — �� TTtAFFIC/PEDESTREAN CIRCULATION DURING CONSTRUCTION. o z o z a
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1� I -17 1 ` , « _ _ _ _ _ _ ' , t .• � a , ` 2I ', \ l i. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES DURING ,- ° �'� a
`w • . , . \ •. r� __ - _ ' - l , m . .:..... �+a. ' � � DEMOII � d�z o4��
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P03207
DESIGNED BY
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SUE DATE
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LEGEND co cv
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E SSarmEXISTING ASPHALT PAVEEL04T PROPOSED ASPHALT PAVEMENT ,, A NCDDVR NSGi DENSITY STORMWATER MANAG]IENT PERMIT WILL BE REOt11R1 DFOR ltlls SITE.2. RCP PIPES SHALL. HAVE FLARED END SECTIONS AS END TREATMENT. �/ Tj d Q
EK51M WER*= +:»• PROPOSED CONCRETE PAVEMENT 3. MAINTAIN POSITIVE DRAINAGE AWAY FROM LOTS ^EXISiiNG W CAMA ILFfER PROPOSED FIRE HYDRANT 4 AREAS OF FILL SHALL BE EXCAVATED TO COMPACTED SUBGtADE ANDBACKFILLED IN 8' LIFTS. E)gS11NG $0' STORAIMIAi£R BI�FFFR PROPOSED SEWER MANHOLE r - _-� =- _ _ _ _ ' _ �`� ►�.�
E78S W 7V CAMA AEC — — PROPOSED SWAL"TCH
_ _---------------
PROPOSED
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.URAWINGS-Fb.R.
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CALL TOLL TREE VERFL FOR VERIFYING ALL LEVELS. LOCATIONS, TYPES, 40 2O 40
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COMMISSION NO.
P03207
DESIGNED BY
Mws
DRAWN BY
JMH
CHECKED BY
Mws
ISSUE DATE
?2 07 f1
r SHEET NO.
OF 22 SHEETS

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