NCC232335_Site Plan or Location Map (2)_20230804

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MFINAL APPROVAL 7/21/2023 \ - / UTILTY LEGEND P
- A PROP.4"PVC WATER KU
u��in PROJECT NUMBER: SDRU'2023'00004 \� �O 1 / ( 2�3�10� OH AM STREET
CHARLOTTE_ s8 M M MM SANITARY SEWER PIPE SS CO CTF aj(gR7 4 $202
F-9�, � � DOM.WATER PIPE �W v vV v �
ENGINEERING \\ 26�5��'�`�o To /^�� / ) I 3 CHARLOT E-M CKLENBI �E�I � � T
Keith t h Schell 9 G EX.48"STORM LINE STORM PIPE
PCSO / DETENTION / DRAINAGE PLAN � T�AO� 7
O'L,y�c� / / s ss CATCH BASIN
AREA DRAIN
EROSION CONTROL Patrick Storz I �.0� '10,�qSSS�gA / / I \ / n _SD SD_ MANHOLE(SANITARY)
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02S8G��`L 7 MANHOLE(STORM)
URBAN FORESTRY �� � ' + ' � � ��� / ^y� EX GAS LINE
TREE ORDINANCE aV I M c C a u I* -SD _ / I EX. PHONE LINE UT
EX.WATER MAIN - UW UW-
CDOT Isaiah Washington III \ I \ / \ / I EX. SEWER -Ss ss -
I + PROP.4"PVC DOMESTIC PROP.OPEN SPACE
NOT : SCHEDULE PRE-CONSTRUCTION MEETING III EXISTING 8"SANITARY \ / WATER LATERAL(TYP.)
AT LEAST 48 HRS. PRIQR TO ANY LAND OUTPARCEL#4 SEWER MAIN \ - GENERAL NOTES
DISTURBING ACTIVITY USING THE ONLINE EASTSIDECONNECTIONS,MAP 1 III \ / �6F \ �/� �� �D� D� 1. SEWER AND WATER CONSTRUCTION SHALL NOT BEGIN UNTIL PERMITS ARE ISSUED BY NCDEQ AND/OR
FORM FOUND AT htt //ChdrlbttenC. ov/Id MB 63, PG 587&588 / / �� O Q CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT. THE WORK IS SUBJECT TO INSPECTION AT ALL TIMES BY
p g T 9p Q O REPRESENTATIVES OF NCDEQ,CLTWATER,THE OWNER,AND THE ENGINEER. THE PERMITS REQUIRE A
LONG AVENUE ` CERTIFICATION OF COMPLETION BY THE ENGINEER AS WELL AS THE OWNER OF THE WATER AND SEWER SYSTEMS
TAX PARCEL: 163-032-47 II I / ��(.�� 2j PRIOR TO ISSUANCE OF FINAL OPERATIONAL APPROVAL BY NCDEQ AND CLTWATER.
p A PROP.4"PVC SANITARY \
ZONED MUDD-O 2. CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION AND ELEVATION FOR ALL UTILITIES,DRAINAGE AND OTHER
CONNECTION (TYP.) UNDERGROUND FACILITIES,AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
\ CONSTRUCTION.
I I + / EXISTING 15'SEWER EASEMENT 12 C� �6 / \1 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF LOCATING AND MARKING ALL EXISTING UNDERGROUND
UTILITIES.
C� \ 60 4. PVC PIPING SHALL BE INSTALLED WITH APPROVED COPPER TRACER WIRE.
G`�L9 \ / 5 RESIIDUALING WATER
E.PRESSURE WHICH EXCEEDS 100 PSI MAY REQUIRE PRESSURE REDUCING VALVES ON EACH
BUIL6. ALL WATER MAIN VALVES SHALL BE OPEN RIGHT IN CONFORMANCE WITH CHARLOTTE-MECKLENBURG UTILITY
DEPARTMENT(CLTWATER)STANDARDS.
V��X1 7. SANITARY SEWER MAINS SHALL BE PVC(ASTM D3034-SDR 35) EXCEPT WHERE DUCTILE IRON PIPE IS SHOWN.
