20080227 Ver 1_Site Plan_20080130

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CHARLOTTE - MECKLENBURG
UTILITY DEPARTMENT
CHARLOTTE, NORTH CAROLINA
ENGINEERING DIVISION
DAVIDSON AREA WATER AND SANITARY SEWER IMPROVEMENTS
p -A I I I R 71 D IE S I G.Nddow.
GRIFFITH STREET PUMP STATION MODIFICATIONS
C-A4T1 PROJ. #359 -05 -542
INDEX OF SHEETS
GRIFFITH STREET PS UPGRADES — CMU PROJ. #359 -05 -542
SHEET
N0.
1
COVER SHEET
SHEET
N0.
2
NOTES AND DETAILS
SHEET
N0.
3
DETAILS
SHEET
N0.
4
SITE DEMOLITION PLAN
SHEET
N0.
5
SITE PLAN
SHEET
N0.
6
GRADING AND EROSION CONTROL PLAN
SHEET
N0.
7
SEWER CONNECTIONS
SHEET
N0.
8
WET WELL AND VALVE VAULT PLAN
SHEET
N0.
9
WET WELL AND VALVE VAULT TOP PLAN
SHEET
N0.
10
WET WELL AND VALVE VAULT ELEVATION
SHEET
N0.
11
WASTEWATER DETENTION STRUCTURE P6ANS AND ELEVATIONS
SHEET
N0.
12
MECHANICAL AND ELECTRICAL EQUIPMENT DEMOU11ON PLANS AND ELEVATION
SHEET
N0.
13
STRUCTURAL GENERAL NOTES
SHEET
N0.
14,
STRUCTURAL PLAN AND SECTIONS
SHEET
N0.
15
STRUCTURAL PLANS AND SECTIONS
SHEET
N0.
16
STRUCTURAL SECTION AND DETAILS
SHEET
N0.
17
ELECTRICAL SITE PLAN
SHEET
N0.
18
ELECTRICAL DETAILS
OB
O�N�ed�P�uMNP�
ISSUED
FOR PERMITS
ONLY
NOT
FOR CONSTRUCTION
VICINITY MAP
N TS
DESIGN COMPANY:
PLANS PREPARED 8Y: McKIM &CREED, PA.
ADDRESS: 8020 TOWER POINT DRIVE
PHONE: [phone]
DALE DESIGN COMPLETED: NOV 2005
SURVEY COMPANY:
SURVEYED BY: McKIM &CREED
ADDRESS: 8020 TOWER POINT DRIVE
PHONE: [phone]
DATE'SURVEY COMPLETED: JUNE 2005
CALL NC ONECALL
BEFORE YOU DIG
0 -87
DEVELOPER: — NA
ADDRESS: —
PHONE: —
CONTRACTOR: —
INSPECTOR: —
INSIDE CHARLOTTE: i�) YES ( 1 N0:
TOPO N0:
APPROVALS (SEALS)
N.C.P.E (CONST, DRANINGS) N.C.R.LS (RECORD DRAYANGS) N.C.P.E (RECORD DRAYANGS)
SUMMARY OF SEWER MAINS &MANHOLES
SIZE LENGTH SIZE LENGTH
STO P
1- 800 -632 -4949 0 a _ 0 2 2 7
AVOID u o unTv oAMACC TOTAL N0. OF MANHOLES:
TOTAL N0. LOTS SERVED: NA
CONSTRUCTION SHALL BE IN ACCORDANCE PROJECT NAME: DAVIDSON AREA SEWER IMPROWENTS
WITH CHARLOTTE MECKLENBURG UTILITIES GRIMTH STREET PUMP STATION MODIFICATIONS
STANDARD SPECIFICATIONS.
JOB N0: 359- 05-542
DATE OF ACTIVATION:
v M�IQM�CIZEED DATE AS BUILT: BY:
v

DEPTH OF COVER TRENCH BACKFILL
(PIPE BARREL O.D. TO (CLASS II OR III MATERIALS)
GROUND AT TRENCH CENTERLINE) NOTES FOR BACKFILL MATERIALS
LEGEND TOPSOIL (12 ") I MATERIALS SHALL E � NE.
^. 2. CLASS II MATERA S NCLUDECO RE SANDS AND
GROUND SURFACE GRAVELS MAX. 1-1/2 IN SIZE)
ASPHALT DRIVEWAY (PROFILE) r
3. CLASS III MATERIALS INCLUDE FINE SANDS, CLAYEY
BRIDGE r r r r `���� GRAVELS AND SAND /CLAY GENERAL NOTFS.•
CLAY/GRAVEL
FROM PIPEUTRENCHES. INCLUDE MATERIALS J �`QyySTRUCTION AND MATFR /AL SHALL BE IN ACC�DANCE WITH CHARLOTTF-
BUILDING � /� /���� - �� \� 3. TRENCH BACKFILL INCLUDES MATERIALS EXCAVATED FROM MECKLENBURG UTILITY DEPT. STANDARDS AND SPEC/RCA TIONS.
CHECK DAM STD. 6.83 /� /� /���� PIPE TRENCHES EXCEPT 2. ALL CONTRACTORS Wt�PK /NG ON CMUD PROXCTS ARE REQU /RED TO OWN A
CONCRETE DRIVEWAY (PROFILE) � PROPOSED \�� ��� ROCK LARGER THAN TWELVE (12) INCHES. COPY OF THE DES/pV MANUAL AND ./ALL KEEP A COPY ON THE JOB S1 7E
�iv�.� ' 4. TOP TWELVE (12) INCHES OF BACKFILL SHALL CONSIST
PIPE LINE �/� OF TOPSOIL STRIPPED FROM AT ALL JIMES.
CURB &GUTTER 4 MIN. TRENCH PRIOR TO EXCAVATION IN ALL LANDSCAPED OR 3 CONTRACTAR IS FULLY RE.SPOYVSYBLE FOR CON Till CnNG ALL APPR OPRIA 7F PARnES
nU nES AE LOCH TED PR /OR TO THE COMMENCEMENT OF
R
DITCH, CREEK OR BRANCH INITIAL BACKFILL ���\ MAINTAINED AREAS. AND ASSURING THAT U CONSTRUCTION. CALL NC ONE CALL
/ / 5. COMPACTION FOR PIPELINE AND STRUCTURE EXCAVATIONS (PREWOUSL Y ULOCO) AT 1 -800- 632 -4949
EDGE OF PAVEMENT (SEE TABLES
FOR M AT'LS � • SHALL BE ATTAINED B Y THE FOR UTlL/TY LOCH AN6 SERNCES 48 HOURS PR /OR TO COMMENCEMENT OF ANY
EXISTING F`IRE HYDRANT i� FH ) PIPE ID USE OF MECHANICAL TAMPS. EACH LAYER OF BACKFILL WnRK. CONTRACTA�P SHALL VFR /FY LOCATIOYV AND DEPTH OF ALL EX/S71NG U71L /TIES
.:• :• •• SHALL BE PLACED LOOSE AND PR /OR TO CONSTRUCAAN.
PIPE SPRINGLINE :• •. ��.
� "0•. .:;�� THOROUGHLY COMPACTED IN PLACE. ALL MATERIAL SHALL
EXISTING GAS MAIN (MID - DIAMETER) •.�... . 0% %,.
4. IF THE PROPOSED WA /7R AND /O/P SAN /TARY SEWFR MA IN IS INSTALLED WI7N /N 12 /N
1.5 MIN. HAVE AN IN PLACE DENSITY ANY DIRECTION (kERTICALLY OR HORIZONTALLY) FROM GAS MA INS* THE CONTRACTOR
EXISTING GAS SERVICE �s HAUNCHING _ _ - _ _ _ = _ - " �� OF AT LEAST 95� OF MAXIMUM DENSITY. ALL MATERIAL SHALL CALL P/EDMOYVT NATURAL GAS COMPANY AT (704) 525 -5585 AND INFORM THEM. 00 (SEE TABLES — • • — _ - _ - _ - _ - 4» WITHIN SIX (6) INCHES OF THE
EXISTING IRON PIN FOR MAT'LS) — • • - • • — • • — • • — • • — SUBGRADE LEVEL OF A ROADWAY SHALL HAVE AN IN PLACE 5. CONTRACTS IS RESPONSIBLE FAR PLACING BARRICADES US/N6 FL4G'MEN,
EXISTING1 SANITARY SEWER —ss BEDDING DENSITY OF 100% OF ETC., AS NECESSARY 70 INSURE SAFETY TO THE PUBLIC,
(CLASS I MAT'L) MAXIMUM DRY DENSITY. ALL MATERIAL ALONG ROADWAY 6. ALL PAVEMENT CUTS, CANCRETF OR ASPHALT, ARE TO BE REPLACED
EXISTING SANITARY SEWER MANHOLE `� LIMIT TRENCH WIDTH SHOULDERS SHALL HAVE AN IN ACCOlRO /N6 TO STANDARDS OF THE NCDOT AND CMUD STANDARDS.
TO PIPE O.D.+16" PLACE DENSITY OF 95% OF MAXIMUM DRY DENSITY.
EXISTINGq WATER MAIN W 7 SHORING WILL BE ACCORD /N6 TO OSHA TRENCH /N6 STANDARDS PART
TYPE 4 & 5 TRENCH DETAIL 1926 SUBPART P, C AS AMENDED.
EXISTING WATER OR SANITARY SEWER R/W — — NTS
EXISTING WATER SERVICE W*q 8. MINIMUM COVER OF 361* FOR FORCE MA /NS.
EXISTING WATER VALVE
FENCE (LABEL TYPE) x x X_
GAS VALVE �
GRAVEL DRIVEWAY (PROFILE)
GROUND (PROFILE)
GUARD RAIL _r 7 _r j
MARSH OVERHEAD ELECTRIC o "E
PIERS - -�--��
POWER POLE W /GUY WIRE 0—
PROPERTY LINE e
PROPOSED AIR RELEASE VALVE �
PROPOSED FIRE HYDRANT X
PROPOSED (E SANITARY SEWER PROPOSED SANITARY SEWER MANHOLE •
PROPOSED WATER MAIN (LARKED EVERY 100')—
PROPOSED WATER METER LOCATION P
PROPOSED WATER OR SANITARY SEWER R/W
oonanccn weTra veivF ..
INSTALLATION REQUIREMENTS — DUCTILE IRON (DIP) PIPE(FORCE MAIN)
NOMINAL PIPE
DIAMETER
TRENCH
TYPE
DEPTH
OF COVER (FT)
PRESSURE
CLASSIFICATION
FOUNDATION
BACKFILL MATERIALS
BEDDING
HAUNCHING
INITIAL BACKFILL
8" & 12"
TYPE 4
TYPE 5
0 -14
14 -21
350
350
NOT APPL
NOT APPL
CLASS I
CLASS I
It II OR III
CLASS I
CLASS I, II OR III
CLASS I, II OR III
INSTALLATION REQUIREMENTS — DUCTILE IRON (DIP) PIPE(SEWER)
NOMINAL PIPE
TRENCH
DEPTH
PRESSURE
FOUNDATION
BACKFILL MATERIALS
DIAMETER
TYPE
OF COVER (FT)
CLASSIFICATION
TYPE 4
TYPE 5
BEDDING
HAUNCHING
INITIAL BACKFILL
$..
