HomeMy WebLinkAbout1926GENERAL NOTES (STREET) I
Al -L WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS PLANS FOR
DEPARTMENT 9TANDARD �PECIFICATIONS DATED 19-75. CONSTRUCTION OF W G D X
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORK") DEPARTMENT PRIOR TO
START OF ANY 'WORK WITHIN THE CITY LIMITE7�. DRWG. NO. I TITLE SHEET
ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK 11 11 2 MARLAY AVE -(PLAN & PROFILE)
TO THE PLAN GRADES. it 3 SAN SEVAINE CHANNEL (PLAN & PROFILE)
4. ALI. PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS) VALVES) 4 ENLARGED PLAN(RCB)
PIARLAY AVE, STRUCTURE
HYDRANTS, IRRIGATION STRUCTURES) ETC. SHOWN OR NCT SHOWN ON THIS PLAN AN) LOCATED WITHIN AREAS TO THE 5 RCB SECTIONS 8( DETAILS
BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHER'S i IT SHALL BE THE 6 WINGWALL & MISCELLANEOUS DETAILS
CONTRACTORS RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS,
5. WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR.
6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. S N SEVAINE CHANNEL
7. ALL ULTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKI'NG AROUND THEIR FACILITIES. AT A
TR T 97 GENERAL NOTES (ALL CONSTRUCTION)
8. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. A -t_j-rt> OF 'THE-
CD&1"5-frc_u(_-TID�� `�tiLL �00F_OKM 7D -I�Ae-5G: ?Lkt-�
ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEEk. AMD
FOR TH -r�Ae7 rjoQe�:> C)F--- 1-�_AG7 S5 -Tb% -TE: C)T:' CALAFIDP,),,�N/s, 0
10. RACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%
M T -A t" AN F70 T3 L, I
A WKl::_)TlZLJC1_l0rJ 9GIZMIT 954AL-L- 5C- 0F31AIQEV F(20M 0
AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING, j?eqAq - 9121C)fZ -rD �57rART_ OF7 AQ\�( WC)9,1�,'
ALL NEW OR EXISTING VALVE CANS
BY PAVING CONTRACTOR.
CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. IQ _r�A 'E k �Z j( e7Ae:51E M IF �,A 71+E:_ S_r2 FE -:-T,
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CONTRACTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. Ir 4. AL_L_ U �A 112C fZ-GIZOU Q 1,)
N\j A � LAF_A_&
14. IF EXISTING UTI: '_ ITIE.'3 OR OTHER FACII-ITIES CONFI-ICT WITH THE PROPOSED IMPROVEMENTS) WORK REFERENCES I M v:0 2- r -A /-\ T I C) t,3 11 DQ " e F -I_ -r4e-
SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATE, -Y. 7VA 2- J:�)
-To -�:>ETE-ZM I Q C -MC- -kIZUE k�Jr,) lE:LC-\lATI0 A I- _F� C- L
15. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE 1�i T I tlA (--;t _T_b ANIOID 'Ili 0 F_\�
COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PiWING HAS BIE"EN INSTALLED CS.0 THAT THE
I-NGINEER MAY INSTALL TH41_�_' CENTER' -INE MONUMENTS AS REQ'l_IIRED BY THE CITY CODE
"T THE CITY OF FONTANA, B E N C H M A R K: TOP OF FIRE HYDRANT AT SOUTH EAST COR NER 4:> /XLL- U T I u Tt
ffky�- �,jc)-j j-leLlE'FI.Abt-AC- ) G:LE(--
OF INDUSTRY AVENUE AND UNION AVENUE. E7( -T'
16. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SIJB,JECT TO REVISION AND APPROVAL OF THI� CITY _vT'_7kc_ A L__ ) pome,��;-T\c_
AS REQUIRED BY SOIL TEST TAKEN AFTER COMPLETION OF ROUGH GRADIN(j. EL. = 861.84 B. M. No. 603 2?e
ACTUAL THICKNESS OFA.C. PAVEM�_:NT AND/OR BASE COURSE M,,",TERIAL FOR STRUCTURAL STREET COUkITN 'FL0C)P
SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTES TO RIGHT-OF-WAY DRWQ.:
THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRACING, pR -rC) T�_VG-z�e -pLAtAf�
CALTRANS STD. PLAN5�-. D811 D831 D84,, BO-3sB 11-7 a BI 1-52 e::'
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Qf-_LIC�T TO T�Ae_ -1 C_
_17C.D. STD. PLATS: D ':�5TEE-El-
,'ITY STD. DETAILS: 10013,10i,102139105A1109,1121 UfAPL_ TOE
UJILITY LEGEN SEE DRWG. 2 C)V_
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_mVATE ENGINEERS NOTICES TO CONTRACTOR 1�5. -5e_� "2"FECkAt_
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES CONSTRUCTION NOTES -
SHOWN IN THESE PLANS'ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
z UNDERGROUND
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT l< w 4. ALL- MATL--�ZIN_4� 7 5- T I k, A 6: L
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL 1. THE RCB CULVERT SHALL BE CONSTRUCTED IN ACCORDANCE :0 > uj
ANY OTHER Q CZ r7 1; vlh-k'"
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND WITH CALTRANS STANDARD PLANS D81 & D83, EXCEPT AS w SERVICE ALERT plQ\v
LINES OR STRUCTURES NOT OWN ON THESE PLANS, AND IS RESPONSIBLE OTHERWISE SHOWN AND NOTED ON THE PLANS. 1 r -e'\ C-1- -RAG7 C)
FOR THE PROTECTION OF, AN91ANY DAMAGE TO THESE LINES OR STRUCTURES.
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z w w CALL: TOLL FREE
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- 2. THE BOX CULVERT WINGWALLS SHALL BE CONSTRUCTED IN cn m w
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SIBLITY- FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ACCORDANCE WITH CALTRANS STANDARD PLAN D84, EXCEPT D 1— 800-422-4133
THIS PROJECT, INCLUDING SAFE`TLY-OFALL PERSON AND PROPLRTY: THAT THIS F- JURUPA m
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL AS OTHERWISE SHOWN AND NOTED ON PLANS. w PROJECT AREA BASIN TWO WORKING DAYS
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND JURUPA AVE -
HOLD THE OWNER AND THE ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, BEFORE DIGGING
REAL'OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS "RECORD DRAWINGS
PROJECT )EXCEPTING FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF MARLAY AVE.
THP_ nWNER OR THE ENGINEER.
4-16-91
.PROJECT LOCATION MAP 143Z(o FCD -1-801-40