Loading...
7746 GENERAL NOTES PLANS FOR THE I I T E �R /W ALONG WO -1. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. DRAINAGE n� T I 1 Y 1 1 , a IT�, o 2. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION REQUIRED TO PROTECT THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO J ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND DESTROYED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE CITY STANDARD DRAWINGS: -_ ENGINEER. � NORTH � LI 3. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE I STANDARD SPEICATIONS HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. 1• "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION). 4. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE W ACCORDANCE WITH " THE CITY OF ENCINITAS ENGINEERING STANDARDS AND AS APPROVED BY THE CITY 2. CALIFORNIA DEPARTMENT TI TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," ENGINEER. �� ITY OF ENCINITA (1996 EDITION). 5. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS-JULY 1992. MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. {-� 4, SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS, pp / STANDARD oRAw�N 6. ALL PRIVATE IMPROVEMENTS THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE T V Y K QUANTITIES 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS--JULY 2000„ REMOVED SHALL BE SALVAGED D AND RETURNED TO THE PROPERTY OWNER. ALL . . T. D . GENERAL N T PROJECT LOCATION AR PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY, THAT ARE NOT '`'91 2, STATE OF CALIFORNIA STANDARD PLANS--JULY 1992. DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE t:A: 3. SAN DIEGUITO WATER DISTRICT STANDARD PLANS. PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY, 1. FOR ALL EMERGENCIES AFFECTING THE TRACK AND TRAIN SAFETY, CALL NCTD'S 24 tEUCADiA CUT FILL 7. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF HOUR SECURITY OFFICE A7 (760} 966-6700, >: BLVD. _ _ 332,6 CUBIC YARDS 9.9 CUBIC YARDS �1E5C 111131 N ts: WORK PRIOR TO MAKING CHANGES IN THE FIELD. 2, ALL PERSONS ENTERING THE RAILROAD RIGHT-OF-WAY SHALL COMPLY WITH NORTH T v r p PROPOSED 24" RCP 8. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR GROUND TRANSIT DISTRICT (NCTD) REQUIREMENTS. FAILURE TO COMPLY WILL BE p � TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK GROUNDS FOR TERMINATION OF WORK AND REVOCATION OF THE RIGHT-OF-ENTRY , e� Cs (ROE) PERMIT. f�, o WITH COMPANY REPRESENTATIVES. n 9y 3, PRIOR TO THE START OF CONSTRUCTION AND AT THE CONTRACTOR'S EXPENSE ALL o NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE PERSONNEL INCLUDING SUBCONTRACTORS AND THIRD PARTIES SHALL COMPLETE _ 621 PRO POSED WARPED YANG WALL D-44A UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL CABLES AND GAS NGTD'S CONTRACTOR SAFETY TRAINING COURSE. CONTACT LEE KUHNS AT (760} C> • 14 PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC :E G� S COMPANY. 967-2851 TO ARRANGE TRAINING. 9 EN yp. TELEPHONE: (800) 422-4133 4. THE ROE PERMITEE SHALL PAY FOR ALL FLAGGING, INSPECTIONS, AND REVIEW 9. THE CONTRACTOR SHALL NOTIFY AT&T PRIOR TO STARTING WORK NEAR COMPANY COSTS AS REQUIRED IN THE ROE PERMIT. WORK BEYOND THE HOURS OF 7 AM TO i);, \ I `� (� E /� PROPOSED GUNITE DITCH D-70 5 PM, MONDAY THROUGH FRIDAY, WILL BE CHARGED AT 1.5 TIMES THE STANDARD EN V C I 1 V I T A S y FACILITIES AND SMALL COORDINATE WITH COMPANY REPRESENTATIVES. HOURLY RATE. _: Sc¢fir TELEPHONE: (619) 546-3606 5. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCTD, THE ` ROE PERMIT, PROJECT PLANS AND SPECIFICATIONS, AND THE JOB SITE NCTD SANTA FE ORs S4'91 SHEET I N D E 10. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO 4 , t, 9 t hp STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY FLAGMAN/EMPLOYEE-IN-CHARGE (EIC}, THE NCTD FLAGMAN/EIC HAS SOLE „ , � �9� PROPOSED CUTOFF WALL D-72 REPRESENTATIVES, RESPONSIBILITY TO PROTECT THE RAILROAD INFRASTRUCTURE AND OPERATIONS. 