TYPE 4
0 -14
350
NOT APPL
CLASS I
It II OR III
CLASS I, II OR III
TYPE 5
14 -21
350
NOT APPL
CLASS I
CLASS I
CLASS I, II OR III
1 $
TYPE 4
0 -14
250
NOT APPL
CLASS I
It II OR III
CLASS I, II OR III
TYPE 5
14 -21
250
NOT APPL
CLASS I
CLASS I
CLASS I, II OR III
INSTALLATION REQUIREMENTS — POLYVINYL CHLORIDE PIPE(SEWER)
NOMINAL PIPE
DIAMETER
TRENCH
TYPE
DEPTH
OF COVER (FT)
PRESSURE
CLASSIFICATION
FOUNDATION
BACKFILL MATERIALS
BEDDING
HAUNCHING
INITIAL BACKFILL
8" & 18
TYPE 4
TYPE 5
0 -14
14 -21
SDR -36
SDR -26
NOT APPL
NOT APPL
CLASS I
CLASS I
I, II OR III
CLASS I
CLASS I, II OR III
CLASS I, II OR III
9. D. /.P. (GSP FOR 2" FOR WA TER PIPE) REQU IRED FOR BOTH WA TER & SAN /TARY SEWER
LINES IF THE FOLLOWING CLEARANCES ARE NOT MET:
- WA TER CROSSING UNDER SEWER LINE, D.I.P. BOTH PIPES
- 18" VERTICAL FOR WA TERLIIVE INSTALLED ABOVE SEWER OR
D.I.P. BOTH PIPES
-10' HORIZONTAL SEPARA 7 70 FOR WA TER LINE PARALLEL TO SEWER LINE (OR 18"
VFRI7CAL SEPARA 7 7O IN SEPARA TE DI TCHES).
I ' I MIA 77-0 I IAIrIft 4 ^N ^1 rI P% A AI^P- SAM VV I 0%'1-^/%I / AA A J• 20% w A ^ A A A JA J,0% A •w• i�
___ ______ __ _ --- _________ ______ ________ _... ... ._, _.._ ._.. --- ._, .___..._.._
DUCT BANKS, AM0 UNDERGROUND CABLES.
N
3"
7" 1 1/4
MIN
� o 0
00
� 3 16 0 HOLE
2 FOR 1/2 "0 ANCHOR
RAILROAD W Boc rs, TOP &
RIP -RAP ' eoTTOM
ROAD /STREET RIGHT -OF-WAY -­R/W � W
SEDIMENT FENCE (SILT FENCE) STD. 30.06 ■— ■— ■ — ■ — ■ —■ W � ;a
SIDEWALK SIDEWALK
STORM DRAIN WITH CATCH BASIN OR DROP INLET — _ _ _ _ _ _ _ �
STREET SIGN �- REDUCED PRESSURE e
� m W 1 "� SOLID
PRINCIPLE ASSEMBLY � � 8 ALUM. RUNGS
TEMPORARY DIVERSION STD. 6.20 TD TD To 114 TURN FULL PORT QWC
STD. 6.60 � 7/RN FULL Pp�q � BRONZE BALL SHUT -OFF 1 1 2" 4+ O y 3 "x 1 2" ALUM.
TEMPORARY SEDIMENT TRAP � �ZE BALL SHUT CHECK VALVE ,�2 VALVE � Q FLAT BAR
TEMPORARY STREAM CROSSING 1 T SEE N ,�2 CHECK VALVE ,�'l SEE NOV �E I 2 � v,
TOWER LINE NEMA 4X (RBERGLASS) HEATER ELECTRICAL BOX LOWEST
MIN* 6" ABOVE WATER DISCHARGE POINT - - - - - - I POINT
TREE � INSTALL PER BOX MANUF. REQUIREMENTS OR RELIEF
UNDERGROUND CABLE �� FROM AUX. CIRCUIT ,�6 (GF7 BREAKER) STRAINER � I ��T
UNDERGROUND ELECTRIC uE REMOVABLE � �
INSULATED ENCLOSURE I � FLOW I �
UNDERGROUND TELEPHONE ur WITH DRAIN PORTS Z 6 x 3 "x 3/8" ALUM.
00 Z k I 3" CUP ANGLE
UNDERGROUND TELEVISION CABLE Tv TEST COCK ,f"l � � TYPE K OR L COPPER TUB /NG � 1 1/4
"
(SEE NOTE ,FJ) I : : I PIPE FOR M /N, OF 5' ON
WATER METER � � � R EACH END � ASS£MBL Y. � FINISHED FLOOR OF VALVE VA UL T
SLOPE GROUND SEE NOT
EXISTING FORCE MAIN FM E 14
AWAY FROM
COVER (TYP*) . i i � � u i� i_ -
VALVE VAULT LADDER DETAIL
4" CONC. SUPPORT PAD NOT TO SCALE
4" MINIMUM
ACRONYMS NorEs• � ASHED
� E
1. REDUCED PRESSURE PRINCIPLE ASSEMBLIES RP MUST CONFORM 6, ALL LOCA AONS FOR BPA'S REQUIRE CMU APPROVAL
TO CMU SPEGYF/CATIONS. REFER TO CMU APPROVED UST OF BPA'S
MH MANHOLE 7 THERE SHALL BE NO TAPS PIPING BRANCHES, UNAPPROVED
2, CMU APPROVED RP INCLUDES SHUT—OFF VALVES AND� AS
RCP RINFORCE CONCRETE PIPE PART OF THE ASSEMBLY. NO SUBS11TU11ANS SHALL BE PERMITTED, BY PASS PIPING , HYDRANTS, FlRE DEPT. CONNECTIANS
CONNECAON POVNTS OR 01HER WATER USING APPURTENANCES .�`��� � CARO ��N, CHARLOTTE —M E CKL E N B URG
STA. STATION - 3 AND /S COCK SHALL BE UPS7REAM OF �7 � THE APPROVED ASSEMBLY. VALVE ,�f CaNNECTEO TO THE SUPPLY LINE BETWEEN THE METER ` � ;
AND CMU REQUIRED BAgCfLOW PREVENTFRS. � oFESS�oti UTILITY D E PARTM E NT
EOP EDGE OF PAVEMENT 4. PIPE MATER /AL AND FlTT/NGS SHALL BE AS SPECIFlED IN CMU
STANDARDS & SPECIFlCA ]IONS. 8. ELECTR /CAL HEATER SHALL BE PRONDED BY ENCLOSURE MANUF. - 31483 ENGINEERING DIVISION
BOC BACK OF CURB 5. INSULATED ENCLOSURE SHALL BE AS SPEgFIED IN CMU HEALER TO BE INSTALLED PER MANUFACTURES REQUIRMENTS �,� �, ; CHARLOTTE, NORTH CAROLINA
WV WATER VALVE ENCLOSURE /NFARMA110N. DRAINS SIZED FOR FULL PORT DISCHARGE. FOR RP BACKFLOW PREVENTOR /NSTALLA7lAN. INSTALL OUTSIDE F FNGI NE�� °
CLASS 1, DlV1SlO,N 1 GROUP D ZONES P��� 359 -05 -542
FH FIRE HYDRANT
''���,, �'Wvo\�\ Job No. File No. GRIFFITH ST. PUMP STA TION
EX EXISTING Scales �°� NA MODIFICAT IONS
WM WATER MAIN 3Z4" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTOR DETAIL PLAN
NOT TO SCALE PROFILE a.. NA
SS SANITARY SEWER Vert, NA NOTES &DETAILS
LP LIGHT POLE 46
CMP CORRIGATED METAL PIPE v l��I�/I�C'REED As Butt gate
�v 1 1 0 GGG ISSUED FOR REVIEW Sheet Of Ift M &C GGG GGG GGG 2 18
No. Date By Revision Surveyed By Designed By Drawn By Pro ject —Engr Approved By Date

CITY OF CHARLOTTE STANDARD CITY OF CHARLOTTE STANDARD
CAST IRON FRAME AND COVER. CAST IRON FRAME AND COVER
(BOLT DOWN- WA TER TIGHT)
NOTES.-
FINISHED GRADE
1. ALL MASONRY MORTAR SHALL BE PORTLAND CEMENT
' (MIN.) OR D.I.P. 1: 3 MIX. � USE BRICK OR CONC. GRADE 0 0
9 JOINT D.I.P. (M )
TO UNDISTURBED GROUND. 2. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED RINGS FOR ADJUSTMENT OF
S TO EXIT PIPE AND v 24" FLUSH MANHOLES. 'N � 7" M /N. 2'
TROUGH FROM ENTRANCE PIPE
4" MIN. IN CURVED MANHOLES TH "
E TROUGH MUST BE A 7 TANGENT TO THE INSIDE ���• o 16" 0. C.
SMOOTH CIRCULAR ARC T F
LS OF THE PIPES A T THEIR ENDS. z N -� I P I T q 1/ (TYP.)
WALLS W � �
J. PROTECTIVE WALL FOR OUTSIDE DROP SHALL BE A o HEIGHT OF RISER O � .� 0
0
.
MINIMUM OF 4 MASONRY. AND CONE
4. THE SLOPE OF THE OUTSIDE DROP TROUGH SHALL o SEC77ON VARIES
s
5" • ' BE 114" PER FOOT.
JOINT 4' F W E�
. • 5. ALL PIPE OPENINGS TO BE NO GREATER TER THAN 3
UW 0,;Q W *.* , " W
114" RIM RAISED ��1/4" 1" HOLE AT TOP,
w - • LARGER THAN O.D. OF PIPE AND ADD17IONALL Y
Ln - ' REINFORCED WI' TH A MINIMUM OF 0.20 SO IN. OF TAPER TO 1 -1 /8 A T BOTTOM. 1 -1/8
,. O
AIGHTWALL
- srEPS (ON sTR NO HOLE FOR WA TERTIGHT F & C o� 1 -1 /4„
Y o STEEL A T 90 DEGREES. PIPE TO BE CEN TERED IN
( W O O
m: maip
STRAIGHT WALL OF M.
H. TO
t J OPENINGS. ADDI T70NAL REINFORCING NOT REQUIRED
B E L OCH TED OVER WIDEST .. FOR CORED OPENINGS. 5"
SHELF. 1- T MASONRY TIES EVERY 12 INCHES.
