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6683 S11 PLANS FO THE NCTD R W CROSSING LEUCADIA ,z AT LEUCADIA LVD FOR SIGNAL LINES PROJECT; LOCATION 82 NCTD JACK AND BORE PIPELINE NOT E 1. UNLESS OTHERWISE SHOWN ON THE PLAN VIEW OR PLAN AND PROFILE, THE CONTRACTOR . SHALL ADHERE TO THE FOLLOWING REQUIREMENTS. • 2. FOR PIPELINES CARRYING FLAMMABLE OR HAZARDOUS MATERIALS, THE CONTRACTOR t" SHALL ADHERE TO SPECIAL CONDITIONS STATED IN THE RIGHT -OF -ENTRY ROE PERMIT, ENCINITAS �� � � `� � 3. ALL UNDERGROUND UTILITIES UNDER RAILROAD TRACKS SHALL BE ENCASED IN A LARGER • PIPE OR CONDUIT CALLED THE CASING PIPE. :• f SANTA 236 4. CASING PIPE SHALL BE INSTALLED ACROSS THE ENTIRE WIDTH OF THE RAILROAD RIGHT - OF - WAY AND SHALL EXTEND BEYOND THE RIGHT OF--WAY A MINIMUM OF 10 FEET. , f 5. SHOULD GROUND WATER OR OTHER LOSE AND UNSTABLE SOILS CONDITIONS BE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY THE RAILROAD FLAGMAN PROVIDE NECESSARY SUPPORT TO TRACK AND OTHER S9 _-__........... ...._._-- .•-- __.._.,._.._.. -.__ ...`` ': _._._ RAILROAD STRUCTURES, AND NOTIFY NCTD. IT SHALL BE THE RESPONSIBILITY OF THE SIAM 7 .. ........... ...._ -._- _..._..,.- CONTRACTOR TO MAKE NECESSARY CORRECTIONS TO CONSTRUCTION PROCESS TO ALLOW r, . . ,,.. FOR SAID C. . , ' �,'._..` '.. 6. PRIOR TO OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO N CTD DRIVE G1 ., ��` * " • ��'` --`_ A PLAN SHOWING THE PROPOSED METHOD OF CASING INSTALLATION, CONSTRUCTION ACCESS, ,� T , STOCKPILE LOCATIONS, SWPPP CONTROL MEASURES, FENCING TYPE AND LOCATION, AND A MILESTONE SCHEDULE. (�� ,...`. { L......-� a .. ' - .... . � .... __ : �, . ;_. -. -. -. _ ; :, .- , ., . . ,.' . •. ,. � ..:_ . , . , _-- ._..::.�• 7. ALL ABANDONED PIPES SHALL BE REMOVED FROM -THEIR CASING PIPES. THE EMPTY � T "' -- -- _ - - -= -�- CASING PIPE SHALL BE PRESSURE GROUTED FULL THE ENTIRE LENGTH. SHOULD THERE BE NO CASING PIPE, THE ABANDONED PIPE SHALL ALSO BE PRESSURE GROUTED FULL THE ENTIRE LENGTH AN NCTD INSPECTOR MUST BE PRESENT DURING THE GROUTING PROCESS. S �..- ..- ._�,,.,� ��- r„�'" --- _ �..._.._. --.-_ . ..w�.�._.._..- ^-- ...�.,.._....- rte ^ - .. .�.. �-. ... . .. ...... ............ ......•� ....... _ _ v_ _`` ---- _- _._........ - w ., „. �,.. �. .... ,�, �, , -;�:• . ----- .- ..._.. ,.....__- _....,. - - - - -- . - -- ....... %�.. -. -. � �'_._..�.___•�- _. -._. k;y....- ..- .- .- ....,� ,_..._.,.__..._ • .,..___.,.......,- -_.._^�.. 8. THE CONTRA SHALL INSTALL PERMANENT SIGNS IDENTIFYING THE LOCATION OF THE ELIJO - -- - - •-._. - �" `` '� PIPE AT THE EDGE THE RAILROAD RIGHT -OF --WAY UNLESS WITHIN A PUBLIC GRADE ..,� - CROSSING. 52 9, ALL ENDS (]F THE CASING PIPE SHALL BE SEALED UNLESS OTHERWISE AUTHORIZED BY a �s - -� �' �. �1•..