HomeMy WebLinkAbout723-D GENERAL STRUCTURAL NOTES GENERAL NOTES
1 . DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR AND SHALL BE TWO INCHES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
UNLESS OTHERWISE SHOWN. CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CON-
2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND STRUCTION - CURRENT EDITION. CONTRACTOR H LL BE FAMILIAR WITHAND SH LL
PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS. AND SPECIFICATIONS.
AS OTHERWISE SHOWN.
3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES,
CODE REQUIREMENTS FOR REINFORCED CONCRETE" SECTION 801 . WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS
4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK
CODE REQUIREMENTS FOR REINFORCED CONCRETE" SECTION 802. IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED
5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
E,ST/MATE OF G?UAHT/TIES JUNCTION STRUCTURE OPENINGS.
6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO 3. THE RESPONSIBILITY OF ADJUSTING MANHOLE, PAVING REPAIR AND PAVING REPLACE-
/ W/L S O/V A VE. STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE MENT IN CONNECTION WITH THE STORM DRAIN INSTALLATIONS WILL BE THE RESPONSI-
_ __ NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. BILITY OF THE CONTRACTOR AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH
-� ca/"Lc- 71 /,vQ,� /L 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CON- APPURTENANT ORDINANCES AND STANDARDS.
CRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS.
/ 6 7 /O ,P�L SLOPE 100 4R 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
I TRA C T // 7-RAi"EZolo C/-/.4NNEL /�9�`G 9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
60 9 THE DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PER- FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER
2 5 Q // islvcr MALL 2 454• MITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS, SPLICES SHALL BE STAGGERED. OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
8
v u: 10. LONGITUDIANL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL
RA6CMN6?11- 9 CIONNEL 469-;6x= SHALL BE LAPPED 30 BAR DIAMETERS AT SPLICES.
5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
3 4 9 _ /2 /3 9 G� DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO
�`QNWI r OPEN CHANNEL STRUCTURAL NOTES CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
44 45 63
CONN T/aN S 3 c Fc p z&vA z EA. 1 . LONGITUDIANL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSE CONSTRUCTION JOINTS. 6. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER.
S/DE DRAIN 1$7A ZEA• - � 2. TRANSVERSE JOINTS SHALL BE SPACED NOT TO EXCEED 50 FEET NOR BE LESS THAN 10 FEET,
2/ L•F. MEASURED ALONG THE CENTERLINE OF CONSTRUCTION, EXCEPT AS OTHERWISE SHOWN ON THE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING
4-3 46 61 64 �8"./?.C.f' ^' /3SO D DRAWINGS. ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE
R.C.P. CON/VEMON / AA' 3. TRANSVERSE JOINTS SHALL BE PLACED AT THE JUNCTION OF RECTANGULAR OPEN CHANNEL SECTIONS CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS
M 6S i , WITH CLOSED CONDUIT SECTIONS. SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACE-
40 � 47 60 elf"R,C p - 2000"o 3 9 z•F 4. ALL RECTANGULAR OPEN CHANNEL WALLS SHALL BE FENCED IN ACCORDANCE WITH STANDARD DRAWING MENT OF BASE MATERIALS AND/OR SURFACING.
2-D180, EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS.
w=/O / 2�A• - 5. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, IN CURVED SECTIONS THE MAXIMUM SPACING OF 8. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE
66 , BARS SHALL NOT EXCEED THAT SHOWN ON THE TYPICAL SECTIONS. STEEL SHALL BE PLACED OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CON-
4/ 48 59 �o f/1('511 CHAIN L/NK FENCE 3 000 Z. RADIALLY FROM THE MAXIMUM SPACING. STRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY
Q 6. AT THE BEGINNING AND ENDING OF ALL POURS, A COMPLETE CURTAIN OF REINFORCEMENT COMPOSED THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES
II 40 49 67 OF B B4, AND B7 BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK)
(V Q JOIN. STRvcrURRL 4/01Fs ccwTrNVEo) 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSBILITY
1 GENERA[
39 SO 57 68 If. ,4LL GbiK.QErESTiI'GCTUrPES .SH;4LL CDNFGWM TJ Tile PROD/S/DNS /N SKT/ON c?7/-/ Of THE lvl Baz/C FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION.
fYORtS STANL39iPDS �VC'iPETE USED FaP !/fiPT.iG9L C1%4itl ,6'e K/ALlS ANIJIl�/NG/Yr9lLS Sf/A!L BE UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO
160-A ORB-3250. eloA ;PETE FD;PC✓/.4AI�(/EL /4111ce.P7*s44953I/A11 6e .560-,4-32-0• ALLOTffE;Y THE CITY ENGINEER FOR APPROVAL.
id 5/ 56071
Lf�t/C�£TE UT/UZEO S//ALL BE 560-B-�ZSO.
10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE,
37 ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST
OF THE INSPECTOR.
TRA T 944 ' a '
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7 1 ''
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INDEX MAPa.
8CAL E : /" = 200' /2"Mlt�l- su, �,, b • ``
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/GG-r SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
A o CI-IAWere- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
��'• �� FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
I `� I APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
A--A THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGI-
NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
I WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
I
_ - REN. $-,a f iG•v.NEVT @ Gt/iG ScN/ �1GE DE/P. S.B.F.c"Q ? i•PE'•yE /�G-B/ r
De5,CKPTnQN. OR REVISION DATE 17
CITY OF kCUCAMONGA
PLAN Arl o PROF 1 LE
ro Lcxc4yAr1ew: �
0-MA STORM DRAIN
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PLAN AND PROFILE
WILSON AVE•TO ALTA LOMA DEBRIS BASIN
TRACTS 9441 11(409
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PREPARED FOR BAS/S O/�' BEAR/NGS BE/VCHMARK a ^' �LEp� ��J 4z2-¢/a2 '0�"VF-D 5y �T - " Pz
CITY ENGINEER KCI? 23869
THE BEARING OF /V.09'28' 57" 9 FOR C.B.M. A59 CO/VC/?ETE NAIL //V - �.- j' � Cq�t ��[ G,q� _ -�7141�r �8�2 ,
Kin s/ea Col�muni�ie5 _ oEStGN F2r�oo�t ENt�D �
9 77-1E CENTERLINE Q� ARCH/BALD BROKEN ENO GIF RUBBLE WALL 41W� evlfa" s� M- 44;T. 714 �� 7Q r`s��•y,� 0660. f G4 E
A1/E/VUE AS SHOWN ON TRACT 9440 /VE CORNER BA/VYO/V AND - -- - > �' 7� -- `lami'`t""""""' - -" - .
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90/41 0/yrr7/v/C Lg W M. B. !44/31 -33 NAS CASED A3 TIYE ARCHIBA L D. _ r_ =_Z�IG / --- - DRAWN late SN E E m
BASIS OF BEAR/NGS FOR TH13 MAP. EL EV. = 1638. 713 C. aIeAA0Vd.4 � Z h/Qr�z,d 6z?Vc ,MOV W/ In • / OF 3
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