HomeMy WebLinkAbout3989-21GENERAL SEWER NOTES:
I ALL MORK Sl-JALL BE IN ACCORDANCE IT THE PLANS, THE C/ , OF FONTANA
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STANDARD PLANS, THE CONTRACT PROVISIONS AND TRE STANDARD SPECIFICATIONS
FOR PUBLIC kfORKS CONSrRUCTION ("GREEN BOOK') ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDIFION
UNLESS OTHERWISE NOTED.
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EWST IN THE CONTRACT DOCUMENTS THAT
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE IGREEN
BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
ENGINEER FOP, RESOLUTION.
J ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE-
LOPMENT DEPARTMENT, ENGINEEERING DIVISION PRIOR TO PHE START OF ANY WORK INSPECTION
COORDINATION ShALL BE REQUESTED AT LEAST T -WO VIORKING DAYS PRIOR TO THE START OF
ANY MORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTTOLS� LATEST
NON-IdErRIC EDITION UNLESS OTIVERVIISE DIREC70 BY THE CITY TRAFFIC ENGINEER
6 IT SHALL BE THE RESPONSIBIL17Y OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7 7NE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH F-ROAlf THE CALIFORNIA STATE DIVISION
OF INDUSTRIAL SAFETY
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
SHALL BE GUARDED BY SHORING, SLOPHVG OF THE GROUND OR OTHER APPROVED MEANS
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL EXISTS FOR GROUND MOVEMENT
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN PHE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR PhAT PURPOSE.
10 THE LOCATIONS OF UTILITIES SHOWN HAVE SEEN DETERMINED FROM AVAILABLE
ffilFORIVATION HOWEVER, IT SHALL BE THE RESPONSIBILITY OF rHE CONTRACTOR
TO DE7ERMINE, IN THE FIELD, THE 'TRUE LOCATION AND ELEVATION OF ANY ElISTING
UTILITIES� AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THEREI-0.
THE CONTRACTOR ShIALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCAVATION
11 THE CONTRACTOR SHIALL COORDINATE CONSTRUCTION W17H ALL UTILITY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GA'tz TELEPHONE, ELECTRIC, CABLE TELEWSION,
LANDSCAPING, LANDSCAPE IRRIGATrOW'DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORY DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY COMPANIES SHALL BE
GIVEAl TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES
-S VIMHOUT
12 THE CONrRACTOR SHALL NOT OPERATE ANY PIRE HYDRANT OR WATEI? MAIN VALVE
APPROPRIATE AGENCY AUTHOR12ATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REOUIREMENTS,
IJ STATIONNIG REFERS' TO THE CENTERLINE OF SEWER, EXCEPT WHERE OTHERWISE NOTED
14 ADEQlATE CONSTRUCTION CONTROL SLAKES SHALL BE SET BY THE ENGINEER To ENABLE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRAf'TOR SHALL
BE RESPONSIBLF FOR PHE PRESERVATION OF BENCHMARKS AND CONSZTRUCTION CONTTOL
STAKING DURING CONSTRUCTION
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT
TIES OR BENCH MARKS W17HOUT PRIOR NOTIFICATION TO THE CITY EAICIIEER
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, iWONLIMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERL-D
CIVIL ENGINEER OR ' - ICENSED LAND SURVEYOR SURVEY MONUMENTS rr-"AT WILL BE
L
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED THE CONTRACTOR
SHALL A107IFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL
TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TULES IN THE CONSTRUCTION
AREA FOR RESIDENTS AND EMERGENCY I/EHICGLES.
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFE-CMIE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 THE CONTWTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RICHT-OF-WAY
DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL,
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKT ILL COMPACTION. FAILURE
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION
OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS UPON INSPECTION OF THE SITE 7HE CITY ENGINEER MAY REQUIRE
TEMPORARY AIOAI-EROD64BLE SWALES ENTERING OR LEAVING lly,PROVEMENTS.
2J ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /Al GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE
24 IF SEWER CONSTRUCTION IS TO BE DONE /At PHASES, THE CONTPACTOR SHALL PROVIDE
A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE
DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOP, TERMINAL CLEViOUT
251 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE (VC.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM, TO THE PROVISIONS
OF THE ASTM DESIGAIATION C700 FOR VC.P..