\ 40 pie m I 4"WATERLINE AND HOSE' `k n / DUCTILE IRON PIPE SHALL BE BITUMINOUS COATED,CEMENT LINED WITH PUSH-ON JOINTS CONFORMING TO ASA
A21.54 CLASS 52.
�/C O BIB TO SERVE DO PARK / 8. CONNECTION TO EXISTING UTILITIES SHALL BE DONE BY CHARLOTTE-MECKLENBURG UTILITIES DEPARTMENT
\ F� I \ (CLTWATER)OR BY THE DEVELOPER IN THE PRESENCE OF CLTWATER INSPECTION PERSONNEL. PLUG NEW
sF /cqT \ F \ EACH TOWNHOUSE TO HAVE A 4" SAN. CONNECTION UNTIL CONSTRUCTION AND TESTING HAS BEEN COMPLETED,INSPECTED BY THE ENGINEER,AND KEY MAP
/ O Cj o / \ 3 FINAL CONNECTION IS AUTHORIZED.
e6 p EX.WATEf2 LINE EASEMENT. S 35.54 LF OF 6"PVC @ 1.12/° LATERAL SERVICE AND 2" WATER SERVICE. 9. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10 FEET OF CROSSING IF:
G yT - - / 9.1. SEWER CROSSES OVER WATER,OR c
66 OF MB 63,PG 587&588 SSMH-14 \ 9.2. VERTICAL CLEARANCE BETWEEN SEWER AND WATER IS LESS THAN 18 INCHES. !
s RIM:755.59 10. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAINS. IF WATER AND SEWER ARE O�AFti
LAID IN THE SAME TRENCH,THEN THE TOP OF SEWER SHALL BE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE O
i • °o 6"INV. IN:750.15(SSMH-13) WATER LINE;OR USE FERROUS PIPE FOR BOTH WATER AND SEWER. �tio
J SS 6"INV.OUT:749.95(SSMH-15) 11. MAINTAIN 12 INCH VERTICAL SEPARATION BETWEEN STORM AND SANITARY OR INSTALL FERROUS PIPE ON
SANITARY WITHIN 10 FEET EACH SIDE OF CROSSING. �� Q
12. COORDINATE EXACT LOCATIONS OF VAULTS,METERS,BACK FLOW PREVENTION DEVICES,AND BUILDING SERVICE
\/ S LINES WITH THE DETAILED ARCHITECTURAL,PLUMBING,AND LANDSCAPING PLANS.
1 / SSMH-15 S \ \ �� Fq / UTILITY NOTES op
S RIM:755.83 0 �� ///'�I °O^ crION
6"INV. IN:749.55(SSMH-14) 1. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. PO1NrBLVD. y
OF OT / 6"INV.OUT:749.35(SSMH-16) \\ / 2. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. a z
/ /ti�C696 3. CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE FRO N 3
S J y��(( Fq # v' / INSTALLATION OF THE UTILITIES.ALL PIPES AND FITTINGS SHALL BE INSPECTED BY THE BUILDING INSPECTOR
6 4 J�C / 'A �/� PRIOR TO BEING COVERED.
�O<F9 A0 QTeQ�L�a'Q S��A F� 4. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODE'S,REGULATIONS AND OR LOCAL STANDARDS IMPOSED BY
1 / / C� / CTQ / / I LOCAL UTILITY AND CLTWATER AS APPLICABLE.7 \ °o
T 8,9Me69 STq �2 J� / SSMH-16 ��� ^ry\ / \ \ Q fl 22> Q I 5. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF 36"ABOVE THE TOP OF THE PIPE. SEAL
oq�ONC pG rFI3)g + RIM:755.56 tC j ?1 \ \ © SSMH-13 2 ��C S� / / I 6. CONTRACTOR SHALL ADJUST LOCATION OF PROPOSED WATERLINES AS REQUIRED TO AVOID CONFLICTS WITH
RC q 2j9 �'/O 6"INV. IN:748.78 SSMH-15 �f • \• 2 \ \ (/ STORM SEWER AND OTHER UTILITIES.