�w� P� �. ��� s { -_ s '�i" i -- / i�''ilri' "'�� �.. +_ NCTD. a.. " - - - - 10. THE TOP OF CASING SHALL HAVE A MINIMUM DEPTH OF 6 FEET BELOW THE TOP Of TIE V - _ .... - - -t _.. - -.. - -• -. -- NG B S ...... _.__.._. AND A MINIMUM IN M FEET E aM F� T CHE n:I: 'I�r'c_7 j O Vi D� 1 I AND OTHER LOW PONTS WNTHIN THE RAIL OAD RIGHT - OF - WAY. TT ...... _ _ .. -. _...._. _ _.- ._._.. _..__. - - - _.........__.__..,.._.._._,. ....._.__..........._.... - - --- -------- _.- -- ...._ _.- - - -- - -- -... _ - .- _._......_.._.. _._... _ _._...._ - - -- - H WY 1 t� #_ _ .. - .... . �. _,.. -- - . _.- ._....- __ -• -. _._ _._.________ ..... ...... M. - - ._ _ �.. rw.. _ ......_ -. .. ....... _ _ ._..............__..... - ._._._. - 11. CASING AND CARRIER PIPS HA -- •- -- .,.... N T LEAKAGE OF ANY LL CONSTRUCTED P NO SCALE w . - _ EVE - - -'- ......_..:_:.:___ SUBSTANCE. WHEN CASING PIPES ARE SEALED AT EACH END, VENT PIPES SHALL BE . - ........... - -------- _ - -.. INSTALLED. - 12 . ALL CASING PIPES SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 1 �. 13. INSTALLATION OF CASING PIPES BY OPEN TRENCH IS PROHIBITED. _ -_._ _ SING JACKING SHALL ADHERER TO THE FOLLOWING REQUIREME - --�- -� I --. Alm ,�'' __- . - - -_,. __ ,.. f r _` �; - ?� s ._:..... ,.�- _----- ..._,.. ! ... A I METHOD SHALL BE IN ACCORDANCE WITH THE AMERICAN RAILWAY ENGINEERING AND - _.. _ - - -- - - -- - F Y __..` `.__ MAINTENANCE OF WAY ASSOCIATION RECOMMENDED PRACTICES, VOLUME 1, CHAPTER 1, s ;..._.. -. -.. - T 4, EARTH BORING AND JACKING CULVERT PIPE THROUGH FILLS. THIS OPERATION SHALL BE CONDUCTED WITHOUT HANDMINING AHEAD OF THE PIPE AND WITHOUT THE USE OF _ - G G, D BACKSTOPS SHALL BE DESIGNED AND JACKS WITH SUFFICIENT I � IN A UGURING, OR DRILLING EQUIPMENT { I ......... 3 , ;y, •. ICIENT RA71NG .........., USED SO THAT THE JACKING CAN PROGRESS WITHOUT STOPPAGE (EXCEPT FOR ADDING - i LENGTHS OF PIPE) UNTIL THE LEADING EDGE OF THE PIPE. REACHES THE RECEIVING PIT. �:..... . C. DURING JACKING, AN EARTH PLUG 1.5 TIMES THE DIAMETER OF THE CASING SHALL BE MAINTAINED AT ALL TIMES. JACKING OPERATIONS SHALL BE CONTINUOUS ON A 24 --HOUR -_..._ PER DAY BASIS UNTIL THE JACKING OPERATION IS COMPLETED. 15. CASING BORING SHALL ADHERER TO THE FOLLOWING REQUIREMENTS. �-•._ A. THIS METHOD CONSISTS OF PUSHING THE PIPE INTO THE FILL WITH A BORING AUGER SH EET INDEX ROTATING WITHIN THE PIPE TO REMOVE THE SPOIL. WHEN AUGERS OR SIMILAR DEVICES ARE USED FOR CASING PLACEMENT, THE FRONT OF THE PIPE SHALL BE PROVIDED WM TH N 1 "= 50' I CATI O NS MECHANICAL ARRAN OR DEVICES THAT WALL POSITIVELY PREVENT THE AUGER FROM S HEET TITLE do NOTE SHEET LEADING THE CASING SO THAT THE THERE WILL BE NO UNSUPPORTED EXCAVATION AHEAD SHEET CROSSING PLAN AND PROFILE OF THE CASING. THE AUGUR AND CUTTING HEAD ARRANGEMENT SHALL BE REMOVABLE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES FROM WITHIN THE PAPS IN THE EVENT AN OBSTRUCTION IS ENCOUNTERED. THE OVER --CUT SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO BY THE CUTTING HEAD SHALL NOT EXCEED THE OUTSIDE DIAMETER OF THE PIPE BY MORE THE BEST Of OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON BY ONE -HALF INCH. THE FACE OF THE CUTTING HEAD SHALL BE ARRANGED TO PROVIDE THESE PLANS HOWEVER: REASONABLE OBSTRUCTION TO THE FREE FLOW OF SOFT OR POOR MATERIAL. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT B. THE USE OF WATER OR OTHER LIQUIDS TO FACILITATE CASING PLACEMENT AND /OR SPOIL ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE NCTD JACK AN BORE G NO C. PLANS AND DESCR OF THE AUGER STOP ARRANGEMENT TO BE USED SHALL BE O CONTRACT'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS SAID UTILITIES SUBMITTED TO NCTD FOR APPROVAL PRIOR TO COMMENCEMENT OF WK. OR STRUCTURES PRIOR TO EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES 1, SEE NCTD GENERAL NOTES FOR ADDITION REQUIREMENTS. D. ANY METHOD WHICH EMPLOYS SIMULTANEOUS BORING AND JACKING OR DRILLING AND AND NOTIFICATION OF COMMENCEMENT OF WORK: 2, THE CONTRACTOR SHALL LAYOUT THE PROPOSED JACK AND BORE PITS PRIOR TO THE JACKING FOR PIPES OVER 8 INCHES IN DIAMETER THAT DOES NOT ADHERE TO THE ABOVE NC G NOTE REQUIREMENTS WALL NOT BE PERMITTED FOR CASINGS 8 INCHES D S COMMENCEMENT OF WORK. . AN SMAL IN E K. ONLY AFTER THE NCTD INSPECTOR HAS APPROVED THE LAYOUT A. SEWERS - CARDIFF SANITATION DISTRICT (760) 833 -2770 WILL THE CONTRACTOR BE ALLOWED TO BEGIN WORK. DIAMETER, AUGERING OR BORING WITHOUT THE SAME REQUIREMENTS MAY BE CONSIDERED IF 1. FOR ALL EMERGENCIES AFFECTING THE TRACK AND TRAIN SAFETY, CALL NCTD'S 24 B. GAS AND ELECTRIC - SDG&E (800) 422 -4133 3, JACKING AND RECEIVING PITS SHALL BE CONSTRUCTED OUTSIDE OF THE RAILROAD APPROVED BY NCTD. HOUR SECURITY OFFICE AT (760) 966 -6700. C. WATER - SAN DEGUITO WATER DISTRICT (800) 422 -4133 RIGHT -OF --WAY UNLESS OTHERWISE SHOWN ON THE NCTD APPROVED PLANS. 16. IF AN OBSTRUCTION IS ENCOUNTERED DURING INSTALLATION OF THE CASING PIPE THAT ( 2. ALL PERSONNEL ENTERING THE RAILROAD RIGHT -OF -WAY SHALL COMPLY WITH NORTH D. TELEPHONE - AT&T 800 489 - -3441 4. AT NO TIME SHALL ANY CONTRACTOR BE PERMITTED TO CROSS ANY TRACK WITHOUT THE WILL STOP` THE FORWARD ACTION OF THE PIPE, AND IT BECOMES EVIDENT THAT IT IS COUNTY TRANSIT DISTRICT NCTD REQUIREMENTS. FAILURE TO COMPLY WILL BE GROUNDS E. CABLE TV - DANIELS CABLE VISION PERMISSION FROM THE RAILROAD FLAGMAN, IMPOSSIBLE TO ADVANCE THE PIPE, OPERATIONS WILL CEASE AND THE PIPE. SHALL BE ( NCTD) OM F. UNDERGROUND SERVICE ALERT (764) 931 - -7000 5. ALL JACK AND BORE OPERATIONS WITHIN THE RAILROAD RIGHT -OF - WAY SHALL BE ABANDONED IN -PLACE AND PRESSURE GROUTED FULL BEFORE CONTINUING WITH WORK. FOR TERMINATION OF WORK AND REVOCATION OF THE RIGHT --OF- -ENTRY (ROE) PERMIT. (800) 422 -4133 PERFORMED CONTINUOUSLY ON 24 -HOUR BASIS UNTIL WORK IS COMPLETED WITH A NCTD LOCATION, LENGTH, AND DEPTH OF ABANDONED CASING PIPES AND CARRIER PIPES SHALL 3. PRIOR TO THE START OF CONSTRUCTION AND AT THE CONTRACTOR S EXPENSE, ALL FLAGMAN AND INSPECTOR PRESENT AT ALL TIMES. SHOULD K BEGIN WITHOUT THE BE SHOWN ON THE AS -BUILT DRAWINGS. PERSONNEL INCLUDING SUBCONTRACTORS AND THIRD PARTIES SHALL COMPLETE NCTD S 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO NCTD FLAGMAN AND INSPECTOR PRESENT, THE WORK WILL BE HALTED AND ANY CASING 17• BORED OR JACKED INSTALLATIONS SHALL HAVE A BORED -HOLE DIAMETER ESSENTIALLY CONTRACTOR SAFETY TRAINING COURSE. CONTACT LEE KUHNS AT (760) 967 -2851 TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770 INSTALLED WILL BE ABANDONED IN PLACE, PRESSURE GROUTED FULL, AND CAPPED TO THE THE SAME AS THE OUTSIDE DIAMETER OF THE CASING PLUS THE THICKNESS OF THE ARRANGE TRAINING. SATISFACTION OF THE NCTD. PROTECTIVE COATING. IF VOIDS SHOULD DEVELOP OR IF THE BORED -HOLE DIAMETER IS 4. THE ROE PERMITTEE SHALL PAY FOR ALL FLAGGING, INSPECTIONS, AND REVIEW COSTS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 6. THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY FENCE ALONG THE RAILROAD GREATER THAN THE OUTSIDE DIAMETER OF THE CASING PIPE, PLUS COATING, BY MORE AS REQUIRED IN THE ROE PERMIT. WOK BEYOND THE HOURS OF 7 AM TO 5 PM, PHONE: (760) 633-- 2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION RIGHT - -WAY, OR ALONG THE EDGE OF PATS CLOSEST TO THE TRACK, EXTENDING 50 FEET THAN APPROXIMATELY 1 INCH, GROUTING OR OTHER METHODS AS APPROVED BY NCTD MONDAY THROUGH FRIDAY, WILL BE CHARGED AT 1.5 TIMES THE STANDARD HOURLY RATE. WILL BE SUBJECT TO REJECTION AND REMOVAL. IN BOTH DIRECTIONS FROM THE PIT. SHALL BE EMPLOYED TO FILL SUCH VOIDS. 5. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCTD, THE 18. PRESSURE GROUTING OF THE SOILS BEFORE OR DURING JACKING OR BORING MAY BE ROE PERMIT, AND THE JOB SITE NCTD PROJECT PLANS AND SPECIFICATIONS, 7. PITS SHALL BE FENCED ON SIDES. 8. THE CONTRACTOR/PERMITTEE SHALL PROVIDE NCTD WITH AS -BUILT DRAWINGS PRIOR TO REQUIRED TO STABILIZE THE SOIL, CONTROL WATER, PREVENT LOSS OF MATERIAL, AND FLAGMAN /EMPLOYEE- IN- CHARGE(EIC). THE NCTD FLAGMAN /EIC HAS SOLE RESPONSIBILITY THE RELEASE OF ANY DEPOSITED FUND BALANCE. PREVENT SETTLEMENT OR DISPLACEMENT OF THE GROUND AND /OR TRACKS, GROUT SHALL TO PROTECT THE RAILROAD INFRASTRUCTURE AND OPERATIONS. AT ALL TIMES, THE STATEMENT CF ENGINEER OF' WORK 9. THE CONTRACTOR SHALL SUBMIT TO NCTD FOR REVIEW, DRAWINGS AND CALCULATIONS BE CEMENT, CHE MICAL, OR OTHER SPECIAL INJECTION MATERIAL SELECTED T ACCOMPLISH CONTRACTOR SHALL FOLLOW THE FLAGMAN /EIC S DIRECTION, FOR ANY SHORING THAT MAY BE INFLUENCED BY THE RAILROAD TRACKS. ALL DRAWINGS THE NECESSARY STABILIZATION. THE GROUTING CONTRACTOR SHALL BE A SPECIALIST IN 6. ALL PERSONS ENTERING THE RAILROAD RIGHT -OF -WAY SHALL HAVE TAKEN THE NOT AND CALCULATIONS SHALL BE SIGNED AND STAMPED BY A CALIFORNIA LICENSED CIVIL OR THE FIELD WITH A MINIMUM OF 5 YEARS CONTINUOUS EXPERIENCE OF SUCCESSFULLY SAFETY TRAINING COURSE AND SHALL HAVE THE NCTD SAFETY STICKER AFFIXED TO THEIR THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER STRUCTURAL PROFESSIONAL ENGINEER. GROUTING SOIL. MATERIALS TO BE USED AND THE METHOD O F INJECTION SHALL BE HARD HAT. MALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE 10• PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SUBMIT TO NCTD FOR PREPARED BY A CALIFORNIA LICENSED GEOTECHNICAL ENGINEER, OR BY AN EXPERIENCED 7. NO WORK SHALL BE PERFORMED WITHIN THE RAILROAD RIGHT -OF -WAY WITHOUT A ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK REVIEW, LOAD CALCULATIONS FOR THE PROPOSED JACKING CASING WITH APPLIED LOAD AS AND QUALIFIED COMPANY SPECIALIZING IN THIS WORK AND SUBMITTED FOR APPROVAL BY RIGHT -OF -ENTRY PERMIT, FLAG REQUESTS SUBMITTED TO NCTD, AND A NCTD FLAGMAN PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS DEFINED BY CODER E -80 WITH A 50% ADDED IMPACT LOAD. THE CALCULATIONS SHALL NCTD PRIOR TO THE COMMENCEMENT OF WORK. PROOF OF EXPERIENCE AND COMPETENCY PRESENT DURING ALL CONSTRUCTION AND RELATED ACTIVITIES. REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK BE SIGNED AND STAMPED BY A CALIFORNIA LICENSED CIVIL OR STRUCTURAL PROFESSIONAL SHALL- ACCOMPANY THE SUBMISSION. 8. THE CONTRACTOR SHALL COMPLY WITH ALL ENVIRONMENTAL AND THIRD PARTY PERMITS OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENGINEER. 19. WHEN WATER IS KNOW OR EXPECTED TO BE ENCOUNTERED, PUMPS OF SUFFICIENT AS REQUIRED BY THE WORK. ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE 11. IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO CONTACT UNDERGROUND ALERT CAPACITY TO HANDLE THE FLOW SHALL BE MAINTAINED AT THE SITE AND BE CONSTANTLY 9. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR EACH EQUIPMENT CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.. AT THE SAME TIME, THE CONTRACTOR ATTENDED OPERATIONALLY ON A 24 -HOUR PER DAY BASIS UNTIL THE NCTD INSPECTOR OPERATOR TO HAVE CONSTANT AND DIRECT RADIO CONTACT WITH THEIR FOREMAN. THE DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR SHALL NOTIFY NCTD FOR RAILROAD SIGNAL MARK -OUTS, DETERMINES THEIR OPERATION CAN BE SAFELY HALTED. WHEN DEWATERING, CLOSE FOREMAN WILL IN TURN HAVE CONSTANT AND DIRECT CONTACT WITH THE NCTD THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO 12. ALL BACKFILLING SHALL BE AT 90% RELATIVE DRY COMPACTION. FOR AREAS WITHIN OR OBSERVATION SHALL BE MAINTAINED TO DETECT ANY SETTLEMENT OR DISPLACEMENT OF FLAGMAN /EIC. INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS THAT AFFECT THE RAILROAD RIGHT -OF -WAY, THE CONTRACTOR SHALL SUBMIT A TRACK, GROUND, OR FACILITIES. 