6. RAMSE NOTES: ANCHOR BOLT HOLE Q
• - 0 7. DROP STRUCTURE MA Y BE FORMED AND POURED OF STRAIGHT WALL OF M.H. _
CONCRETE IN LIEU OF MASONRY. TO BE LOCH TED OVER
NC . 1. MANHOLE TO CONFORM W1 TH ASTM C478 EXCEPT � » Q
3600 PSI CO
8. FOOTING FOR DROP MAY BE POURED AS PART OF INFLUENT PIPE (4 M.H.) 1- 11 -1/4
AS M00 /PIED BELOW. A
Z .' • • ' m THE MANHOLE BASE SLAB OR FIELD POURED AND Z 2. MANHOLE BASE TO BE REINFORCED WITH A MINIMUM 1'- 8 -1/2" 114"
VARIES o0 , . ° TIED TO MANHOLE BASE WITH THREE EQUALLY SPACED 2' AREA OF 0.20 SQ. IN. PER LINEAL FOOT EACH WAY.
U a 16 REBARS DOWELED INTO MANHOLE BASE 2 FROM WALL REINFORCING TO BE MINIMUM OF 0.12 SQ. lN.
w • ' . • TOP OF SLAB. GROUT INTO 8" DEEP HOLES W1 TH » ` PER LINEAL FOOT. EITHER TONGUE OR GROOVE
(n 4 -D OR 5 -0 c� SURFACE To BE
A
w EXPANSION GROU T. SHALL HAVE REINFORCING EQUAL IN AREA TO
.�. MACHINED
U) .. 9. OUTSIDE DROP SHALL NOT ENTER MANHOLE /N CONE m Q MINIMUM OF WALL SECTION. ,2-3/8 "» 8 -t /2" RIBS EQUALLY
Q SECTION. 3. ALL JOINTS SHALL CONFROM Wl'TH ASTM C443. 1 -7 -1/2 sPACEO
2" m
1 ' -8 -1 2" 10 -314
A 10. MA TCH DROP INFLUENT CROWN TO CROWN W/ TH 4. STEPS TO BE PLASTIC PER CITY STANDARDS. /
A EFFLUENT PIPE. ° ° .. 5. ALL PIPE OPENINGS TO BE NO GREA TER THAN 3" 2'_ 1_ 1/4" 25" 12"
. • ` 11. DROP MA Y BE PVC. D.I. P. OR V. C. P.
° LARGER THAN OUTSIDE DIAMETER OF PIPE AND
E ADD/ TIONALL Y REINFORCED 107H A MINIMUM OF 1 '- 11 -1/2" 23 -1/2"
.3 .
SURFACE TO BE SURFACE TO BE
.: -. • • -
y 3 REBARS 0.20 SQ. lN. OF STEEL A T 90 DEGREES. (ADDI TOINAL ,�Ap� /N� 1 �� 4 = = MACHINED 1 �� 4 = FM
' ' • • .,: • •• ' •.. REINFORCING NOT REQUIRED FOR CORED OPENINGS)
� � * I `�'
• �•. .•
/ FLEXIBLE COUPLING CAST IN BASE OR 6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED " '"� 4'R
K ' • -�--- POUR 3 X 3 CONCRETE' FOOTING INSTALLED IN CORED HOLE WITH STAINLESS W/ TH A MINIMUM OF HONEYCOMB, FINS AND 0 THER 1 -9 -1/2 `` ao 21
.19 i .. •� '.
• 6 INCHES THICK TO SUPPORT STEEL COMPRESSION DEVICE.
> E DROP STRUCTURE. IMPERFECTIONS E PL UGGEO
£� _ ♦ FOR 8" AND 10" PIPE, IN ARE TO 7. PENETRA T/NG LIFTING HOLES SHALL B
' " " 4 -5/8" 2 - 1 -1/4" 4 -5/ " 4" 24" 4" C�OIPOIL YA/ER PQLYPROIPYLEIVE PLASTIC
STONE (IF REQUIRED) BE 314 PIPE 00 AT TROUGH, FOR 12
INVERT �'�' EXPANSION GROUT.
AND LARGER PIPE, PRO NDE FULL 8. INVERTS MAY BE 3600 PSI READY MIX CONCRETE
As SHOW. THE SHELF SHALL SLOPE 2 IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE.
FROM THE MANHOLE WALL TO THE TROUGH. 9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST SHORT - 4 INCH HEIGHT
STANDARD HE /GHT 1/2" GRADE 60 STEEL REINFORCEMENT
SHELF.
10. 4W CONE SEC TONS MAYBE USED WITH 5'0 MANHOLES NO TES. No THIS
WITH A 5'-4" TRA NS/ TION SECTION PL A CEO DIRECTLY S STEP TO BE ORI VE TO
TAPERED HOLES IN PRECAST
3=O" BENEATH THE 4 0 CONE. 1. ALL CASTING TO BE FREE FROM SAND HOLES AND NO MANHOLE SECTIONS DO NOT
11. ALL MANHOLE SECTIONS SHALL BE DESIGNED FOR PLUGGING WILL BE ALLOWED. USE AS A GROUTED -IN STEP.
•• , • H -20 LOADING. 2. CAST WITH THE USE OF ALUMINUM PATTERNS.
• • ;; . , : : , • . * •: : , •:::, : • 12. MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES
•'
" 3. SLIGHT DRAFT ALLOWED ON STRAIGHT FACES. _ /4.. SEC110UV A -A
. : • .. .t•, :: W TH BOLT DOWN F &C IS 3 4. APPDXIMA TE WEIGHT OF FRAME 230 LBS
• • • • • • ; APPDXIMA TE WEIGHT OF COVER 143 LBS °• °
• .. _ : ' ... APPDX /MA TE WEIGHT OF TOTAL 373 LBS
5. WHEN THE MANHOLE RIM IS ABOVE FINISH GRADE., THE
• • •• • FRAME WILL BE BOL TED TO THE MANHOLE CONE AS
+;� ..•
' SPECIFIED.
• 6. WA TER TIGH T COVERS WITH GASKETS SHALL BE USED WHERE
• '.. SHOWN ON CONSTRUCTION PLANS.
1000 LB. PULL OUT TEST REPOR T
• •'• •••' = REQUIRED ON EACH STEP.
• •''• ' •' • •' 2" FALL 7. BOLT HOLE SHALL NOT BE GREA TER THAN BOL T D /A. PLUS °
Cn'�°•) 1/8'.
8. SLIGHT VARIATION IN DIMENSIONS NOT CRITICAL TO IN TER -
CHANGEABIL TY ARE PERMITTED. ENGINEER'S APPROVAL
REQUIRED FOR EACH FRAME AND COVER.
9. 4 INCH TALL FRAME WILL ONLY BE ALL 0 WED WHERE FRAME
IS BOLTED TO MANHOLE.
SECTION A -A
OUTSIDE DROP., PRECAST MANHOLES 4 AND 5 DIAMETER, ' CAST IRON FRAME AND COVER PLASTIC STEP CORED HOLE.,
SANITARY SEWER MANHOLES, DRIVEN IN PLACE
,� TENS /ON BANDS do STRETCHER
9 BAR A T EACH SIDE, 10 •
(TYPICAL FOR ALL GAMS SHOWN
10 MAX. MAX., ALL POST SPACING- w-I
CORNER POST ROUND PIPE
RAIL SPLICE LINE
LOCKING HOLE LA TCHIPAD LOCK BRACE LINE POST POST
I
BAND RAIL END
I
ANT ASSEMBLY '
FREEZELESS YARD HYDRANT 27 -1/2 � CORNER
HINGE POST 4
2'X2'X4' THICK TENSJOW SPACE 4» 12'0 POST
CONCRETE SPLASH PAD FINISHED GRADE
BAND TRUSS BAND - x I
FABRIC -
BRACE 11 GA, V/
HEIGHT MIRE FASTENERS
RAIL °
HOAMONTAL H �-
BRACE RAIL PR/ VACY SLATS SEE NOTE 4 4
& 3/8'A 7 GA. TOP RAIL TENSION
TRUSS ROO
FOR Gq TES TDV90N 9 GA. NOTE: TYPICAL FOR GA TF AND FENCE WIRE
�2
3 = 0' MIN. BUR Y 5' OI R W10ER WIRE HOG RINGS
�, 3/8'� BARGED WIRE TOP
.'_•• •: , TRUSS ROD
WASHED •. i . -;.• , ... �;• : == HINGE
STONE . • ' . :.; : .. �/��7/ 6 MX . � � I ,
FOR � � \��
\ / \
I I 3 MAX /\ �
DRAINAGE
I
I
:.•....�....;,• ..; . I I I
4 MA X I
. _ .... • ,::.. 3 I I I I I
A• ;'•_; , ,' : ti MAX
3' aR. 12' 0 /A.
M
DOUBLE GATE C VOPETF BASES
FREEZELESS YARD HYDRANT, MIN. 3 0' Posr BURY
NOT TO SCALE
FENCING & GATE DETAILS,
FENCE DETAIL NOTES.
NOT TO SCALE
12 GUAGE 4 X 4 OR 2 X 4 WELDED WIRE
HOOKED INTO PREFORMED CHANNELS ON
1. H (HE70VT OF FABRIC) SHALL BE AS SHOW ON THE PLANS FABRIC IS 7 -0
METAL POST.
2 CHAIN UNK fEIVCE SHALL =FORM TO THE REQUIREMENTS OF CMU STANDARD SPECIRCA TTONS SECTION XW/.
ULTRAVIOLET RESISTANT GEOTEXTILE FABRIC NOTES: 11 I PAD LOCK FOR GA 1F WILL BE SUPPUEO BY CMU. (MASTL�R LOCK)
OR EQUIVALENT SECURED TO WIRE W/ METAL LINE OF POST
CLIPS OR WIRE AT 8" OFF CENTER.
a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM BEYOND 4, PVC PRIVACY SLATS TO BE INSTALLED (BROW) TYPICAL ALL SIDES
b. TURNING RADIUS SUFFICIENT TO II SUPPORT WIRE A
ACCOMMODATE LARGE TRUCKS IS TO BE FILTER FABRIC
�PQ PROVIDED.
5 MIN
� c. ENTRANCE(S) SHOULD BE LOCATED TO
MAX. SEDIMENT STORAGE LEVEL IS 1/2 HEIGHT. ��,�G PROVIDE FOR MAXIMUM UTILITY BY ALL "
REMOVE SEDIMENT WHEN THIS LEVEL IS Q�� CONSTRUCTION VEHICLES. SLOPE POST 18
DEEP MIN. CLASS A STONE
REACHED OR AS DIRECTED BY THE CMU S , d. MUST BE MAINTAINED IN A CONDITION COMPACTED „
S REPRESENTATIVE INSPECTOR. 0 WHICH WILL PREVENT TRACKING OR SOIL 14
N DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
WILL BE NECESSARY; KEEP SOME HANDY. .: :....