( ) G ( RIM:756.12 7. CONTRACTOR SHALL INSTALL UTILITIES TO WITHIN 5'OF BUILDING.PLUMBING CONTRACTOR SHALL BE
6"INV.OUT:748.58(SSMH-02) , O,� \ \ 6"INV. IN:751.61 (SSMH-12) L9 / RESPONSIBLE FOR UTILITIES WITHIN 5'OF BUILDING. e��
'0 6"INV.OUT:751.41 (SSMH-14) �Q / 8. CONTRACTOR SHALL COORDINATE ALL NEW UTILITY TAP LOCATIONS WITH CLTWATER. FEES SHALL BE THE ��� ��,....�®
74 A, � � / � � \ \ � RESPONSIBILITY OF THE GENERAL CONTRACTOR. �� � °p-S ARC41ti-°�
�� 9. LOCATION,SIZE,AND INVERT ELEVATIONS OF SANITARY SEWER SHALL BE COORDINATED WITH THE APPROVED
/ 3 C2 PLUMBING PLANS FOR THE BUILDINGS. `�^3C _=
PROP.2.'PVC DOMESTI v \ 0 rn / / 10. THRUST BLOCKS ARE REQUIRED AT EACH TEE AND ELBOW.ALL THRUST BLOCKS TO COMFORM TO
WATER LATERAL(TYP.) �� Q o \ \ 0 \ ^ ^cop CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT STANDARDS AND SPECIFICATIONS. _*-p lu-w 5 Cc
\ PROP.2' EN ,jt ( 1 r, o 1 �O' \ 0r / 11. INSTALLATION AND REPAIR OF UNDERGROUND ELECTRICAL,GAS,AND TELEPHONE UTILITIES AND DISTURBED :°1 o1
+ �J EX.48"STORM LINE f \ \ l 1 ` / / / / AREAS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR APPLICABLE UTILITY COMPANY. THE i r v
/ x
DISTURBED AREAS BENEATH EXISTING GRAVEL SHALL BE RECOMPACTED TO THE REQUIRED SPECIFICATIONS,AND .dj�
PROP.4"PVC WATER / THE STONE BASE AND ASPHALT BE RETURNED TO ITS ORIGINAL CONDITION.
\ \ 12. ALL WATER LINES SHALL BE PVC UNLESS OTHERWISE NOTED. / �� ® 0
QF oTs PROP.4 PVC SANITARY 29 \ 34 / \ \ / 13. ALL SANITARY SEWER LATERALS SHALL BE PVC PIPE AND BE LAID AT A MIN.SLOPE OF 1.00%AND A MIN.COVER OF ,///i®�SB��9
GL 6g <o C��j PROP.4"PVC DOMESTIC \ ( / 36"TO THE TOP OF THE PIPE.
Q T J CONNECTION (TYP.) • \ 0 I / Ica 14. SANITARY SEWER MAINS AND LATERALS SHALL BE DUCTILE IRON PIPE IF IT IS NOT POSSIBLE TO MAINTAIN&OF
WATER LATERAL(TYP.)
\ \ COVER.
/ \ 15. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING/PLUMBING CONTRACTOR FOR PLACEMENT OF ALL
EX.9'WATER LINE EASEMENT. /�J / . SERVICE CONNECTIONS AND APPURTENANCES.
p9R MB 63, PG 587&588 ( � L \\ \ PROP.4"PVC SANITA Y \ 90 \ / / 16. EACH CLTWATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A CLTWATER-APPROVED CERTIFIED TESTER
CSC -It -'J U� Q / \ \ d \ SSMH-12 PRIOR TO PLACING THE WATER SYSTEM IN SERVICE. ���1111111i���
76 FNU CONNECTION(TYP.) \ C RIM:757.09 / /� - 17. CONTRACTOR SHALL ADJUST SANITARY SEWER RIMS TO MATCH FINISHED GRADE. ll�� CARo/////��
..,
SSMH-01 O / ry\° \\ 37 6,, \ o © 6"INV.OUT:753.28(SSMH-13) / / WATER NOTES �4.aFESSIOy•L
RIM:752.44PVC W T R
8"INV. IN:746.10(SSMH-02) / _� (V� / v �i \\ \ C f / ( Dp� / / / 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CLTWATER STANDARDS AND SPECIFICATIONS.
