GENERAL NOTES
ALL EXISTING UTILITIES AND STRUCTURES REPORTED BY OWNERS OR OTHERS, AND THOSE SHOWN ON CVEATC BRIDGE REPAIR RECORDS EXAMINED ARE INDICATED ON InL TLAlO VIIN INCIN ArTKUAIMAIL LOCATIONS AND EXTENTS.
UNDERGROUND FACILITIES MAY EXIST WHICH HAVE NOT BEEN REPORTED ON RECORD THE CONTRACTOR IS KELUIKCU IU AKACKAUHUNAKT MCASUKES IU FRUIELI IMUSE rAGLICS RUUNUAIINESIE IT SHALL BETHE CONTRACTOR S RESPONSIBILITY TO NOTIFYTHE OWNERS OrTHE FOLLOWING FACILITIES PHASE 2 - PEDESTRIAN BRIDGE REPAIR BEFORE STARTING WORK:
STREET LIGHTS, TRAFFIC SIGNALS (CITY OF CHULA VISTA) 44-47-68 CITY OF S/ORM DRAINS, SEWER (CITY OF CHULA VISTA) 619-397-6025 CHULA VISTA ELITE ATHLETE TRAINING CENTER AT 2800 OLYMPIC PARKWAY CHULA VISTA WATER (OTAY WATER DISTRICT) 619-670-2222
774-555-7790 CIP No. GGV0241
GAS & ELECTRIC (SDG&E) 619-699-1039
(PHASE 1 PERMIT #B20-1320, PHASE 2 PERMIT #B21-0540) SHEET INDEX
TCOX CUMMUNCA HONS - SAN BEGU,
INFAS COMMUNICA HONS 619-426-3114
DESCRIPTION SHEET NUMBER(S)
(CROWN CASILE COMMUNICATIONS) 830-455-45/
COVER SHEET
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED PICAL SECIONS BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND AMAd Eastlake PLAN AND PROFILE SERVICE ALERT TOLL FREE 8-1-1 TWO WORKING DAYS BEFORE YOU DIG.
CON TRACIOK SHALL NOlrYHŁ OrricE O-HE cHyleNGNeeR ANDHE IkarrIC SIGNAL SHOP 48 Kolympic Pkwy DRAINACE PLAN oo oaN HOURS (2 WORKING DAYS) PRIOR TO START OF WORK. CONTRACTOR SHALL GIVE ONE WORKING DAY DEMOLITION PLAN NOTICE ÒN ALL CALLS FOR INSPECTION. ANY WORK PERFORMED WITHOUT THE BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL AT NO COST TO THE LANDSCAPE NOTES AND DETALS [email protected] LANDSCAPE PLAN AND DETAILS
IRRIGATION PLAN
IRRIGATION DETAILS
ANT AND ALL LABILIT. KLAL AND/OK ALLEGED. IN CUNNEGIION PROJECT WITH THE PERFORMANCE WUKK HS KUJEC 'Hunte Pkny = ö
AND PROPERTY MONUMENTS WILL LOCATION WATER POLLUTION CONTROL PLAN PERPE TUA TION Or EXISIING HOR ZONIAL AND VERTICAL CONTROL
BE DONE BY THE CITY SURVEYING GROUP UNLESS THERE IS A BID ITEM IN THE CONTRACT PROPOSAL FOR REFERENCES DWG. NO.: GUARD HMPROVEMENTS - CIVL
THE CONTRACTOR TO DO IT. ANY PROPERTY MONUMENTS DESTROYED BY THE CONTRACTOR'S NEGLIGENCE HERN •BENCH MARKS AND INTERSECTON TES MLL BE CLEARE CAL SP ROVENENTS ROVIDED BY THE CITY. THE CONTRACTOR SHALL GIVE A MINIMUM INDEX MAP NOT TO SCALE DETAIL SHEET 14-16
THE LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET (OR AVOIDED) BY THE WORK TO STRUCTURAL PLANS 17-28 BE DONE SHALL CONFIRMED вуІН- CONTRACIOR S HELD MLASUREMENTS PROROl
THE CONTRACTOR SHALL REPORT TO THE OWNER ANY DISCREPANCIES UTILITY CONSTRUCTION NOTES CONTRA TOR SERE PROE EN PEACO TARE TASE®
KEMUveu OWNER'S CERTIFICATE
THE EXTENT
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS Loro ot 8. RECEN UNO ONIE MI O LES ER RANTE AIE IE MANETE ANE NOT DO BE ASSUMED TO BE AT LOT CORNERS OR ASSESSORS PARCEL CORNERS.
9. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL DEVICES DURING CONSTRUCTION. A
AS-BUILTS
SECTION FOR APPROVAL A MINIMUM OF FIVE DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. HE CONTRACTOR SHALL FURNISH TO TN NG ÔN CHN N Đ HN BIC NH NIN N N NGU NT THE
MPKUVEMENIS SMUWN UN IMESL PLANS FUK SUBMIIIALIU
TRAFFIC CONTROL SHALL BE IMPLEMENTED BEFORE ANY WORK IS STARTED. ACCORDING TO SECTION 15.04.140 OF THE CHULA VISTA MUNICIPAL CODE. A SET OF BLUELINE
WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHEF
10. CONTRACTOR RESPONSIBLE FOR USTALATIO OF AL NESESSARY MATERALS CU AND/OR TELEPHONE SERVICE POINTS PRINTS AND A SET StAUNS SHALI ALU TIMES ON WHICH ALI VORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL
INC CONTRACTOR RESPONSIBLE FOF CHANGES OR VARAIIONS IN INCLUDING ALL UTILITIES FOUND, ARE TO BE RECORDED ACCORDANCE WITH SDG&E AND/OR AT&T REQUIREMENTS.
PRE-CONSTRUCTION CONFERENCE NAME: —
CON FERENRE I RED MT THE ENGE OF O, AND THE T PUBL MORE SPECO. CONTRACTOR SHALL BEGIN THIS PROJECT UNTIL A PRE-CONSTRUCTION BASIS OF COORDINATES ADDRESS:- THE BASIS OF COORDINATES FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983 (NAD83) PHONE:. DATE:
SPECIFICATIONS ORNIA STATE PLANE COORDINATE SYSTEM OF 1983 (CCS83) ZONE 6 (EPOCH 1991.35) B THE IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE FOLLOWING: LLY UPON THE FOLLOWING CONTROL POINTS PER RECORD ÓF SURVEY 1-
1. 2012 CITY OF CHULA VISTA SUBDIVISION MANUAL STATON EASTING SCRIPTO DECLARATION OF RESPONSIBLE CHARGE 10872.389 348243.799 IP & BRASS DISC, LS 36
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION ("GREENBOOK")
3. 2012 REGIONAL SUPLEMENT TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("REGIONAL 4023 1806818.745 6350635.195 2" IP & BRASS DISC, CV GPS 4023
4. SAN DIEGO RÉGIONAL STANDARD DRAWNGS ("SDRSD"), DATED SEPTEMBER 2012 GRID BEARING BETWEEN #5091 AND #4023 = S 30'32'17" E.
WORZAL: NA PROVISIONS DATED APRIL 2019
SPECAL
6. CITY OF CHULA VISTA DEPARIMENT OF ENGINEERING AND CAPITAL PROJECTS DESIGN AND CONSTRUCTION SANDAKD DRAWNGS IC). DAIED NOVEMOEKZOT FOLLOWING CONTROL POINT PER ROS 1484
7. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS 2015 ("CALTRANS STANDARD PLANS")
8. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 2015 ("CALTRANS STANDARD DESERS BRASS DISC, K891 1955
SPECIFICATIONS") KIL E SREN
9. 2014 ALINIA MANUAL NIM RACO DEMIE, REVIS (MU) AN DIEGO, CA 9210 ENGINEER OF WORK BY: DATE: 12/15/2021
SCOPE OF WORK 1 HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE IMPROVEMENTS SHOWN ON THIS SET OF LANS (SHEET 01 THROUGH SHEET 23) HAVE BEEN INSTALLED AND CONSTRUCTED IN SUBSTANTIAL CONFORMANCE DEMOLISH ORGINAL GUARD HOUSE, ORIGINAL GUARD HOUSE FOUNDATION, EXISTING PEDESTRIAN BRIDGE, WTH SAID PLANS, APPROPRIATE STANDARDS AND ANY DISCRETIONARY APPROVAL(S) FOR THE PROJECT. : ISND_STRUCTURES| 2019\CVEATC \Design \Pton Sheets EXISTING TW UAR HO SIGNED. fue CONTRA D MON RAN C RELOCATE PREFABRICATED GUARD HOUSE, AND RECONNECT DATE: 12/15/2021 CVEATC BRIDGE REPAIR
AND COMMUNICATION
3. DEMOLISH TEMPORARY GUARD HOUSE FOUNDATION, AND EXISTING RUNNING PATH APPROACHES (SHEET PRINTED NAME: Marie Santos P.E. NO: 72566 COVER SHEET 20044-5/
CONSTRUCT NEW RETAINING WALLS (TOTAL LENGTH 243 FT), BRIDGE ABUTMENTS, AND UPDATE DRAINAGE DISCIPLINE: Civil MY REGISTRATTON EXPIRES: 6/30/2022 SYSTEMS.
CONSTRUCT PEDESTRIAN PATH APPROACHES.
FURNISH AND ERECT A NEW PREFABRICATED STEEL TRUSS PEDESTRIAN BRIDGE. CHRLA VISTA M REVEWED BY: DATE:121520 APPROVED BY: DA /C: 12/13/20 DRAWNG NO.
CONSTRUCTION RECORD AS-BUILT KILEY-HORN AN RESPONSIBLE DATE: 09/24/2021 OHA NORK: badushle 20044-1
SIGNED: DATE: DISCIPLINE: Kimley»Hor
PRORELI ANAGR P.E RA,NG: LS CATE ENCINER
JAIE COMPE TEUA PRINIEU NAME K.C.c. NU.: