DCT Fellowship- PN141111 (6)C.�
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GRAPHIC
SCALE
B. BOLLARD
EM® ELECTRIC METER
PP® POWER POLE
LS� LIGHT STANDARD
wmo WATER METER
wv® WATER VALVE
Icvo IRRIGATION CONTROL VALVE
FIRE HYDRANT
coo CLEANOUT
PAH, EXISTING MANHOLE
TSC Q TRAFFIC SIGNAL CONTROL
TSP TRAFFIC SIGNAL POLE
TELE TELEPHONE BOX
FLOOD LIGHT
FP ® FLAG POLE
SIGN TRAFFIC SIGN
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PROPOSED SANITARY
SEWER MANHOLE
DOMESTIC WATER METER
FDC
e Ie IRS 1/2–INCH IRON ROD
(C.M.) CONTROLLING P SET
ROLLING MONUMENT
�-
PROPERTY LINE
x FENCE
e OHL OVERHEAD UTILITY LINE
e
1. ALL CONCRETE SHALL BE GLASS "A" (3444 PSI), UNLESS OTHERWISE NOTED. E UNDERGROUND ELECTRIC LINE
I 2. ALL WATER MAINS SHALL BE PVC C900, DR 16, CLASS 235. FIRE PROTECTION SERVICES SHALL BE PVC C00, DR 14, CLASS 305 AND INSTALLED IN ACCORDANCE WITH THE T UNDERGROUND TELEPHONE LINE
e DESIGN AND SPECIFICATIONS OF THE FIRE PROTECTION PLANS TO BE PREPARED BY A LICENSED FIRE PROTECTION CONTRACTOR. c UNDERGROUND CABLE LINE
I 3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS. e g"W UNDERGROUND WATER LINE 4. ALL WATER MAINS SHALT. HAVE A MINIMUM COVER OF 48 INCHES BELOW IMPROVED FINISHED GRADE, UNLESS OTHERWISE NOTED.--6"SS-- UNDERGROUND SANITARY SEWER LINE
{ 5. SANITARY SEWER PIPE SHALL BE PVC SDR -35.
I 6, EN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO EACH OTHER THAN NINE FEET IN ALL DIRECTIONS AND PARALLEL LINES
MUST BE INSTALLED IN SEPARATE FINCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES SHALL APPLY: � � � , PROPOSED 100 YR FLOODPLAIN LIMITS
004 I
6.A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC MEETING ASTM SPECIFICATIONS WITH A
e J A M'E S
MARTINPRESSURE RATING OF 150 PSI FOR BOTH THE PIPE AND JOINTS. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS AN
e
THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE ESS WATERLINE. R
e
(INSTO
6.B. WHERE A SANITARY SEVER :CROSSES A WATERLINE AND THE SEWER tS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC WITH A MIN#MUM PRESSURE RATING OF 150
/ PSI AN ABSOLUTE MINIMUM DISTANCE OF 12 INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED AND WATERLINE SHALL BE ENCASED.
I 6.C. WHERE A= SANITARY SEINER GROSSES UNDER A WATERLINE AND THE SEWE IS N�DlSTANCE SHALL£UCTED OF ABS SMApNTA#NED��IN PLASTIC
B£PLOCATEDY
e e
PIPE, OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM TWO FOOT SEPARATION
e BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED FE THE WATERLINE.
6.p. WHERE A SANITARY SEWER GROSSES OVER A WATERLINE ALL PORTIONS OF STHESi EWER WITHIN
NI ADAPTERS.ET OF IN LIEU OFNTHSS ROCEDURESTHECNEW CONVEYANCEN$
e e 15' P SANITARY
1 R ENT DUCTILE IRON, OR PVC PIPE WITH A PRESSURE RATING OF AT LEAST 154 PAW
MAY BE ENCASED IN A JOINT OF 154 PSI PRESSURE CLASS PIPE AT LEAST 1 B FEET LONG AND TWQ NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE THE SPACE
e AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING UNE WITH WASHED SAND. THE ENCASEMENT