26 NO OPLEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGINEER.
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANIVOLE
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND
VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS
TO EXISTING F40LITIE-S DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS
SHOWN ON THE PLANS
S
29 ALL 4� HOUSE LATERALS SHALL BE INSTALLED AT A 21-. MINIMUY GRADE UNLESS' OTHERWISE
APPROVED BY THE CITY ENGINEER,
"0 T TERALS J FE INSIDE THE LOT W,'7H A PLU 2
J ERMINATE ALL 4' HOUSE SEWER LA ET 6 1
BELOW THE GROUND 53URFACE WHEN PUBLIC UTILITY LASEMENTS EXIST NEXT TO THE
STREET RIGHT-OF-WAY, THE LATEPAL SHALL TERMINATE J FEET INSIDE THE LOT AS
ME4SL)RED FROM THE UTILITY EASEMENT
31 THE SEWER CONTRACTOR SHALL STAMP AN �S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
-TOF 'OF CURB
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AMENCAN PU" WORU ASSOMTM — SOUTHERN CAUFORMA CHAPTER
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XWl ZWMAM HOUSE CONNECTION SEWER 222-0
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32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
IMPROrr-MENT-5, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED
AGENCIES IMMEDIATELY
JJ NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL RAIE BEEN
PLjICED'
INSPECTED A ND APPROVED.
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVEir PRIOR
TO FAVING OF STREE7S.
J5 APPROVED SOIL STERILANT IS REQUIRED UNDER ALI NEW ASPHALT PAVEMENT
J6 ALL MANHOLES, CGLE4NOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
TO FINISHED GRADE BY TqE PAVING CONTRACTOR UPON COMPLETION OF PAVING
37 UPON COMPLERON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND, OTHER TRAFFIC CON7-ffOL DEVICES TO THE SATISFACT10h,
OF THE CITY TR4FFIC ENGINEER,.
58 AS
-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE 0461)'VEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAIWINGS TO THE CITY ENGINEER
WATER Gil -:--NERAL NOTES -
I ALL WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FONTANA WATER DfSTRICT*S STANDARD
SPECIFICATIONS AND THE LAI -EST EDITION OF THE STANDARD SPECIFICATIONS FOR PU13UC WORKS CONSTRUCTION.
2 THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE FONTANA WATER DISTRICT COPIES OF THE LATEST
STANDARD SPECIFICATIONS PRIOR TO START OF CONSTRUCTION.
7
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL
BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISll-ING FACILITIES RESULTING DIRECTLY OR INDIRECTLY, FROM
THEIR OPERATIONS. WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS.
4 ALL 2 -INCH AND 3 -INCH WATER LINES SHALL BE SHC 40 Pl,/C; ALL 6 -INCH THROUGH 10 -INCH WATIERLINES SHALL BE
SCH 150 PVC,
5 THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS PROPOSED SYSTEM IS 69 P.S.I. AND 75 P.S.I.,
RESPECTIVELY.
AS
6 ALL WATER METER SIZES SHALL BE KlK2-(DOMESTICl AND -1" LANDSCAPE-,
7 ALL WATER LINES SHALL BE INSTALLED NTH 30 INCHES MINIMUM COVER.
8 ALL FIRE HYDRANT LOCATIONS SHALL CONFORM -10 THE STANDARD SPECIFICATIONS OF THE SAN BERNARDINO COUNTY
FIRE AGENCY.
a THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ALL EXISTING WATER MAINS AT POINTS OF
CONNECTION PRIOR TO ANY CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF WATER LINE DEPTIH DURING
CONSTRUCTION SHALL BE REPORTED TO THE FONTANA WATER DISTRICT FOR REMEW AND APPROVAL PRIOR TO
CONTINUANCE OF CONSTRUCTION.
T
,HE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE.
THE CON"17RACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM THE APPROPRIATE LOCAL AGENCIES
PRIOR TO ANY CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY, OR EASEMENT.
12 ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR PUBLIC DOMESTIC USE, OTHER THAN FOR
RESIDENTIAL, SHALL HAVE INSTALLED AND APPROVED REDUCED PRESSURE PRINCIPAL BACK FLOW ASSEMBLY AS THE
MINIMUM BACK FLOW PROTECTIC-1N REQUIREMENT.