O e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP g
N
IMMEDIATELY. ACE POST ,J 8 _
♦ -OU--N D
6 MIN 4 MAX MAX{
MAX. •i. �'.` ::::.. ' j;,v.:,.: \ MIN. ,
5
AT LOW POINTS
♦: AX. CHARLOTT
'k x. `x
4 M
SHEET DRAINAGE ONLY. � .
,h
NATURAL
GRADE.
BADE
NATO
TY D PARTM
Y •
h ti
�I ♦ ^. /
I
A
COARSE AGGREGATE ;
N
0
G
D
I
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I N
6 2 -3 E
E
RIN
E N
GIN
y 3
CHARLOTTE NORTH CAR o LINA
Eh
SECTION A
FABRIC INTO TRENCH NOTES: APPLICABLE AT ALL POINTS OF
- A
CARRY 6 TO 12 INCHES OF •
♦ ;'v \< y: _, <.; T , '
COVER W/ SOIL, TAMP AND BACKFILL. INGRESS &EGRESS UNTIL SITE IS ♦:..'•••..�:.•.:';,��•:::;A .. .. . .... ... v ...'..' .. .�.'... :•'. _ .. . .- ..:;.� , ,.�•' =. .:.. .... .:.. ... _ . .. �. ..:. ..:.. \`��� � � � � � // /���
STABILIZED, FREQUENT CHECKS OF
N THE DEVICE AND TIMELY \�� ��1 CAROB i,� 359 -05 -542
CARRY 6 OF WIRE INTO TRENCH. MAINTENANCE MUST BE PROVIDED. ELEVATION �� °°p4O4pO0°e '� Job No. File No.
q GRIFFITH ST. PUMP STA TION
18 F�SS/ O
�q Scales
STEEL POSTS AT 10 O.C. MAX. STABILIZATION MODIFICA TIONS
11 N _ g SEAL � = PLAN NA
POSTS MUST BE 18 DEEP MINIMUM. 31483 g
PROFILE
% F � `'' Hor. NA
NOT TO SCALE - ;moo NCI NEB- ��;
NOTES: TEMPORARY CONSTRUCTION ENTRANCE EXI To o� ,. NA DETAILS
',,�'G �� Vert.
1. SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS
F C C' P�
OR IN AREAS OF CONCENTRATED FLOWS CREEKS,
DITCHLINES, SWALES ETC.). 44
2. PREFABRICATED SILT FENCE IS NOT ACCEPTABLE.
As Built Date
Sheet Of
M &C GGG GGG GGG
SILT FENCE DETAIL, 1 1/06 GGG ISSUED FOR REVIEW 3 18
No. Date By Revision Surveyed By Designed By 1 Drawn By 1 Pro ject -Engr Approved By Date �.. _

6" MINIMUM COMPACTED
CABC NATN 2' M -78
PROVIDE AMEED BLOCK � .. .. . .
MAlERI NDER C
VALVE VAULT..
EXISTING'
.
EMERGENCY . PUMPOUT .
.VALVE VAULT
.E)pS11NG � � � � QpS11NG
So FM
120 FM
PUMP STATION
8'F FM
1-4: FT GATE
SET
TRANSFORMER
O.ECIRICAL\CON?ROI. RACK.*.
1 =1 /�' �� WATER LINE ..
x x x _x
YARD HYDRANT REDUCED PRESSURE PRINCIPLE
BAdCFLQW PREVENIlM� �
INSTALLED ABOVE - GROUND WITHIN
INSULATED ENCLOSURE PER CMUD
REQUIREMENTS ENCLOSURE TO
INCLUDE DRAIN PORT(S) FOR
DISCHARGE WATER PER CMUD
g• SEWER REQUIREMENTS. SEE DETAIL
MANHOLE SHEET 2
ACESS MANHOLE
O
SS
—
-
-
LAKE NORMAN
ACESS MANHOLE
MATCH OUSTING
c�
12' MADE
PAVED DRIVE
60 c
��
MATCH dpS?1NG
EMERGENCY DETENTION
STRUCTURE
i
NOTES:
1. FURNISH VALVE KEY EXTENSION (IF REQUIRED BY DEPTH OF NUT) AND
_ — STANDARD VALVE KEY FOR BURIED PLUG VALVE.
2. FURNISH OPERATING WRENCH FOR SURFACE PLUG VALVE.
� 3. DESIGN SHOWN IS INTENDED AS A TYPICAL LAYOUT. ACTUAL LAYOUT MAY VARY
� IN DIMENSION BUT SHALL REMAIN OTHERWISE SIMILAR. ACTUAL SITE PLAN SHALL
BE SUBMITTED TO THE CHARLOTTE— MECKLENBURG UTILITY DEPARTMENT FOR
APPROVAL,
4, SEE CMUD WATER STD. DETAIL X21 FOR 2' X 3' VAULT FRAME AND COVER.
30 1 3 30 5. ROD 90' BEND TO BE RESTRAINED TO PUMP STATION AS APPROVED BY STATION
MANUFACTURER,
6. PUMP STATION SHALL MEET ALL CMUD SPEC'S PUBLISHED IN THE CMUD DESIGN
MANUAL.
7. CMUD TO RECEIVE ALL SHOP DRAWINGS AND 0 & M MANUALS FOR REVIEW PRIOR
TO CONSTRUCTION, SHOP DRAWINGS &MANUALS SHALL BE PROVIDED FOR
REQUIRED PUMP STATION EQUIPMENT INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
� A. CONTROL PANEL, GENERATOR AND TRANSFER SWITCH SERVICE DISCONNECT.
Be ANTX DIALOG ELITE DIALER,
C. 3 SPARE SEALS. 0 —RINGS &WEAR RINGS /PLATES.
D. PLUG VALVES SHALL BE DEZURIK,OR APPROVED EQUAL.
E. HEATER.
8, DEVELOPER'S ENGINEER TO SUPPLY MANUFACTURER WITH ALL CMUD SPEC'S FOR
ORDERING.
� 9. TELEPHONE &OUTSIDE LIGHT SHALL BE INSTALLED ACCORDING TO CMUD SPEC'S
& BILLING SHALL BE TO THE DEVELOPER UNTIL STATION IS ACCEPTED BY CMUD,
C;) 10. NO WOOD SHALL BE USED IN THE CONSTRUCTION OF THE CONTROL PANEL RACK.
FM � SUPPORTS FOR PANEL CAN BE 3" GALV. PIPE WITH THREADED CAPS, CROSS BARS
ARE STAINLESS STEEL UNI— STRUT. ALL MOUNTING IS TO BE DONE WITH APPROVED
HARDWARE (CLAMPS).
11. THE ELECTRICAL SERVICE SHALL BE IN ACCORDANCE WITH CMUD STANDARD
�
SPECIFICATIONS. SHOP DRAWINGS SHALL BE PROPERLY SUBMITTED FOR APPROVAL,
12, THE ACCESS DRIVE TO THE PUMP STATION SHALL BE ACCESSIBLE BY THE CMUD
CRANE TRUCK.
13. THE VALVE VAULT TO BE CONCRETE WITH A TAPERED FLOOR TO AN 8 INCH DEEP
AND 12 INCHES SQUARE SUMP PIT IN THE CORNER NEAREST TO THE WET WELL.
THE SUMP PUMP IS TO BE CMUD STANDARD, PROVIDE 2" SLEEVE PIPE (STAINLESS
� STEEL 304, SCHEDULE 40) TO WET WELL. LOCATE 1' BELOW GRADE, AND ABOVE
SUMP PIT, CAP BOTH ENDS,
4j 14. PROVIDE (1) 0.75 INCH CONDUIT TO THE VALVE VAULT FOR THE FUTURE SUMP PUMP
AND (1) 0.75 INCH CONDUIT TO THE VALVE VAULT FOR SCADA (TO BE
—r� INSTALLED LATER .
15. ALL FASTENERS BOLTS, NUTS, AND ANCHORS) ARE TO BE 316 STAINLESS STEEL.
16. PUMP PRIMARY CONTROLLER SHALL BE AIR BUBBLER TYPE WITH ALLEN BRADLEY
MODEL 836 DIFFERENTIAL PRESSURE SWITCHES FOR (1) LEAD ON /OFFS AND (1)
HIGH LEVEL (SEE NOTE 23),
179 FLOATS ARE TO BE USED FOR (1) SECONDARY HIGH BEVEL AND (1) LOW LEVEL
ALARM. CONTACTS FOR FLOATS TO CONTROL EMERGENCY LOW LEVEL CUT OFF
~ AND EMERGENCY HIGH LEVEL TO TURN ON OVERRIDE ARE TO BE INCLUDED.
C/o) � 189 THE BUBBLER SYSTEM FROM THE PANEL TO THE WET WELL IS TO BE 0.25 INCH O.D.
C/) 4. POLYTUBE THROUGH 0.75 INCH CONDUIT SLEEVE. (SEE NOTE 16). USE 0.75 INCH PVC
PIPE MOUNTED DIRECTLY TO THE WET WELL WALL WITH TWO POINT PVC PIPE STRAPS
WITH EITHER 0.25 INCH STAINLESS STEEL ANCHORS OR DRIVE PIN CONCRETE
TYPE ANCHORS (1.5" LONG MINIMUM), ANCHOR EVERY 3 FEET MINIMUM. PIPE
BUBBLER TUBE TO BE 6 INCHES ABOVE WET WELL FLOOR.
19. THE CONTROL PANEL SHALL BE STAINLESS STEEL WITH SECONDARY (INTERNAL)
DOOR TO HOUSE (2) ELASPED 11ME METERS, SCFH REGULATOR PURGE, SHUTOFF
AND PSI REGULATOR CONTROLS ALONG WITH HOA SWITCHES, RESET EXTENSIONS,
AND CUT OUTS FOR BREAKER SWITCHES. THE DOOR IS TO PROVIDE SEPARATION
� BETWEEN ALL CONTROLS AND "HOT" ELECTRICAL COMPONENTS, PROVIDE BOG
� BOOK POCKET ON INSIDE OF OUTER DOOR.
20. PROVIDE CONTROL PANEL WIRING DETAILS FOR REVIEW.
219 WET WELL AND ACCESS HATCHES SHALL HAVE SOLID ALUMINUM DIAMOND PLATE
� LIDS WITH SPRING ASSIST IF MORE THAN 50 POUNDS LIFTING WEIGHT, LIDS SHALL
N INCLUDE RECESSED LIFTING HANDLE AND SECURITY LATCH/LOCK AND FACTORY
. INSTALLED SAFETY SLIDE BARS TO HOLD LIDS VERTICALLY OPEN, LIDS TO BE
COMPLETE WITH ALUMINUM FRAME TO BE MOUNTED IN CONCRETE TOP SLABS OF
� WET WELL AND VALVE VAULT.