PIPE SHOULD BE CENTERED ON THE CROSSING AND RE A ENDNEW
SSEALED WITH WATERLNE S TO BE INSTALLED PARALLEL TO AN EXISTING SEWER THAT SHOUT OR MANUFACTURED SEAL. OWS NO {
E OF
— — — --
___ — 6.E. THE SANITARY SEINER NEED NOT BE DISTURBED WHERE A NE �} FEET VERTICALLY AND FOUR FEET HORIZONTALLY.
– IS INSTALLED ABOVE THE SEWER A MIN#MUM OF SHOWING NO EVIDENCE OF
Edd
-- -- 4 PRIVATE FORCE MAIN LEAKAGE AND THE WATERL#NE
,,..,.• ••�• "' NE IS TO CROSS OVER BY TWO FEET OR MORE AN EXiST1NG G N�
MAIN �.. ..r..... I NOT DISTURBED WHERE A NEW WATERLINE
TE FORCE MA I
PRIVATE THE SANITARY S£ NEED Id BE
4 �® 6.F, IS LEAKING THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN
S ....,�. A O �A.I WA EPR EVIDENCE THAT THE SEWER
F � j
--- --- -
-
\ — — — ,..,. 6 INCHES OF FLAGGING
SHALL LEAVE A MINIMUM OF 3
{ SEWEF2 SERVICE AND
---- RED 1xLASTIC FLAGGING TO -THE END
ON THE CURB OR ALLEY IN
jTTS A "tHE SEWER SERVICE
8. CONT RACT� LOCATION OF
NIRACTOR "SHALL MARK THE VIEW
V
,,,- EXPOSED AFTERi BACKFlLL. AFTER CURB AND `PAVING #S GOMPLETEG, CO
Q`t`EK _
e
ACCORDANCE WITH THE STANDARD CITY SPECIFtCAT1ONS. SPECIFICATIONS. �'
l
I\ I SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY
(� (� � � T 9. ALL PI!t03E LOCATION
L_ V !� moi€ 14. THE UTILITY CONTRACTOR SHALL INSTALL THE WATER SERVICES T A POINT TWO FEET BACK OF THE CURB UNE AT'A DEPTH OF 12 INCHES, THE METER BOX SHALL BE
�� T ' {
e ` 10 UTILITY FURNISHED AND INSTALLED BY THE CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF THE CURB. EACH SERVICE
e EASEMENT
GENESIS
{�] LCCATICN SHALL BE MARKED ON THE CURB WITi-1 A BLUE LETTER "W" BY THE. UTILITY CONTRACTOR AND T#ED ' TO PROPERTY C{IRNERS {X+# THE "RECtf? DRAWINGS."
OF
EXISTING V T#
e SANITARY SEWER , 11. ALL METER BOXES SHALL BE LOCATED N NON–TRAFFIC AREAS.
12. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 544.2 AND SHALL BE MECHANICALLY COMPACTED IN 6–INCH LIFTS TO TH£ TOP
N THE
e MANHOLE
SUBGRADE TO A MINIMUM OF 959 STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THEA 5 OR STATED I
e I 5)
T.7i 545
STANDARD CITY SPECIFICATIONS.
e \ i4 UTILITY
13. EMBEDMENT SHALL CONFORM T THE RE�LiIREMENTS dF NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN Old THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS.
e EASEMENT
14, VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEAN–UP AND ALIGNMENT HAS BEEN COMPL#=TED, THE UiILtTY CQNTRACTdR SHALL
POUR A 24"X2eX6" CONCRETE BLOCK AROUND ALL VALVE BOX TAPS LEVEL W11H THE FINISHED GRADE,
I " 15. CONTRACTOR SHALL RECONNECT ALL EXISTING SERVICES AND MAINTAIN EXISTING SERVICES THROUGHOUT CONSTRUCTION.
e � � 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S EXPENSE.
DRAINAGE
e EASEMENT
IS
I
10' PRIV-TE SANITARY \ I
' e SEWER EASEMENT \ w
I M
mw 2.114M mf
tICINITY MAP
(NOT TOSCALE)
r. N � fir.. -� �� ', ONLY s
FOR
PRELIMINARY
. r - ^ a"� PRICING
e n
(SUBJECT TO REMSION PRIOR TO CONSTRUCTION)
THESE
DOCUMENTS HAVE BEEN PREPARED
COMPLYING^"D REQUIREMENTS. THESE DOCUMENTS HAVE
Q
REQUIREDBEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE
AND, THEREFORE, REVISIONS MAY BE PRIOR TO CONSTRUCTION. BY ANY
DOCUMENTS,USE OF THESE UNDERSTANDINGPRELIMINARY STATUS OF THE PLANS D THE O.REVISION PRIOR TO
ANY CO
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DESIGN /�
SCALE NOTES FILE
CJS
PK FILE: 2766-14.255