13 THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRICT FURNISHED METER BOXES.
14 PRESSURE REGULATING VALVES ARE REQUIRED FOR E'ACH SERVICIE VMERE THE WATER SYSTEM PRESSURE EXCEEDS 80
P.S.I. (SEE NOTE #5)
15 THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF
CALIFORNIA ENVIRONMENTAL HEATIAI CODE. TITLE 22 SECTION 64630-C.
16 SAND BEDDING AND SAND BACK FILL IN THE PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIALS ARE CONSIDERED
SUITABLE AS SUCH BY THE DISTRICT ENGINEER.
7 TRENCH RESTORAT10N AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF
THE APPROPRIATED LOCAL AGENCY.
18 THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS 1-0 GRADE AFTER FINAL PAVING IS COMPLETED.
19 PRIOR TO ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINES, OR ANY CONNECTIONS TO EXISTING SYSTEMS,
HYDROSTATIC TESTING AND DISINFECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF
THE FONTANA WATER DISTRICT.
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IHE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE ALERT (1-800-227-2600) AT LEAST TWO
WORKING DAY -S (48 HOURS) PRIOR TO START OF CONSTRUCTION.
21 FOR WATER SY'STEM, INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE CITY OF FONTANA, TWO
WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE.
22 THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF -AS BUILT" DRAWINGS TO THE CITY OF FONTANA PRIOR
TO FINAL ACCEPTANCE OF ANY SYSTEM.
2 1-3 APPROVAL OF THESE PLANS BY THE CITY OF FONTANA DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR
EXISTENCE OF ANY UNDERGROUND FACILITIES, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS.
SPECIA L NO TES:
1. ALL TRACER WIRES OR TAPES TO BE USED FOR WATER LINES SHALL BE GAGE 14 AND APPROVED BY SBC FIRE DEPT
2 THE FIRE SERVICE MAINS f All, OF THE BACKFLOWV SHALL HAVE A HYDROSTATIC PRESSURE TEST (200 PSI FOR 2 HOURS"' AND
,'�OWNSTRE
BE FLUSHED IN ACCORDANCE WITH NFPA. 24 REQUIREMEN',
J THE FIRE HYDRANTS F)R THIS PROJECT SHALL BE A MINIMUM, OF 6-Y4 Y2-112 X2-112.
4� PHE FIRE MAINS AND APPURTENANCES SHALL BE INSTALLED IN COMPLIANCE WITH, SAN BERNARDINO COUNTY FIRE DEPARTMENT STANDARDS
90J, 1 AND 200J. 1. 1 AND NFPA 24 REQUIREMENTS.
5. ALL BUILDINGS ARE REQUIRED TO INSTALL PRESSURE REGULATING VALVE.
EXCEPT AS OTHEPWISE INDICATED ON THE PROJECT PLANS, ALL HOUSE CONNECTION SEWERS
SHALL BE TYPE 'A' AND SHALL BE CONSTRUCTLO ON STRAIGHT LINES AND GRADES BETWEEN
CONTROL POINTS AND ELEVATIONS.
DIMENSIONS:
A, Y = 6'
B, LENGTHS "K AND 'B'— SEE PPOJECT PLANS
C. HEIGHT 'H" — SEE PROJECT PLANS
D. ELEVATtONS 'E" AND 'F" — SEE PROUP-C -1 PLANS
ALL HOUSE CONNECTION SEAREP PIPE SHAI LL OFE 6 INCH UNLESS OTHERWISE INDICATED AND MAY
BE ANY OF THE FOLLOWING:
A, VC PIPE
B. PE PIPE
C, ASSSOLID WALL PIPE
t), ASS COMPOSITE PPE
F. PVC PLASTIC PiPE
PPOVIDEED THAT CHANGES FAW ONEE TYPE OF MATERIAL OR SIZE TO MOTHER SHALL BE MADE
ONLY SY MEANS OF SUITABLE ADAPTERS APPROVED BY THE ENGINEER.