22. ALL SETS OF LIDS ARE TO BE LARGE ENOUGH TO PULL PUMPS STRAIGHT OUT
OF WET WELL AND HAVE FULL VERTICAL ACCESS TO CHECK VALVES AND PLUG
VALVES AND TO REMOVE THE BASKET.
23. TOP SLABS OF WET WELL AND VAULT TO BE 6 INCHES ABOVE FINISHED GRADE,
Cf� 24. CHECK VALVES ARE TO BE EXTERIOR ARM WITH WEIGHT TYPE. THE TEE IN VALVE
cj� VAULT IS TO BE 12X12X12 INCH,
25, THE VALVE VAULT IS TO BE ONE PIECE (WALLS AND FLOOR) PREFABRICATED
OR POURED IN PLACE, THE VAULT IS TO BE LARGE ENOUGH TO PROVIDE 12 INCH
_T1 MINIMUM CLEARANCE BETWEEN THE VALVES AND WALLS AND +/— 30 INCH
� CLEARANCE BETWEEN VALVES.
26, THE DISCHARGE PIPES ARE TO BE SOLID (ONE PIECE FROM THE 90' ELBOW IN
THE WET WELL TO INSIDE OF VALVE VAULT. USE A MEG —A— FLANGE CONNECTOR IN
� THE VALVE VAULT TO CONNECT THE PIPE END OF THE SPOOL TO THE CHECK
VALVES.
27, ALL EXTERIOR CONDUIT AND CONNECTORS /HARDWARE TO BE RIGID PVC
COATED CONDUIT AND MYERS HUB CONNECTORS. (SEE NOTES 16).
28, THERE SHALL BE NO TAPS, PIPING BRANCHES UNAPPROVED BYPASS PIPING, HYDRANTS,
FIRE DEPARTMENT CONNECTION POINTS OR OTHER WATER —USING APPURTENANCES
� CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS CMUD-
REQUIRED BACKFLOW PREVENTER.
29. EACH CMUD— REQUIRED BPA IS REQUIRED TO BE TESTED BY A CMUD— APPROVED
CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
T1
�
CHARLOTT —M CKLENBURG
� UTILITY DEPARTMENT
CARo�
ENGINEERING DIVISION
�"��FESS/oN9Nq CHARLOTTE, NORTH CAROLINA
Q l
SEAL $
g 31483 � = 359 -05 -42
';,o��N�� N��� ��o�;' Job No. Scales
File No. GRIFFITH ST. PUMP STATION
Cn G G P�P`� PLAN
�. = 5 MODIFICATIONS
I
PROFILE NSA
Hor.
v°rt• N/A Sl TE PLA N
v- As Built Date
�vV
NFI<1ff\4&CMED 1 11 0 GGG ISSUED FOR REVIEW Sheet Of
M &C GGG GGG GGG 5 18
No. Date By Revision Surv�ey�sd By Designed By Drown By Project —Engr Approved By Date

i
X ^�o
1 X
/ 1
1,
/h
TEMPORARY CONSTRUCTION ENTRANCE
i�
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CONSTRUCTION SEQUENCE & NOTES
1. SET UP A ON —SITE PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE LAND QUALITY SECTION, MOORESVILLE
REGIONAL OFFICE [PH. 663 -1699] TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS
PRIOR TAO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY CODE AND IS SUBJECT TO FINE.
30— 1 INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN
ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
3. CALL 663 -1699 FOR AN ON —SITE INSPECTION BY ENGINEERING INSPECTOR. WHEN APPROVED, ENGINEERING INSPECTOR ISSUES THE
GRADING PERMIT. BEGIN CLEARING AND GRUBBING AFTER PERMIT ISSUANCE.
4, MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
5. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, U.S.DEPT. OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, AND THE LAND QUALITY SECTION,
MOORESVILLE REGIONAL OFFICE.
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE
EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE LAND QUALITY SECTION, MOORESVILLE REGIONAL OFFICE
EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
8. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
TO ONE —HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH
A MANNER THAT IT WILL NOT ERODE.
9. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
10. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
11. SEDIMENT BASIN EMBANKMENTS SHALL BE SEEDED OR OTHERWISE PROPERLY STABILIZED IMMEDIATELY FOLLOWING CONSTRUCTION.
12. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE
PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET, THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE
FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
13, REQUIRED SEDIMENT STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER DENUDED ACRE. SEE SEDIMENT TRAP DETAIL FOR
WEIR SIZE AND DIMENSIONS OF EACH TRAP,
14. WHENEVER TOPOGRAPHY ALLOWS, THE TRAP LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
15. ON —SITE BURIAL PITS REQUIRE AN ON —SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
16. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCDENR EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
17. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE NCDENR EROSION
CONTROL ORDINANCE AND IS SUBJECT M A FINE.
18. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
19. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES
HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAT 15 DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY
IN THAT PORTION OF THE SITE WILL RESUME WITHIN 30 DAYS OF DISTURBANCE. TEMPORARY GROUND COVER ON EXPOSED SLOPES
SHALL BE PROVIDED WITHIN 21 CALENDAR DAYS UPON COMPLEATION OF ANY PHASE OF GRADING.
20, ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY 7 DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT
EXCEEDS 1/2 INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
21. STOCKPILE MATERIAL SHALL BE PROVIDED WITH GROUND COVER 15 WORKING DAYS UPON COMPLETION OF ANY PHASE OF WORK. ALL
MULCH MUST BE TACKED NTH EMULSIFIED ASPHALT,
22. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDENR.
.�� CARoi
_\pct �°°°°°°
\_loa `J S I o ° 9
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g 31483
i Q
c� goo FNG N��� p
I
o�p 00000 ��`,.
cF G
NV
Qz
G.
V
NF1<B4&CREED 1 11/0 GGG ISSUED FOR REVIEW
No. Date By Revision
CHARLOTT -M CKL N URG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
359 —OS -42
Job No. File No. GRIFFITH ST. PUMP STATION
S` °'°' MODIFICATIONS
PLAN
PROFILE NSA
Ham.
NiA GRADING AND
Vert.
EROSION CONTROL PLAN
As BuAt Date Sheet C
M &C GGG GGG GGG s 1
Date
Surveyed By Designed By Drawn By Protect —Engr Approved By _

- --- - ----- ■ iii'
■
I�
■ C
---------------- - - - - - - - - - - - - - - - - - - - - - - ly - - - - - - - -- ---------
■ EaE:a■ ...... .....
765
. . . . . . . . .........
760
..... . . . . . . . . .
WIRI.
............ ........... ..........
pm
E FA 750
Tfj
0 MEN
LINE A
STA. 1 + 10.75
EXISTING 4* DIA. MANHOLE
LINE A
STA. 0+0 e96
PROPOSE 4-0 DIA. MANHOLE
LINE A
STA. 0 +24.91
PROPOSED 40 DIA. MANHOLE
0
M
1 D ��
b�
O O
0 Vol
Ln
LINE A
STA. 0+00
PROPOSED DETENTION
STRUCTURE
I LINE B
STA. 0+27.82
EXISTING 4' DIA. MANHOLE
LINE B
STA. 0 +00
PROPOSED DETENTION
STRUCTURE
v�M�I�VIF�cREFv
----- -----
K11
14b
Of------ -------
44
.......... ......
I I1
A
...... 1FAd
CAR CHARLOTTE— MECKLENBURG
\,ao��H oFESS�oN 9 UZ
UTILITY DEPARTMENT
`� SEA L ENGINEERING DIVISION
31483 CHARLOTTE, NORTH CAROLINA
col
WOO
359-05-42
c
Job No. Scales Flo No. GRIFFITH ST. PUMP STATION
PLAN
1 20 MODIFICATIONS
PROFILE Ha. 1 20' a
VWt• 1 2'
I SEWER CONNECTIONS
1 11 /0 GGG ISSUED FOR REVIEW
MENNEN - ------
No. Date By Revision
Sheet Of
M&C GGG GGG GGG
7 18
Surveyed By Designed By Drawn By Pro ject —Engr - Approved By Date

EXISTING
8 RESTRAINED
M J 45'
12" DI.
_add - - -
EXISTING
8" RESTRAINT
M J 45' BEND
So SUNG CHECK va
FOR SEWAGE SERVICI
C/V LJDS .114" NPT
BALL VALVE.
EXISTING
CMU STD. 2'x3'
CONCRETE VAULT SLEEVE W/UNK SE)
(TYP. FOR PENEM
EXISTING g" RESTRAINED
8" x 12" RESTRAINED ISOLATION PLUS
MJ REDUCER fr,FaR REDUCE[
EXISTING
8" RESTRAINED
MJ TEE
CONN
PIPIN
8 PL.W%v .f%L..vm
�- *mil
S"°°`E PRE
CAST VALVE V AULI
L47
�M�I�vi£�cREED
1
11 /0
GGG
I
- ISSUED FOR REVIEW
No.
Date
By
Revision
1
- MECKLENBURG
DEPARTMENT
.RING DIVISION
NORTH CAROLINA
GRIFFITH ST. PUMP STATION
bcales ��2� _ . h ODIFICATIONS
PLAN
PROFILE or. NA
�� NA WET WELL AND
MENNEN
VALVE VAULT PLAN
As Built Date Sheet
M &C GGG GGG GGG $
Turveyed By Designed By Drown By Project —Engr I Approved By D

24" SEWER FROM
CAST IN PLACE
DETENTION STRUCTURE
EXISTING WET WELL
PROPOSED CAST
PLACE TOP SLAB
v
3' -0~ I � EXISTING CAST IN PLACE
PUMP STA TION STRUCTURE EXISTING DRY PIT
- - - - - - - - - uip �// (CONVERTED To WET waa.>
3":V Z
opal` He
EXISTING $x18 "x6" CONCRETE PAD I 7' -10" X lO, -O"
CMU STD. 2'x3' I I PRECAST VALVE VAULT
\ CONCRETE VAULT
HINGED SIDE SINGLE— LEAF WATERTIGHT
ALUMINUM DOOR x
:wu n oo
PRECAST VALVE VAULT
4i NFI<IM & CTEED
\\``\\%%IIII11 /IIII,
.�� CAROB /
4i
Us S/ q ;
o � SEAL l
o
31483 8
cod` °° F/�/
o
F G. G P�
'I11111111 O
FOR REVIEW ONLY
DATE: NOVEMBER 2006 1
�- 6" DIAMETER PENETRATION
FOR ODOR CONTROL INTAKE
�- 6" DIAMETER PENETRATION
FOR ODOR CONTROL INTAKE

EXISTING
• 1 • 1 9- /\ • • •1 0% / \1 / 1a It TI f
6' ABC W/STABILIZAiION EXISTING wI
WEED BLOCK FABRIC TOPPED 8" PLUG VALVE WITH
MATH 2" M78 STONE FLANGED ENDS AND
2" SQUARE NUT.