8"INV.OUT:745.90 EX.PVT SSMH / 2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO = _
( ) Cq Q O / / CONSTRUCTION. L
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926,SUBPART P,AS AMENDED = 04614 _-
S(i \ 3g !/ SSMH-11 q TO DATE. i _
N11V \ / I 1 PROP.4'PVC DOMESTIC � Q \ O f �� ti� RIM:758.89 / /���� "y� \ 4. IF THE PROPOSED WATER MAIN IS INSTALLED WITHIN 12"IN ANY DIRECTION(VERTICALLY OR HORIZONTALLY)FROM "Y .�`
'Qq q WATER LATERAL(TYP.) 1 \ A Q 6 INV.OUT:754.54(SSMH-10) / Sid / �Q A GAS MAIN,THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM. �� F �,•
Q v 2 O O F ..NGIN6E.•
���/� 54 \ 3g � � Q � �j A� -9 5. WATER MAIN TO BE INSTALLED WITH A MINIMUM OF 36"OF COVER. ���
N� �oT NN �/J _ PROP.4"PVC SANITARY MHO O O / S �Fc 0'L y �'2 ��. //sA ••...• �1S\\.
///o s6SFRy �O O \ > 6. TAP AND CONNECTION FEES SHOULD BE COORDINATED WITH CLTWATER. /
Tq�ASMOe6 A �O 8 O<�NG / �� �0�� / CONNECTION(TYP. `o SSMH-07 52 40 /o A s� ��Q s Qj�d lS' � M. M\\��
�j / V �I/111 I%%\
'A/� 7/�' �� S� A CT/� O� .O�j• METER DISMANTLEMENT NOTE
G <c F J / C) t // RIM:754.80 O 9 ' 1 / 26 9 � /Q /� G' F I 07-17-2023
q,4 NG 68 F R 0 Q" v PROP. �/ O ( `7 �C 2 �Q C� S� �� 1. DISMANTLEMENT OF WATER METER APPLICATIONS WILL BE COMPLETED AT THE SAME TIME AS NEW SERVICE
�F<•q�F 9 F`ST Q m / P IV FH 24 y� 6"INV.OUT:750.45(SSMH-06) 3 �J © �q� / I 9sTF� 6A 9 0 C APPLICATIONS.
76,3 N�� qTF QJ �.Q \ / PROP.a PVC DOMESTIC 41 \ 9� �G �Q /�#js G,tPSO.QT J 2. CONTRACTOR SHALL CUT&PLUG PRIVATE PIPING BEHIND METER VAULT(ON BUILDING SIDE OF VAULT). PROJECT
03377 ° /O�00 R0 6 %1\\�� �� 5g WATER LATERAL(TYP.) (} / /l% i 'L�O���p02y 0'/9T�,Q� / BACKFLOW PREVENTER NOTES
h� V ,IRE LI / �Ri 50ROP./C S�TARY_ 4226 1. THE INSTALLATION LOCATION OF ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE IN AN AREA THAT PROVIDES C E N T RO M O RA
/ O / \ O , 0 � \ tiC / / A SAFE WORKING ENVIRONMENT FOR TESTING AND MAINTENANCE.THIS AREA SHALL BE READILY ACCESSIBLE,
CONNECTION(TYP.) \ AWAY FROM ELECTRICAL HAZARDS AND FREE FROM DIRT.THE LOCATION MUST MEET REQUIREMENTS OF ALL
PRYPRQP.8"X8"X6"TS&V 3 �` d
P. �� PVC DOMESTIC O \ \ O 0� SSMH-10 �Q LOCAL AUTHORITIES I.E.FIRE,PLANNING,ZONING,CITY DEPARTMENT OF TRANSPORTATION(CDOT)OR NORTH
J 5 LF OF 6"DIP �r\ \\ WATER LATERAL(TYP.) 49 \ \ Al RIM:758.35 Cif / CAROLINA DEPARTMENT OF TRANSPORTATION.
IN TO METERS \ ROP.4"PVC SANITARY S \ \ PROP.3"PVC DOMESTIC s AL } 6"INV. IN:754.00(SSMH-11) \ �/i 2. THERE SHALL BE NO TAPS,PIPING BRANCHES,UNAPPROVED BYPASS PIPING,HYDRANT,FIRE DEPARTMENT
,p q '9 CONNECTION POINTS,OR OTHER WATER USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY
/ \ \ (,., \ 6"INV.OUT:753.80(SSMH-08) \ p0 / WATER METER AND ITS CLTWATER-REQUIRED BACFLOW PREVENTER.
/ l ONNECTION TYP. 48 WATER LATERAL(TYP.) y
PROP.6"METER WITH 1" 4g � Coo • 3. WATER LINE-REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES(RP)SHALL BE INSTALLED
DETECTOR CHECK / S`� 6�,c • PROP.TRANSFORMER LOCATION,TYP / �QO 52.73 LF OF 6"PVC @ 0.98% / ABOVE GROUND WITHIN INSULATED ENCLOSURE AND OUTSIDE ZONING SETBACK AREAS PER CLTWATER
oc \ / (// v 90.50 LF OF 6"PVC @ 1.00%� 44 0 REQUIREMENTS.ENCLOSURE TO INCLUDE DRAIN PORTS FOR DISCHARGE WATER PER CLTWATER REQUIREMENTS.
/v 8" PROP.4"•PVC,WATER \ S O 62 4. FIRE LINE-REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES(RP)SHALL BE INSTALLED ASCENT REAL ESTATE CAPITAL,LLC
63 LF METER p -� / 47 / ABOVE GROUND WITHIN A HEATED INSULATED ENCLOSURE AND OUTSIDE ZONING SETBACK AREAS PER CLTWATER
�'\�� �C / 37.01 LF OF 6"PVC @ 0.80%/// \ PROP.4"PVC SANITARY \\
\ \ \ / REQUIREMENTS.ENCLOSURE TO INCLUDE DRAIN PORTS FOR DISCHARGE WATER PER CLTWATER REQUIREMENTS.
46.04 LF OF 8"PVC @ 0.80%� S`' 8 0 SSMH-06 CONNECTION TYP. 5. REDUCED PRESSURE PRINCIPLE ASSEMBLIES(RP)MUST CONFORM TO CLTWATER SPECIFICATIONS.REFER TO
0o SSMH-03 \ (TYP.) F\� 4009 CONNECTION POINT BLVD
� / \ RIM:751.66 � s RIM:753.89 � CLTWATER APPROVED LIST OF BPA'S.
SSMH-02 \ \ \• 6"INV. IN:749.54 SSMH-07 I \ 6. THE MINIMUM HEIGHT FROM THE RELIEF PORT TO THE GROUND SHALL BE 12"AND THE MAXIMUM HEIGHT SHALL BE
/ (J 6"INV. IN:747.19(SSMH-04) ( ) 46 30".
T RIM:752.22 NV.OUT:746.99(SSMH-02) 6"INV.OUT:749.34(SSMH-05) O I • \\ 7. EACH CLTWATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A CLTWATER-APPROVED CERTIFIED TESTER CHARLOTTE, NC
EX.8"U SEWER LINE O 6"INV. IN:746.69(SSMH-03) \\ _ \\ \ PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
6"INV. IN:746.69(SSMH-16) M 22.63 LF OF 6"PVC 2.00% o A 8. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INFORMATION,NORTH CAROLINA STATE
INV.OUT:746.49(SSMH-01) J \ @ • \U�\1 INSET #1 BUILDING CODE VOL.II AND CLTWATER.
PROP.4"PV A ER SSMH-05 I I
3 S _ \ I I (n SEWER NOTES
4"PVC DOMESTIC M / 7RIM:754.18 y� / �
/ \ WATER LATERAL(TYP.) �o S / 6"INV. IN:748.89(SSMH-08) M / STING 2STORM e 1 " -10' 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CLTWATER STANDARDS AND SPECIFICATIONS.