4, THE UPPER END OF THE HOUSE CONNECTION SHALL BE SEALED BY INSTALLING A CAP AND SEAL-
ING THE CAP WITH l' THACK TYPE -r MORTAR AROOND THE OMCUMFERENCE OF rf-iE icAR
5� EXCEPT AS CONTRO! LED BY ELEVATIONS INDICATED ON THE PROjECT PLAINS, THE MINIMUM
SLOPE FOR ALL PIPES SMALL BE 2 PERCENT (S-0.02 MINIMUM)
THE 1:1GURE IN A CIRCLE ON THE PROjr=CT PLANS ADJACENT TO A HOUSE CONNECTION SEWER
STATION INDICAT E TH X� G CDC
S THS DEPTH IN FEET BELOW E E I-STIN TOP I CURB TO WHICH THE
INVERT OF THE UPPER END OF THE 14OUSE CONNECTION SEWER SHALL 8E CONSTRUCTED, IF NO
DEPTH IS INDICATED THE INVEPT OF THE UPPEA END SHALL BE THE ELEVATION SHOWN ON THE
PROFILE, WHERE NEITHER DEPTH NOR ELEVATION IS INDICATED, THE NVERT SMALL BE SIX FEET
BELM THE TOP OF THE EXISTtNG CUR&
7� BRANCHES SHALL BE EITHER TEES OR WYES AND SHALL BE ROTATED UPWARD FROM TWE 1' 0131-
ZONTAL TO AN ANGLE OF 22-1 ' 12 DEGREES TO 45 DEGREES WHEN TEFFS ARE USED. SENDS ARE NOT
REOUIRED BUT MAY BE USED AT THE OPTION OF T HE CONTRACTOR W14EN THE BRANCH AM -
TION DOES NOT CONFORM TO THE SLOPE OF THE 14OLISE CONNECTION SEWER PULLEV JOINTS
MAY BE USED FOR ADJUSTMENT.
THE MAXIMUM DEFLECTION AT EACH JOINT FOR 4 INCH ANO 6 Mti VITATIED CLAY PIPE HOUSE
CONNECTION SEWERS SMALL BE 4 DEGREES, WFICH 1S EQUAL TO A PULL OP 9,16 INCH FOR A
6 INCH PIPE AND 3,8 INCH FOR A 4 INCH PIPE, iPL-LL IS DEFINED AS THE SEPAP-Al-ION OF'rtiE Asu-1 -
TING PtPE ENDS -ON -1 HE CONVEX SIDE OF THi CURVE MEASURED AT THE OUTSIDE PIPE SAPRELI,
9. CONNECTION OF A BUILDING SEWER SMALI-Eq THAN 6 INCHES -10 A 6 INCH HUJSE CONNECTION
SEWER SHALL BE MADE USING AN APPPOVED INCREASER — TEEM OR PN JACREASER FOLLOWEC
BY A TEE
M ALL HOUSE CONNECTfON SEWERS OR POFMONS THEREOF CONSTRUCTED ON A SLOPE EXCEED-
ING 45� SHALL BE ANCHORED PER STANDARD PLAN 221 �
It HOUSE CONNECTION SEWERS CONSTRUCTED PURSUANT TO A HOUSE CONNECTION PERMIT
SHALL CONFORM TO Aj-L APPLICABLE STATUTES AND ORDINANCES,
ANIMCAN PU" WORKS ASSOC[A'1110H — SWTMAN CWVN
HOUSE CONNECTION SEWER
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERIAL (1- MAX. SIZE).
3/4:1 SLOPE OR GREATER
OR ADEQUATE SHORING
90% COMPACTED
NATIVE BACKFILL
3" MAX. SIZE
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SEWER OR WATER MAIN
6" MIN.
8 MAX. I III
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GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIRE
10' OR GREATER IN DEPTH USE
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A PUBUC SERVICE BY
A
ITEM
QUANTITIES
A
1AISIALL 8" V("P.
844 LF
-9
— -
- - - -
INSTALL 0 P. V C. -SEWER
612 LIF
I/VS TA L L 4 P. I/ C� SEWER
377 'F
L
----------
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CONSTRUCT STAIZDARD PRECAST MANIN0LE PER C/TY OF FOP�TAIVA
5 EA -
INDEX MAP
STD. DETAIL 112
SCALE: l'- 150"
CONSTRUCT CLEANOUT TO GRA -DE PEP C-ITY OF FONTAIVA -STD.