EXISTING
8" SPOOL
12" DI. DI. �
FORCEMAIN DISCHARGE EL fNi ill ' of
EXISTING � EXISTING
8 RESTRAINED g" RESTRAINED
MJ PLUG TEE MJ PLUG VALVE
SLEEVE W/UNK SEALS J
(TYP. FOR PENETRATIONS)
CONCRETE BLOCK GROUT
FlLLED PIPE SUPPORT
UNDER 90' BEND AND TEE
EXISTING 8
TO BE PLL
EXISTING
18 x18 xfi
CONCRETE PAD
EXISTING
CMU WATER VALVE BOX
STD. DETAIL #2
CONNECT NEW
PIPING TO OQSIING
8" PLUG VALVE
1" BRONZE
CORPORATION
AND TAPPING
SADDLE
j 8" DI.
8" TEE
DI.
MANHOLE
STEPS
s" 900 BEND
MINIMUM 6m LEVEL
t
i 2
r:.
COMPACTED TON H
C TED S E
}
12 "X12 "X12" D
SUMP
PRECAST VALVE VAULT
EXISTING CAST IN PLACE WET WELL
MODIFICATIONS
tu (TYP)
7
eo' SEND
So Die
GROUT FLOOR SLOPE
1 /4' PER 1.00' TO DRAIN PIPE
CONCRETE J
SEAL (TYP.)
MASTIC JOINT
SEALER (TYP.)
EXPANSION ANCHOR
1/200 SS ROD
ss STRAP & ears
1' -10"
%0
SS UF71NG CHAIN
PER MANUFACTURERS -
RECOMMENDA11ONS FOR
PUMP SUPPLIED
2' -11"
EXISTING CAST IN PLACE
CONCRETE PUMP STATION
STRUCTURE
PROPOSED GROUT FILLET (TYP)
&2 2 4' PENErnAnoNS FROM
)STING CAST IN PLACE WET WELL
EXISTING CAST IN PLACE DRY PIT
MODIFICATIONS
(CONVERTED TO WET WELL)
v
44 NFI<RN4 & CIUMD 1 1/0 GGG
No. Date I By
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31483
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TABLE OF
ELEVATIONS
ELEVATION
DESCRIPTION
A
PRECAST VALVE VAULT DIMENSIONS
10' -0" x 7' -10"
8
PRECAST VALVE VAULT TOP EL.
765.00
C
PRECAST VALVE VAULT BOTTOM EL.
757.00
D
EXISTING CAST IN PLACE WET WELL DIMENSIONS
12' -0" x 11' -0"
E
EXISTING CAST IN PLACE WET WELL TOP EL.
765.45
F
GROUND EL.
765.00
G
INFLUENT INVERT IN EL
746.78
H
HIGH WATER ALARM
750.28
I
LAG PUMP RUN EL.
749.78
�
LEAD PUMP RUN EL.
749.28
K
PUMPS OFF EL,
748.78
L
LOW WATER ALARM EL,
748.28
M
F
EXISTING CAST IN PLACE WET WELL BOTTOM EL.
746.28
N
FORCE MAIN DISCHARGE EL,
I
760908
ISSUED FOR REVIEW
Revision
CHARLOTTE — MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
r359-05-42 b No. File No.
Scales
1 /2» = 1ILE N A
H or.
Vert. NA
lit Date
M &C GGG
Su rve ved By IDesianed B
GRIFFITH ST. PUMP STATION
MODIFICATIONS
GGG
Drawn B
WET WELL AND
VALVE VAULT ELEVATION
Sheet Of
GGG
10 1 $
Project —Engr Approved By Date

0
N
N
18" SEWER
mow
41' -0"
II
II
WASTEWATER DETENTION
4*-- 0" ACCESS MANHOLE
I�
J�
iii
CAST IN PLACE DETENT/ON STRUCTURE — ELEVA T /ON WET WELL
INVERT EL. 747.78
I
N
A
.. • 'Oftr
_WER INVERT
. %F ".,.STING CAST IN PLACE
WET WELL
INVERT EL. 747.78
1 1/061 GGG
No. Date By
ISSUED FOR REVIEW
Revision
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CHARLOTT
—M CKL NBURG
UTILITY
DEPARTMENT
ENGINEERING
DIVISION
CHARLOTTE,
NORTH CAROLINA
359 -OS -42
Job No. Fns No.
GRIFFITH ST. PUMP STATION
5`d°'
PLAN � /a. �.
MODIFICA TIONS
PROFILE
Hor. Vert, NA
WASTEWATER DETENTION
STRUCTURE PLANS AND ELEVATIONS
As Built Dote
I
I.
Sheet
1
Of
M &C
GGG
GGG
GG
11
11
Surveyed By
Designed By
Drawn By
Project—Engr
Approved By
Date
_

ice
1 I" N V.., -M...
PUMP L LL VA I I VN
4i: NlIC14UM & C ED
1 11 /G
No. Date
NOTES:
1. MECHANICAL do ELECTRICAL EQUIPMENT SHOWN IS REPRESENTATIVE OF THE GENERAL STATION
ARRANGEMENT AND MAY NOT BE DRAWN TO SCALE. NOT ALL EXISTING EQUIPMENT IS DEPICTED IN THIS
DEMOLITION PLAN. CONTRACTOR SHALL ATTEND PRE —BID SITE VISIT TO VIEW EXISTING EQUIPMENT.
2. ALL EXISTING MECHANICAL do ELECTRICAL EQUIPMENT SHALL BE REMOVED FROM THE PUMP STATION
BUILDING AND DISPOSED OF, OR SALVAGED AND DELIVERED TO A SPECIFIED LOCATION, AS DIRECTED BY
CHARLOTTE MECKLENBURG UTILITIES.
3. MECHANICAL do ELECTRICAL EQUIPMENT TO BE REMOVED SHALL INCLUDE PUMPS, SUCTION do
DISCHARGE PIPING, FITTINGS, SUPPORTS, MOUNTING HARDWARE, LADDERS, HANDRAILS, CHAINS, HOISTS,
GRATES, PLUMBING LINES AND FIXTURES, INSTRUMENTATION AND CONTROL PANELS AND ENCLOSURES,
SENSORS, LIGHT FIXTURES, ALARM HORN, WIRES, CABLES, CONDUITS, EXHAUST FAN, LOUVERS, DUCTING,
AND ALL RELATED ITEMS LOCATED INSIDE, OR AFFIXED T09 THE PUMP STATION BUILDING AND
STRUCTURE.
4. THE SHUTDOWN OF THE STATION AND REMOVAL OF MECHANICAL do ELECTRICAL EQUIPMENT SHALL BE
COORDINATED WITH CHARLOTTE MECKLENBURG UTILITIES.
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By Revision
CHARLOTTE -ME CKL N URG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
359 -05 -42
Job No. File No. GRIFFITH ST. PUMP STATION
S`ol°° MODIFICA TIONS
PLAN "/"
PROFILE «r• "A MECHANICAL AND ELECTRICAL
vwt• "A
EOUIPMENT DEMOLITION
PLANS AND ELEVATION
As Built Date
Sheet Of
M &C GGG GGG GGG 121 1 1
Surveved By Designed By Drawn By Project —Engr I Approved By I Date —.

NOTES
100 ------------------- - - - - -- GENERAL -------------------------------
1.1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF NORTH CAROLINA BUILDING
CODE (IBC).
INDEPENDENT TESTING OF CON STRUCTURAL STEEL. WELDING AND BOLTING SHALL BE PROVIDED AS
DEFINED IN PROJECT SPECIFICATIONS.
THE INFORMATION SHOWN ON THESE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER ANY
CONFLICT WITH SPECIFICATIONS.
1.2 DESIGN LOADS
LIVE LOADS
ELEVATED CONCRETE U.N.O.) - 100 PSF
STAIRS & LANDINGS - 100 PSF
ROOF LIVE - 20 PSF
SNOW GROUND pf = 10 PSF
WIND LOADING BASED DESIGNED PER ASCE 7 -
98
100 MPH WIND
INCHES
EXPOSURE C
SHEAR
STRUCTURAL CATEGORY II
3 3/4
IMPORTANCE FACTOR Iw m 1.15
SOO
PARTIALLY ENCLOSED BUILDING
41/4
WINDWARD MWFRS MAX
+ 28 PSF
LEEWARD MWFRS �M
- 22 PSF
TOTAL HORIZ MWFRS
+ 33 PSF
SIDE MWFRS
- 27 PSF
ROOF MWFRS
- 32
WALL COMPONENT
+- 30 PSF (ZONE S)
ROOF COMPONENT UPLIFT
+- 36 PSF (ZONE 2)
SEISMIC
GALViUdIZED
SHORT PERIOD SPECTRA RESPONSE
Ss = .4 (FIG 161 5(l))
ONE SECOND PERIOD REPOSNE
S1 = .15 (FIG 1615(2))
DESIGN SPECTRA SHORT PERIOD
Sds =.31 (EQ16 -18)
DESIGN SPECTRA 1 SECOND
SDI (EQ16-19)
SEISMIC USE GROUP
s20
I .?. i�E 1604.5)
SEISMIC DESIGN CATEGORY CATEGORY
= C (TABLE1818.3(2)
SOIL PROFILE SITE ClJ1SS
= D
BASIC STRUCTURAL SYSTEM
RONFORCED CONtXtETE TANK
RESPONSE MODIFICATION FACTOR
R = 2
SEISMIC RESPONSE COEF
Cs = .25
ANALYSIS PROCEDURE
= EQUIVALENT LATERAL FORCE
1.3 FOUNDATION DESIGN IS BASED ON REPORT DATED SEPTEMBER 279 2005 PREPARED
BY ENGINEERING CONSULTING SERVICES .LTD (ECS) - PROJECT NUMBER 08 -3444.
1.4 FOUNDATION SHALL BEAR ON COMPACTED FILL WITH AN ALLOWABLE BEARING CAPACITY OF 3000 PSF. STRUCTURAL FILL AND
EXISTING SUBGRADE SHALL BE COMPACTED AND COMPOSED OF MATERIAL AS DIRECTED BY THE PROJECT SPECIFICATIONS.
THE DpS'i1NG SUBGRADE IS MOISTURE SENSITIVE THEREFORE A 4 MrCFI 2000 PSI LEAN CONCRETE MUD SLAB SHALL INSTALLED
IMMEDIATELY AFTER THE GEOTECHMICAL ENGINEER HAS APPROVED THE PREPARATION OF THE SUB GRADE.
IF ROCK IS REMOVED IN PREPARATION FOR THE FOUNDATION INSTALLATION THEN THE A 12 INCH LAYER 2F ffm WASHED STONE
SHALL BE INSTALLED BETWEEN THE BOTTOM OF THE NEW CONCRETE FOUNDATION AND THE TOP OF THE ROgC SURFACE.