/ �\ /
/ E _ 2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO
PROP.4"PVC SANITARY �F 6"INV. IN:748.89(SSMH-06) / EASEMENT 3 SSMH-09 CONSTRUCTION.
EX.PVT SSMH + O O SS M M / M RIM:759.11
/ RIM:751.83 \ \ CONNECTION(TYP.) 79 6'pV _m \ 3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926,SUBPART P,AS AMENDED
8"INV. IN:745.53(SSMH-01) \� C 0 S 6"INV.OUT:753.64(SSMH-08) TO DATE. LANDDESIGN PROJ.#
i O% S I \ 4. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12"IN ANY DIRECTION(VERTICALLY OR HORIZONTALLY)FROM
0 8"INV. IN:745.53(EX.SSMH-2) M I PRIVATE ALLEY \ ' A GAS MAIN,THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM. 1021391
/ \ PROP.4"PVC DOMESTIC O 9S S o O SS SS __ SS SS o S - S$ S O S O 5. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
1 6.�7 LF OF 6" VC @ 1.1 0 167.5 LF O 6' PVC 2. 0/o- - 1 \
\ + \ WATER LATERAL(TYP.)
TESTING/INSPECTION
u � �� REVISION / ISSUANCE
PROP®"PVC SANITARY C/y 1. NOTIFY THE ENGINEER AT LEAST 48 HOURS BEFORE STARTING CONSTRUCTION OF SEWER AND WATER FACILITIES.
CONNECTION(TYP.) ® THE ENGINEER SHALL PERIODICALLY INSPECT THE PROGRESS OF INSTALLATION AND SHALL COMPLETE A FINAL NO. DESCRIPTION DATE
PROP.4"PVC DOMESTIC Ted A WATER AND SEWER INSPECTION. THE ENGINEER SHALL WITNESS PRESSURE TESTING OF THE WATER SYSTEM,AIR
PR P.4 PV S N Y 35.91 LF OF 6"PVC 1.00% T AND MANDREL TESTING OF THE SEWER SYSTEM.THE CONTRACTOR SHALL FURNISH,SECURE,AND PROVIDE ALL
\ l S$MH_04 WATER LATERAL(TYP.) CONNECTION TYP. @ �} NECESSARY TESTING MATERIALS, EQUIPMENT,PROCEDURES,AND CERTIFIED LABORATORY TEST RESULTS FOR
PRnP.2'OPE SPACE \ I ` (TYP.) 1 LAND DEVELOPMENT 1 04-05-2023
�\ \ RIM:752.78 PROP.4"PVC SANITARY 3 1 II I SSMH-)8 USE WITH ENGINEERS FINAL CERTIFICATION OF COMPLETION.
\ 6°INV. IN:748.17(SSMH-05) CONNECTION(TY�1 10 9O 8O O 6 PROP.4 PVC DOMESTIC I RIM;758.2g ' ' 2. PRESSURE TEST ON WATER MAINS SHALL NOT EXCEED 200 PSI. REFER TO CLTWATER SPECIFICATIONS
WATER LATERAL TYP. 3 REQUIREMENTS. DISINFECT FOR TESTING WATER LINES AND PROVIDE ACCEPTABLE BACTERIOLOGICAL TEST FROM 2 LAND DEVELOPMENT 2 05 26 2023
\\ 6"INV.OUT:747.97(SSMH-03) _ ( ) 6"INV. IN:753.28(SSMH-09) A CERTIFIED TESTING LABORATORY FOR USE WITH THE ENGINEERS CERTIFICATION OF COMPLETION.
\ \ I 6"INV. IN:753.28(SSMH-10) 3. SECURE FINAL OPERATIONAL APPROVAL FROM CLTWATER PRIOR TO ACTIVATION OF THE SYSTEM.