20 EA
IN FEET
DETAILS 125,12,5A &125B
,.,SCALE
0 2"
319
4"
J6
COINISTRUCT 6" LATERAL PER APWA STD. PLAN 202-0,
5 EA.
07
TYPE"B"
INSTALL� 750 GAL GREASE INTERCEPTOR, TO BE APPROVED BY
1 EA
CITY BLDG. OFFICIAL
WA TLER
INDEX OF DRA WINGS.&
ITEM
QUANTITIES
DESCR IP TION
SHEL-T
OF
01
INSTALL 8" PVC GLASS 150
680 L. F
GENERAL NOTES AND TITLE SHEET
1
4
(;�
\-�i/
INSTALL 6" PVC CLASS l,50
865 L. F.
MAIN PARK AND AQUATIC PLAN ShIEET
2
4
INSTALL 3" PVC - St(',H 40
1�040 L.F.
SKATE PARK WATER PLAN SHEET
3
4
INSTALL 2 " PVC - SCH 40
8815 L. F
PRIVATE SEWER PLAN SHEET
4
4
05
INS TA L L GA TE VA L VE (SA tvf-F A S L INE SIZE)
4 EA.
INSTALL 8" ELBOW AS INDICA TED
5 EA.
PROP. NEW WA TER SERV*9s. DEMAND
APROX.
STREE7- STA.
LOCA TION
e --ll
U7
INSTALL 8" X 8" X 8" TEE
2 EA.
A
REST ROOM BUILDING 30 GPM
224+22
LYTLE CREEK
RD.
SKA TE PARK
A
REST ROOM BUILDING 30 GPM
66+86
SUMMI T AVE.
PLA Y AREA
08
INSTALL POST INDICATOR VALVE (SAME AS LINE SIZE)
2 EA.
B
REST ROOM BUILDING 50 GPM
60+90
KNOX A VE.
PA VILLION
c
COMMUNITY BUILDING 100 GPM
66+30
SUMMIT AVE.
COMMUNITY CENTER
G)
INSTALL FIRE H-,DRANT ASSEMBLY (FOA]TANA, FIRE DIST
9 EA�
PER SG.VWC. STD. DIAIC-. 2-8 (ONSITE -PVT)
D
POOL BUILDINGS 2 75 GPM,
60+95
KNOX AVE.
A QUA TIC CENTER
100
INSTALL 8- FIRE SERVICE (INCLUDE VALVE)
I EA.
// 1
LANDSCAPEPHASE1 75 GPM
61+84
SUMMIT AVE.
COMMUNITY CENTER
12
LANDSCAPE PHASE 2 150 GPM
66+88
SUMMIT AVE.
PA RK A REA
11)
INSTALL 6" FRE SERVICE (INCLUDE VALVE)
I EA.
JJ
LANDSCAPE PHASE 3 400 GPM
60+97
KNOX AVE.
AQUATIC CENTER
@2
FIRE DEPARTA41ENT CONNECTION
3 EA
114
LANDSCAPE PHASE 4 150 GPM
227+54
LYTLE CREEK
RD.
SKA TE PARK
FS
10" FIRE SERVICE 1500 GPM
67+80
SUMMIT AVE.
LOOP ROAD
7�
A C" I
INSTALL 2- DOMESTIC WATER SERVICE
2 EA,
FS
101" FIRE SERVISE 1500 GPM
60+90
KNOX AVE.
LOOP ROAD
11-1
D U4
W11 " ME TER PER S. G� V W C. S TD. D 141G.
INSTALL 4" DOMESTIC WATER SERVICE WIJ
1 EA.
A4E TER, OR EQU. PER S. G. I/ W C. S TD. D WG. 3 - 8
PRIVATE
ENGINEERS NOTICE TO CONTRACTORS
ABBREVIATIONS
/
LEGEND
112105
#4
INSTALL 4" LANDSCAPE SERVICE WIJ- METER, OR EQU.
2 EA�
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
& BA CKFL 0 W DE VICE PER S. G. V W C� S TD. D WC. J- B
STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
SEWER MAIN
(16)
INSTALL 10" DOUBLE DETECTOR CHECK VALVE
2 EA.
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