1.5 IN THE EVENT UNUSUAL SOIL CONDITIONS ARE FOUND. THE OWNERS REPRESENTATIVE SHALL BE N011FlED IMMEDIATELY.
1.6 THE CONTRACTOR SHALL OBTAIN THE OWNERS REPRESENTATIVE'S PORIASSION BEFORE ENCASING OR BAgCFlWNG AROUND ANY
EXISTING UNDERGROUND S1RUC'iURE. PIPING. ELECTRICAL. OR OTHER UNDERGROUND WORK.
1.7 CONTRACTOR SHALL DEWATER EXCAVATIONS AS NECESSARY PRIOR TO PLAgNG BAgCF1LL OR CONCRETE.
1.8 THESE STRUCTURAL DRAWINGS DEFINE SPECIFIC REQUIREMENTS TO MEET STRUCTURAL LAUDING CONa110NS. THE DRAWINGS ARE NOT
STAND ALONE AND MUST BE WORKED WITH THE CIVIL AND MECHANICAL ORAMANGS TO MEET APPLICABLE LIFE SAFETY AND
AND OTHER CODE REGl11RalEN15 SUCH AS HANDRAIL REQUIREMENTS do LOCATIONS. ETC.
1.9 ALL DIMENSIONS OF EXISTING STRUCTURES ARE BASED ON PROJECT DRAWINGS REFEROdCED ON INDIVIDUAL SHEETS. 1F�SE
DIMENSIONS MUST BE FlEI.D VERIFIED. DIMENSIONAL VARIATIONS GREATER THAN 6" MUST BE REPORTED TO THE ENGINEER OF
RECORD PRIOR TO FIIBRICA110N.
I A 0 ROCK ANCHORS SHALL DEVELOP AN ALLOWABLE LOAD CAPACITY OF 15,000 The
2.0 ----------------- - - - - -- STRUCTURAL STEEL ------ - - - - --
21 ALL DESIGN. DETiUUNG. F/18RICA710N AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN
INSTITUTE of s1m coHSntucnoN (AISC) MANUAL of s1m ooNSnRucnoN.
22 MATERIALS SHALL BE AS FOLLOWS:
STRUCTURAL SHAPES ASTM A36 (FY = 36KSI) HOT DIP GALV AFTER FAB.
TUBING ASTM A500, GRADE B (FY= 46 KSI)
STAINLESS SHAPES ASTM A276 TYPE 316
STAINLESS PLATE ASTM A240 TYPE 316
BOLTS 3/4 INCH DIA. ASTM A 325 N GALVANIZED ASTM A -153
WELDS 1/4 INCH MIN E70 SERIES ASTM A -233
GALVANIZING SHAPES ASTM A -123 20 OZ/5F
HARDWARE ASTM A -153 20 OZ/5F
23 ALL WELDING SHALL BE IN ACCORDANCE NTH THE LATEST EDI710N OF THE AMERICAN WELDING SOCIETY (AWS D1.1) STRUCTURAL
WELDING CODE. WELDING SHALL BE PERFORMED BY CER7IFlED PER90NNEL AND CONFORM TO THE AWS WELDING CODE.
2.4 SHOP CONNECTIONS SHALL BE EITHER WELDED OR BOLTED AND FIELD OONNEC710NS SHALL BE BOLTED UNLESS NOTED OTHERMASE.
25 FABRICATOR /CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR OMMER/lENgNEEt APPROVAL PRIOR TO FABRICATION. ALL SHOP
DRAWINGS WILL BE EXPEDITED IF THE FABRICATOR ADHERES CLOSELY TO THE DETAILS, NOlESr AND INS7RUC110NS, SHOWN ON THE
DRAWINGS.
2.6 ALL GALVANIZED MATERIALS THAT ARE FlELD CUT. FlELD WELDED OR DAMAGED IN SURFACE FINISH SHALL BE CLEANED AND RE-
COATED WITH ZRC GAL.VAUTE DNC COATING SY5TEb11 IN ACCORDANCE WITH ZRC PROCEDURES. (800) 831 -3275. USE OF 01HER
SYSTEMS MAY USED IF APPROVED BY OWNER.
28 EMBEDDED INSERTS SHALL BE PREFORMED CHANNELS 1 5/8' MADE X 1 318' DEEP WITH 1 1/2" LONG 'L' SHAPED TABS AT 4"
CEWTERS. THE INSERTS ARE TO BE FABRICATED FROM 12 GAGE SHEET METAL CONFORMING TO ASTM A570 GR 33. THE INSERTS AND
ALL CONNEC710NS ARE 1'O BE HOT DIP GALVANIZED. THE INSER75 CAN BE USED WITH SPRINGNUTS AND THREADED RODS TO SUPPORT
UTILITY PIPING AND CONDUIT, MAXIMUM LOADS OF 500 POUNDS PER SUPPORT SPACED AT 5 FOOT CEM'TERS.
3.1 CONCRETE CONSTRUCTION SHALL BE PER GUIDELINES OF THE LATEST EDITIONS OF ACI 301, ACI 304, ACI 308, ACI 318, AND ACI
350-R.
3.2 CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE SimmGIM OF 4000 PSI WITH A DENSITY OF 145 PCF.
WATER RETAINING CON - THE CONCRETE MIX DESIGN SHALL BE PER ACI 350-R WITH THE FOLLOWING TIES:
WATER CEMENT RATIO .4 TO .45
SLUMP 2 TO 4 INCHES
COARSE AGGREGATE WELL GRADED FROM #4 SIEVE TO 1 INCH
CEMENT CONTENT 5 1/2 TO 6 BAGS PER YARD
AIR CONTENT 5 TO 7 PERCENT
SLAB ON GRADE -
WATER CEMENT RA110 .43 70 .47
SLUMP 3 INCHES FROM TRUCK - 6 INCHES AFTER HIGH RANGE WATER REDUCING ADMIX
COARSE AGGREGATE MAX 1 1/2 INCH WITH 50-50 RATIO OF 1 1/2 INCH AND 3/8 INCHME
CEMENT CONTENT 6 BAGS PER YARD ( 560 LB/YD) NO FLY ASH
AIR CONTENT 1 TO 4 PERCENT
OTHER CONCRETE - PER ACI 301
3.3 REINFORCING SHALL CONFORM TO THE FOLLOWING:
DEFORMED BARS ASTM A615, GR609 INCLUDING TIES AND STIRRUPS
WELDED WIRE FABRIC ASTM A185 ( 6 X 6 X W2.9 X W2.9 UNO ON DRAWINGS)
3.4 MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE:
A. CAST AGAINST AND PERMANENTLY TO EARTH. - 3 No
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER. - 2 No
C. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER:
1. WALLS, SLABS, JOISTS - .75 IN.
2. BEAMS, GI AND COLUMNS
T70 TIES OR STIRRUPS - 1.5 IN.
D. NON - FORMED SURFACES EXPOSED T�0 THER: - 2 IN.
3.5 LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS
NOTED OTHERWISE. fc = 4000 PSI PSI, Fy = 60,000 PSI.
BAR SPLICE TOP
SIZE (INCHES) (INCHES)
#4 16 21
#5 24 32
#8 34 45
50 64
62 80
#9 76 99
3.6 ALL CONSTRUCTION JOINTS SHOWN ON DRAWINGS SHALL BE INCORPORATED INTO THE STRUCTURE, UNLESS THEIR ELIMINATION IS
APPROVED BY THE OWNER/lENGINEEZ. ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION SHALL BE LOCATED
AT POINTS OF MINIMUM SHEAR AND SHALL BE DETAILED ON SHOP DRAWINGS. RONF T SHALL PASS CONTINUOUSLY THROUGH
THE JOINT.
3.7 UPN.ESS 07HERIMSE SHOWN PROVIDE 314" CHAMFERS AT ALL 8EAw1, WALL, SLAB THAT ARE EXPOSED TO NEW IN THE FINISHED
pq
STRUCTURE.
3.8 PRIOR TO PLACING CONCRETE THE CONTRACTOR SHALL REFER TO PIPING, gVll. MECHANICAL AND ELECTRICAL DRAWINGS
TO DETERMINE THE LOCATION OF BIApC0U15. OPENINGS & EMBEDDED IlEwIS.T
399 MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS SHALL BE REFERRED TO FOR OR/UNS, SLEEVES, OUTLET BOXESr CONDUIT,
ANCHORS. ETC. THE VARIOUS TRADES ARE RESPONSIBLE FOR PLACING THOR ITEMS.
3.10 REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF HOUSEKEEPMIG PADS, STAIR LANDINGS. MCCPADSr AND PUMP BASES FOR
MECHANICAL EQUIPMENT. PADS SHALL BE CONSTRUCTED AS OUTLINED ON SHEET NUMBER S103.
3.11 PROVIDE #5 DIAGONAL BARS 690" LONG AT THE CORNERS OF ALL OPENINGS, RE- ENTRANT CORNERS, AND COLUMNS AS FOLLOWS:
A - TM #6 IN EACH FACE OF WALLS
8 - TWO #i IN EACH FACE OF SLABS
C - TWO #5 AT EACH SIDE OF COUJMNS
THE BARS ARE TO BE CENTERED ON THE CORNER OF THE OPENING.
3.12 GROUT SWILL BE NON- SHRINK GROUT AND OBTAIN A COMPRESSIVE STRENGTH OF 7000 PSI AFTER 28 DAYS. GROUT SWILL BE
PLACED AND CURED PER MANUFACTURERS RECOMMENDATIONS.
3.13 UNLESS NOTED OTHERWISE DOWELS SHALL BE THE SAME NUMBER AND SIZE AS THE LARGEST VERTICAL BAR 70 WHICH THEY ARE
SPLICED.
3.14 UNLESS NOTED OTHERMASE .ALL SPLI CES. HOOKS, BENDS AND OTHER DETAILING SHALL BE ACCOMPLISHED AS RECOMMENDED IN THE
"MANUAL OF STANDARD PRAC?ICE FOR DETAILING RONF ORCED CONCRETE STRUCTURES" ACI 315 AND ACI 318,E LATEST EDITION,
3.15 ADHESIVE ANCHORS BOLTS ARE TO BE 304 STiUNLESS STEEL WENCH USE SELF CONTAINED AGGREGATE, RESIN. AND HARDENER
CARTRIDGES WHICH DEVELOP THE FOLLOWING MINIMUM VALUES:
ANCHOR DIAMETER EMBEDMENT
ALLOW LOAD (POUNDS)
INCHES
INCHES
TENSION
SHEAR
1/4
3 3/4
550
SOO
1/2
41/4
2130
2200
5/8
4
2930
3330
3/4
43/4
3870
4800
1
6
7200
7470
EMBEDDED ANCHOR BOLTS ARE TO BE A36
GALViUdIZED
MATERIAL WITH HEAVY HEX NUT TACK WELDED TO THE EMBEDDED THREADS.