\� S 6"INV.OUT:753.08(SSMH-05) _ PROP.SETBACK ' 4. TEST SANITARY SEWER LINES FOR DEFLECTION WITH A 5%MANDREL NOT LESS THAN 30 DAYS AFTER COMPLETION 3 LAND DEVELOPMENT 3 07-10-2023
�\ O PRQP.2'OPEN SPACE - OF BACKFILL. PERFORM LOW PRESSURE AIR TESTING IN ACCORDANCE WITH ASTM C-828 AND C-924 ON ALL
\ SEWER MAINS.
I - PROPERTY LINE 5. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED SOILS LABORATORY UNDER
- - - - - - - 4 MID CYCLE REVIEW 07-17-2023
]�7ALL PAVED AREAS. BACKFILL MATERIAL FROM THE BOTTOM OF TRENCH TO WITHIN SIX(6)INCHES OF THE
Q ! PROPERTY LINE SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAX.DRY DENSITY AS DEFINED BY THE STANDARD PROCTOR
�\ \ \\ / TEST.ALL MATERIAL WHEN THE TOP 6 INCHES OF THE SUBGRADE LEVEL SHALL HAVE AN IN PLACE DENSITY OF
6'SID�FWALK�\ / \\ / \\ / / / P}�OP.3"GV / 100i.
\ + 1 6. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH WATER&SEWER AS-BUILTS(LOCATION,LENGTH, SLOPE,
8' L NTING STRIP I UT ETC.)PREPARED BY A REGISTERED LAND SURVEYOR WITH ALL APPURTENANCES AND WATER SERVICE
` M + ` ` ` - / 16 LF OF 3"PVC TO UT
_ UT� MEASUREMENTS SUITABLE FOR PREPARATION OF FINAL AS-BUILTS.
\ _ _
CONNEC�'t0�1 POINT BLVD - \ _ SL FLOW
EX.PHONE LINE
TS/ p ��� (55'R/W, PUBLIC ROADWAY)
400 OF 9niC ` 3"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
CDOT MAINTAINED PROP.90°BEND-
6CON�e63 pNN�C#2 INSTALLED ABOVE GROUND WITHIN INSULATED ENCLOSURE PER CLT WATER
EX.CURB&GUTTER_ REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN PORTS FOR DISCHARGE PER
T POW 11
o�S' \ , CLT WATER REQUIREMENTS.SEE DETAIL ON SHEET C4.06.
�'C O 68 Mqp 3"DOMESTIC COMPOUND WATER PROP. ° BEND
ZQN�M• O 1 eon 7 � 11 I( II I
UOp 2.5�FVgRO L W W W W METER IN BELOW GROUND VAULT O 90
SEE INSET#1 ® I PER CLT WATER STANDARDS
EXISTING 8"PVC DESIGNED BY: LD
WATER LINE III II ' EX.EOP DRAWN BY: LD
EX. FH
O 41 LF OF 3"DIP, CHECKED BY: LD
I PARCEL#3 PARCEL#4 I ' ' MAIN TO METER
EASTSIDE CONNECTIONS, MAP 1 I EASTSIDE CONNECTIONS, MAP 1 Q> Q scA�E NORTH
MB 63, PG 587&588 MB 63, PG 587&588 ( > p ' PROP.3"WATER MAIN
4014 CONNECTION POINT BOULEVARD 4022 CONNECTION POINT BOULEVARD Q w
I TAX PARCEL: 163-032-56 I TAX PARCEL: 163-032-55 z EX.EOP VERT: N/A
ZONED MUDD-O ZONED MUDD O - Q PROP.5'X24'OPEN CUT
Domestic Water Demand Calculation Results I HORz: 1"=30'
0 15 30 60.0001
Demand Flow (gpm) Corresponding Meter Proposed Meter = rr 1 X MCALPINE
I 0_ PROP.8"x4"TAPPING SLEEVE, - sHEFTTITLF
LU Lo 4"GV,AND 4"X3"REDUCER IRWIN
METER 1 175 3 inch compound (Class II) 3 inch compound (Class II) I I N Ex. 8"PVC WATER LINE ' MCDOWELL
I ' ' SUGAR UTILITY PLAN
I MALLARD
I ROCKY RIVER
II SHEET NUMBER
C4 . 01
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