10. THE CONTRACTOR SHALL HAVE THE PERMITTED STAMPED SET OF PLANS ON -SITE. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM COMPACTION REPORT PREPARED BY A CALIFORNIA LICENSED GEOTECHNICAL PROFESSIONAL 20. THE DEWATERING SYSTEM SHALL LOWER AND MAINTAIN THE GROUND WATER LEVEL A WORK WILL BE TERMINATED BY NCTD SHOULD NO STAMPED PLANS BE ON -SITE. THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS TO THE ENGINEER AND HIS /HER AGENTS ENGINEER PRIOR TO RELEASE OF ANY DEPOSITED FUND BALANCE. �tMUM QE 2 FEET BELOW THE INVERT AT ALL TOMES DURING CONSTRUCTION BY UTILIZING 11 THE CONTRACTOR SHALL CONTACT NCTD AT (760) 967 -2851 48 HOURS IN ADVANCE OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND 13. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SUBMIT TO NCTD WILL POINTS, VACUUM WELL POINTS, OR DEEP WELLS TO PREVENT THE INFLOW OF WATER FOR ANY INSPECTIONS REQUIRED IN THE ROE PERMIT. EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. FOR REVIEW, A VERBAL DESCRIPTION OF THE WORK PROCESS INCLUDING SCHEDULED OR WATER AND SOIL INTO THE HEADING. GROUND WATER OBSERVATION WELLS MAY BE 12. ALL WORK ON OR ADJACENT TO THE SAN DIEGO TROLLEY SHALL ALSO ADHERE TO ACTIVITIES. REQUIRED TO DEMONSTRATE THAT THE DEWATERING REQUIREMENTS ARE BEING COMPLIED NCTD REQUIREMENTS. ~: ,.. 14. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY FACILITIES CONSTRUCTED ON THE WITH. 13. THE MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MAY APPROACH THE JOB SITE E �. RAILROAD RIGHT --OF- WAY, DEBRIS, AND OTHER ITEMS NOT ORIGINALLY AT THE SITE PRIOR 21. THE PROPOSED METHODS OF DEWATERING SHALL BE SUBMITTED TO NCTD PRIOR TO THE - - IN ANY DIRECTION AT ANY SPEED AT ANY TIME AND MAY STOP AND OCCUPY THE TO CONSTRUCTION AND SHALL NOTIFY NCTD THAT ALL CONSTRUCTION HAS BEEN COMMENCEMENT OF WORK. THE DISCHARGE FROM THE DEWATERING OPERATIONS IN THE TRACK WITHIN THE CONTRACTOR S WORK ZONE FOR AN UNDETERMINED PERIOD OF TIME: COMPLETED. AFTER AS-- BUILTS ' HAVE BEEN RECEIVED, NCTD INSPECTS THE CONSTRUCTION VICINITY OF THE RAILROAD SHALL BE CAREFULLY MONITORED SHOULD EXCESSIVE FINE - ,�' �� � -- 14. NO PERSONNEL SHALL CROSS ANY TRACK WITHOUT THE APPROVAL FROM THE NCTD j , �►M� SITE AND SIGNS -OFF, NCTD WILL RELEASE ANY UNUSED DEPOSIT FUNDS. SOILS PARTICLES AT ANY TIME DURING THE DEWATERING PROCESS BE OBSERVED, THE FLAGMAN. 15. THE CONTRACTOR OR CONTRACTING PARTY, SHALL OBTAIN ALL PERMITS NECESSARY FOR DEWATERING SHALL BE HALTED IMMEDIATELY AND CANNOT RESUME UNTIL THE 15. ONLY THE NCTD FLAGMAN IS PERMITTED TO PERFORM FLAGGING OPERATIONS WITHIN LEROY SODAS, RCE NO. 22312 r THE PROPOSED PROJECT INCLUDING BUT NOT LIMITED TO ENCROACHMENT, SWIPPP, AND UNSATISFACTORY NoText