THE MINIMUM
EMBEDMENT (TOP OF CONCRETE TO THE TOP OF THE TACK WELDED NUT) SHALL BE AS FOLLOWS:
3�4'DIA - 1'- 1"
1 DIA - 1'- 6'
1 1/4' DIA - 1' -10"
3.16 WATERSTOPS SHALL BE EITHER PREFORwIED
OR EXPANSIVE AS FglOWS:
PREFORMED WA?1ERS10PS SHALL BE 6 INCH LONG 318" THICK RIBBED TWO BULB PVC. (UNLESS NOTED OTHERWISE)
EXPANSIVE WA7ERSTOPS SHALL BE IIDEKA ULTRA SEAL TYPE MC- 2010b1. THE WAlERSTOP CAN BE EITHER ADHERED TO THE
CONCRETE WITH 31M-2141 BONDING ADHESIVE OR NAILED IN PLACE USING 1.5 INCH OONutE?E NAILS 3 TO 6 INCHES APART.
3.17 CONCRETE SHALL BE WET CURED. MAINTAIN 1009 COVERAGE OF WATER OVER CONCRETE SURFACE FOR A PERIOD OF 4 DAYS.
MEMBRANE CURING MAY BE USED IN -LIEU OF WATER LNG. (FED SPEC TT-C -800 TYPE I. CLASS 1 - COVERAGE 300 SF PER
GALLON).
3.18 FINISHES SHALL BE AS FOLLOWS:
WALLS -HOLES AND OTHER VOIDS SHALL BE FlLLED WITH GROUT AND TWO COATS OF A SURFACE SEALER /COATING SY5TEw1 APPLIED.
THE COATING SYSTEM FOR WATER RETAINING CONCRETE SHALL BE 20 TO 30 MIL EXOPY BASED 1009 SOLIDS CHEMICALLY RESISTANT
TO ORGANICS ACIDS
SLAB- SC-EDED TO PROPER ELEVATION WITH INITIAL FLOATING AS SOON AS MIORKABLE. SECOND FLOATING AT TIME OF INITIAL
SET, THEN BROOM FlNISH, TWO COATS OF A SURFACE SEALER /COATING SYSTEM SHALL BE APPLIED. THE COATING SYSTEM FOR
WATER RETAINING CONCRETE SHALL BE 20 TO 30 MIL IXOPY BASED 100% SOLIDS CHEMICALLY RESISTANT TO ORGANICS ACIDS.
THE FUTNESS OF THE SLAB SURFACE SHALL BE SUCH THAT THE GAP BETMIEEN A 10 FOOT LONG STRAIGHT EDGE AND THE CONCRETE
SURFACE IS LESS THAN 1/4 INCH. THE SURFACE SHALL ALSO MEET ASTM E1155 FLATNESS VALUES OVERALL Ft=38 Ft =25 AND LOCAL
Ff�Za Ft=17. OUTDOOR SLABS SHALL BE SLOPED TO DRAIN A MINIMUM OF 1/8 INCH PER FOOT.
OWNER REPRESENTATIVE'S APPROVAL IS REQUIRED BEFORE ANY SURFACE FILLING OR REPAIRS ARE TO DONE
3.19 BONDING AGENT TO BE STRUCTURAL EPDXY ADHESIVE CONFORMING TO ASTM 0-881. TYPE 1 AND II, GRADE 2. CLASS B AND C WITH
A MINIMUM BOND STRENGTH OF 1900 PSI.
3.20 NON - FORMED CONSTRUCTION JOINTS SHALL BE PREPARED AS FOLLOWS: WITHIN 6 HOURS OF POUR, USE HIGH PRESSURE WATER JET TO
EXPOSE AGGREGATE ( 1 4" TO 1/27 DEEP). KEEP JOINT WET AND COVERED. PRIOR 70 NEXT POUR FLUSH JOINT NTH 1: 2
PORTLAND CEMENT MOR AR. NO KEYWAY REQUIRED.
3.21 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR APPROVAL TO OWNERS REPRESENTA71VE PRIOR TO FABRICATION. DO NOT
FABRICATE REINFORCING PRIOR 70 RECEIPT OF APPROVED SHOP DRAWINGS.
3.22 PREMOLDED EXPANSION JOINT'S SHALL BE I12" MINIMUM OF NON - EXTRUDING, RESILIENT, NON - BITUMINOUS MATERIAL.
4.0 ---------------- - - - - -- STRUCTURAL MASONRY
491 ALL MASONRY UNITS ARE NORMAL WEIGHT HOLLOW LOAD LNG UNITS CONFORMING TO ASTM C 90 GRADE N -II AND HAVING A
MINIMUM COMPRESSIVE OF:
800 PSI - AVERAGE GROSS AREA
2000 PSI - NET AREA
4.2 OOwIPR VE STRENGTH OF MORTAR SHALL BE 1800 PSI AT 28 DAYS (TYPE M) AND CONFORM TO ASTM C 270.
4.3 THE CELLS OF REINFOR MASONRY WALLS SHALL BE Fl LLED WITH PEA GRAVEL AGGREGRAlE CONCRETE HAVING A COMPRESSIVE STRENGTH
OF 3000 PSI MIXED IN ACCORDANCE WITH ACI 318. THE CONCRETE SHALL BE VIBRATED TO ENSURE THAT CELLS ARE COMPLETELY Fl LLED. THE
REINFORCING IN THE WALLS SHALL BE ASTM 615 GRADE 60. LINO ALL WALLS SHALL BE REINFORCED AS FOLLOWS:
- WALLS �5 KEBABS AT 48 INCHES.
- OPENINGS (2) CELLS ON EACH SIDE OF THE OPENING SHALL BE. REINFORCED WITH (2) #6 BARS PER CELL
- CORNERS - CORNER CELL AND THE ADJACENT CF1L EACH SIDE OF THE CORNER
SHALL BE REINFORCED WITH f5o
494 JOINT WIRE REINFORCEMENT SHALL BE NO 9 GAGE (MINIMUM SIZE. BE CORROSION RESISTANT AND CONFORM TO ASTM A 82.
495 VERTICAL EXPANSION JOINTS ARE TO LOCATED AT A MAXIMUM SPACING OF 20 FT UNLESS NOTED O7HERIMSE, SEE M 03.
4.6 MASONRY ANCHORS SHALL BE AS FOLLOWS:
CONCRETE FlLLED CELLS - HILT1 BOLT TYPE HIT- HY -150
NON -Fl - HILTI HY -20 HIT -A SLEEVE W/ ADFIESIVE),
WHICH DEVELOP THE FOLLOWING MINIMUM IIUJES:
ANCHOR DIAMETER EMBEDMENT mow LOAD (PouNOS)
INCHES INCHES TENSION SHEAR
3/8 Y 500 780
1/2 Y 500 1200
3/4 6" 2100 1800 •HAS-E RODS
4.6 UNLESS NOTED OTHERWISE LINTELS SHALL BE FORMED USING 16 INCH MASONRY LINTEL BLOgCS. 1FIE LINTELS SHALL BE Fl LLED WITH 3000 PSI
PEA GRAVEL CONCRElE AND SHALL BE REINFORCED WITH (4) #6 KEBABS (2) TOP AND (2) BOTTT01�1. THE ENDS OF THE RONFORING BARS SHALL
HAVE A STANDARD HOOK. THE LINTELS SHALL BEAR . A MINIMUM OF 8 INCHES ON EACH SUPPORT WALLIHE WALLS SHALL BE FlLLED WITH 3000
PSI PEA GRAVEL CONCRETE FOR INTO CELLS EACH SIDE OF THE OPENING AND SHALL HAVE A #5 CONTINUOUS REBAR WHICH IS ANCHORED IN THE
FOUNDATION AND ANCHORED INTO THE BOND BEAM AT THE TOP OF THE WALL.
590 ---------------- - - - - -- ALUMINUM ------------------- - - - - --
5.1 ALUMINUM FABRICATION SHALL BE IN CONFORMANCE WITH THE ALUMINUM ASSOCIATION, INC. "SPECIFICATIONS FOR ALUMINUM
STRUCTURES"
s.z MATERIALS SHALL BE As Fa.Lows (UN N070 OTHERWISE):
ALUMINUM
PLATE AND SHEET ASTM 8209 6061 -TB 716510 ALLOY
EXTRUDED SHAPES ASTM 8221 6061 -T8 T5510 ALLOY
CASTING ASTM 8108 214 ALLOY
BOLTING
ETHER
BOLTS - ASTM A193 GRADE B8
NUTS - ASTM A194 GRADE 8M
OR
BOLTS - ASTM 276 TYPE 316 STAINLESS STEEL
NUTS - ASTM 276 TYPE 316 STAINLESS STEEL
5.3 ALUMINUM SHALL BE SEPARATED FROM DIRECT CONTACT WITH OTHER MATERIALS (STEEL. CONCRETE. ETC) BY PRESSURE SENSITIVE
TAPE. 07UMAS1IC OOA7ING, OR OTHER PROTECTIVE METHOD.
5.4 CONNECTIONS SHALL BE HAVE A MINIMUM OF TWO 314" DIAMETER BOLTS.
5.5 HANDRAILS SHALL BE 1 I12" DIAMETER SCHEDULE 80 PIPE MADE OF ALUMINUM 6063 -78 PRE - ENGINEERED PREFABRICATED
RUES. THE MOUNTING AND ASSEMBLY OF THE HANDRAILS SHALL UTILIZE THE STANDARD PRE - ENGINEERED FITTINGS WHICH
ARE DESIGNED M RESIST A 200 POUND LOAD AT ANY POINT AND ACTING IN ANY DIRECTION OR A 50 POUND LINEAR LOAD APPLIED
ALONG THE RAILS ACTING IN ANY DIRECTION OR AS INDICATED ON THE DRAWINGS. HANDRAILS ARE TO BE PROVIDED WITH TOE
PLATES PER OSHA REGULATIONS.
600 ----------------- - - - - -- FIBERS ---------------- - - - - --
6.1 FIBERGLASS ITEMS SHALL BE AS FOLLOWS:
GRATING - PULTRUDED TE MPFR POLYESTER WITH GRIT SURFACE.
MODIFIED I BARS - DEPTH = 1.5'
THICKNESS = 0.312"
SPACING = 1.187
PANELS = 3 FT WIDE
FAS11ENERS - TYPE M STAINLESS STEEL (4) PER PANEL
Ile HILTI ADHESIVE CONCRETE ANCHOR THROUGH EDGE AN
CONCRETE AN - CONTINUOUS ALONG PERIMETER OF GRATING
PULTRUDED FIBERGI ASS REINFORCED CONCRETE EMBEDMENT AN
*or PROFILE .25 INCHES THICK FOR 1 1/2! GRATING. ( A =1.5 ")
REFERENCE MCNICHOLS CO. 800 -237-3820
v���cr�D
1 1 /06 GGG
lo. Date By
ISSUED FOR REVIEW

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