'ytt: �r "'� P AT ALL TIMES, ° ° SHEET 1 - - TITLE SHEET THE CONTRACTOR SHALL FOLLOW THE FLAGMAN/EIC'S DIRECTION. ,+< o SHEET 2 --- IMPROVEMENT PLAN NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT 4v;, Ya ? 6. ALL PERSONS ENTERING THE RAILROAD RIGHT-OF-WAY SHALL HAVE TAKEN THE S9 SHEET 3 - CROSS SECTIONS AREA TELEPHONE: (760) 633-2709. NCTD SAFETY TRAINING COURSE AND SHALL HAVE NCTD SAFETY STICKER AFFIXED 9 BIRMINGHAM TO THEIR HARD HAT, PROPOSED DIRT CHANNEL 11. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO DRIVE STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY 7. NO WORK SHALL BE PERFORMED WITHIN THE RAILROAD RIGHT-OF-WAY WITHOUT A 0 P� P� REPRESENTATIVES. nn: • CONTRACTOR RIGHT AN ENTRY PERMIT, FLAG REQUESTS SUBMITTED L NCTD, AND A NCTD �, NOTE T FLAGMAN PRESENT DURING ALL CONSTRUCTION AND RELATED ACTIVITIES, NOTICE: FOR LOCATION � GABLES AND APPURTENANCES CONTACT COX CABLE �' � .(+�• TELEVISION COMPANY. TELEPHONE: (760) 806-2016. 8. THE CONTRACTOR SHALL COMPLY WITH AL ENVIRONMENTAL AND THIRD PARTY ": G�Ic 12. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY PERMITS AS REQUIRED BY THE WORK. THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE THE CITY INSPECTOR. 9. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR EACH f" SAN CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR IMPROVEMENTS 13. THE CONTRACTOR SHALL CONTACT LEE KUHNS 760-967-2851 AT NCTD FOR EQUIPMENT OPERATOR TO HAVE CONSTANT AND DIRECT RADIO CONTACT WITH THEIR PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE ALL FORMAN. THE FORMAN WILL IN TURN HAVE CONSTANT AND DIRECT RADIO {t- ELIJO NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND RAILROAD SIGNAL MARKOUT. NCTD IS NOT A MEMBER OF UNDERGROUND SERVICE CONTACT WITH THE NCTD FLAGMAN/EIC. f LAGOO OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. ALERT. 10. THE CONTRACTOR SHALL HAVE THE PERMITTED STAMPED SET OF PLANS ON-SITE. S21 t A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES 14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS • DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY AT NO COST TO WORK WILL BE TERMINATED BY NCTD SHOULD NO STAMPED PLANS BE ON-SITE. FOR PUBLIC WORKS CONSTRUCTION (2006 EDITION), THE SAN DIEGO STANDARD p�'� (��j r p ( � �` �°�/ THE CONTRACTOR. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 11, THE CONTRACTOR SHALL CONTACT NCTD AT (760) 967-2851 48 HOURS IN k.✓ N T A T4J R R E J f O N J I B I L I 1 6 CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), ADVANCE FOR ANY INSPECTIONS REQUIRED IN THE ROE PERMIT, A A 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE THE SAN DIEGO REGIONAL STANDARD DRAWINGS (APRIL 2006 EDITION), CALTRANS VICINITY MAP APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY, A PERMIT STANDARD PLANS AND STANDARD SPECIFICATIONS (MAY 2006 EDITION), AND THE 12. ALL WORK ON OR ADJACENT TO THE SAN DIEGO TROLLEY SHALL ALSO ADHERE TO S HALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR SPECIAL PROVISIONS FOR THIS PROJECT, NCTD REQUIREMENTS, 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY AT NO COST TO THE CONTRACTOR. NO SCALE SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY 15. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS 13, THE MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MAY APPROACH THE JOB ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR 3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT-OF-WAY SHALL BE CONSTRUCTED, REMAINING IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR SITE IN ANY DIRECTION, AT ANY SPEED, AT ANY TIME, AND MAY STOP AND CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. OCCUPY THE TRACK WITHIN THE CONTRACTOR'S WORK ZONE FOR AN UNDETERMINED STANDARDS, LAWS, AND REGULATIONS. AND PAVING. 16. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK PERIOD OF TIME. 2. CONTRACTOR MALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WHICH IS DISTURBED N DESTROYED SHALL D AN ESTABLISHED AND REPLACED BY 14. NO PERSONNEL SHALL CROSS ANY TRACK WITHOUT THE APPROVAL FROM THE NCTD PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND WORK, CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR, A CORNER FLAGMAN. NOT BE LIMITED TO NORMAL WORKING HOURS. EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO REQUIREDERTI THE L OF COMPLIANCE OR RECORD OF SURVEY SHALL BE FILED AS PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, TO 15. ONLY THE NCTD FLAGMAN IS PERMITTED TO PERFORM FLAGGING OPERATIONS WITHIN 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND/OR ANY LOCATION OF EXISTING FACILITIES. THE CITY OF ENCINITAS, PROOF OF RECORDING. THE RAILROAD RIGHT-OF-WAY. BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH 17. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTA71ON CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CONTROL SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A STATE OF CROSS GUTTER AND PAVING. EROSION CALIFORNIA REGISTERED CIVIL ENGINEER RECORD OF SURVEY,TO PRACTICE LAND SURVEYING, A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL TI F I �A TI C}N 18. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL-ENGINEER, AS THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE REQUIRED BY THE LAND SURVEYORS ACT. MAINTENANCE SHALL CONFORM TO SECTION 7-8 OF THE STANDARD 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760) 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. SPECIFICATIONS. 633-2778, AND NCTD AT 760-966-6700, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF 19. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT° DRAWINGS ON WHICH ALL 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOU71ON OR CONSTRUCTION. OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHAWN ON THESE PLANS, CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE ALL TIMES DURING RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE HOWEVER' RECORDED, A COPY OF SAID "AS-BUILT" DRAWINGS SHALL BE PROVIDED TO THE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CITY OF ENCINITAS WHEN REQUESTED. CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CONSTRUCTION. IF DURING POT HOLING THE CONTRACTOR DISCOVERS A POTENTIAL ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE, IT IS THE 20. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR RIGHT-OF-WAY WITHOUT APPROVAL BY THE CITY ENGINEER, 3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME STRUCTURES AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND (SWPPP) AND OBTAIN APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START FOR REVISIONS TO BE MADE TO THE PLANS 70 AVOID CONFLICTS PRIOR TO THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 21. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR OF ANY WORK. DEVICES SHOWN IN THE SWPPP SHALL NOT BE MOVED OR MODIFIED START OF UTILITY INSTALLATION. a. SEWERS.................. ....__. ENCINITAS SANITARY DIVISION WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR, b, GAS & ELECTRIC...... __ SAN DIEGO GAS & ELECTRIC IS REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES ,, CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY c. WATER..........................._ SAN DIEGUITO WATER DISTRICT (800) 422-«4133 DIG ALERT INTO WHICH A PERSON i5 REQUIRED TO DECEND. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN-OFF PRODUCING IDENTIFICATION NUMBER, AT LEAST (3) DAYS PRIOR TO THE START OF ANY d, TELEPHONE.,.,,,. _............. COX RAINFALL. CONSTRUCTION. e. CABLE TV......................... COX CABLE 22, NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE f. MCI {CONTACT IS ALAN NAGEL AT (951)681-4863 GENERAL NOTES IN CASE OF CONFLICT. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS ABBREVIATIONS MAY BE REQUIRED OR THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE 4P1 ALL CALLS FOR INSPECTION, PHONE: (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE & THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY DIEGO(� ( SUBJECT TO REJECTION AND REMOVAL. AC = ASPHALT CONCRETE VERT. = VERTICAL PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED DIEGO 1 \ E I L STANDARD DRAWINGS LIP = GUTTER LIP HORIZ. = HORIZONTAL WATERS CREATE A HAZARDOUS CONDITION. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT EP = EDGE OF PAVEMENT SDRSD = SAN DIEGO REGIONAL (1-800-422-4133) NOT LESS THAN TWO (2) WORKING DAYS PRIOR TO CONDUCTING ANY TC = TOP OF CURB STANDARD DRAWINGS 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP SHALL BE DRAWING NO. DESCRIPTION EXCAVATION WITHIN THE PUBLIC RIGHT-OF--WAY AND TO EXCAVATION WORK CONDUCTED ON FL = FLOWLINE PP = POWER POLE INCORPORATED HEREIN. PRIVATE PROPERTY. TB = TOP OF BERM 8• GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE SDRSD D-T44A WARPED WING WALL Underground snrilee Alert SAN DIEGUITO WATER DISTRICT FACE of SLOPE AT THE CONCLUSION OF EACH WORK DAY. SDRSD D--70 GUNITE DITCH 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE SDRSD D-72 CUT OFF WALL ca WE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN RENEWED BY: PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%), SILT AND OTHER DEBRIS 1-800 422--4141 33 CALL TALL SHALL BE REMOVED AFTER EACH RAINFALL. sma aep wvn xa DATE. DESIGNED By DRAWN By CHECKED BY ENGINEERING DEPARTMENT DRAWING NCI, REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY ENCINITAS "OG 145" PLANS PREPARED UNDER SUPERVISION OF RECD D PR IMPROVEMENT PLANS FOR HORIZONTAL " I 100 EAST OF INTERSECTION OF LA COSTA --� DATE: BY: 8Y: ` � �°� g & HWY 101 ON LA COSTA ON RR L RqY 80 AS PETER COTA/-ROBLE V VE. L t J I fit BLVD, OVERPASS SW COR. SIDEWALK VERTICAL ENGINEER R.C.E. NO. DATE: DATE: �.�161Q ---__ ELEV. 59.368 FEET, DATUM: NGVD 29 EXP. R.C.E. NO.: 22312 R.C.E. NO.: 52176 WORK PROJECT NO. CMD088 SHEET 1 OF 3 :77-,7­7 7 7-7 7 T ------- _7� 7 7 -- - ---- .. 7- 7,'7.: - _7 7 - ___-7,777 77 7_7 7=_ 77: =7 77 77- Z7777 777- 7... .77__77 -0. .......... ------- =77. 7, 77 7.- _,, � -, __ � : 7 -:7 7 �:7 7­= 7 7, 7""'. �z j 7 =7�77 4� 7,777 ......... o _70, _iL =7_ _7 w ov 7 -,_,zz, 7 7- 7117.__1-1 77- o_e: 7, =T-, =7__7 _777 _77=7 7 _j -.7 .7 =777=777 n,.=77=77, 7- "77 -7 -7 77-h! =Z� z :�:.7-:7 7 -7-,, 7777 =777 =,,"7 777 77 7= 777' 7 -7 7 77-7 L77 - ------- :-7, =7 -4-- 77 7: =7-7 7:7,77 7, 77,7771-=7 7­,___ A==_ 7.� 7. :7, A----- --- 7 7: T'_7 7 7 :�:ZZ7 7 i.,�: 7= ------- 7- 77777 77: 7-�7- 7 -�-77 7=, ------ =7=7 7 7 ,2,JZ� ------ m 7-=7 77,' 77 7 7- 7 -777=7.77-7 -:77 =7 �7 77 =Z, �7. o -7 77 777, 7— 7- 4- 7 7--7-7,7- 77','7=77oo -.7 _�7_ 7_7 7 7 4 aE�mj _7�7 =7 --7---—7 --7- 77 7- 77 7,7 4, zz_ Z, �4-7-_- 16 A-' ...........- 7 7=q -T-= W =Fw= n� 7n-7­77 7_7 7=7, =7, i 7 w WNW WA.- UL u ZaA 7177 7=' 7,77 -7-77 77- 7 7!-. _77 -7: v Z 7, 77 77 ------ =7 7 77 :7�7 :z:z, 77=7:7=77 777 777- 7=7- ------ 7-7-7- 7=77: 7=7 77 ------- 7 ------ n: 7L il, 7.o=: 7, =-z 7 777 _Z :7= =7 -7 -7:7 =7 7 71� 7= 77 az= -7- -,71 71 Z 77 =7 77*�7 77 79-777 777 -4. 77 =7 =7 Z:= =7 _j _,77 .7 7�,,=7 7_7 7--- -------r,_ 77 _7 7 7 T i im ------- _7 =a.: ___z, =7 L =2: -,7- -77 7 .7= 7 =7 7 797 -7-- 7-- __7 ............. 77 7777�� _7 - '7- 7'�-7'�-, '7 777 -7 7­7 o 7-7, 7 "7== 7 7. 7 =7' j 7 777-77:7-77 77 -7- __7 7= =7 ._777 7­7 -77 7— 7 y ------- ....... --------- -7 7= 7� =77_7r= ------ _7 7- -7 -4 77- ------ 77o7h=7 Z_ 7-9 7. Z7..7 7 n% 7- 777, '7= 7- 7- ------------- PROFILE q.— 7'�77 77= 77 7�' 7"=7 7- VERT. 1 2 -------------- -7 777 77 777 7-7-7 _7 77 7- -7- 0 A H R I Z 1 2 0' SCALES 7+00 6+00 5+00 PLAN 3+00 2+00 1 +00 HORIZ. 1 20' :1 E VARIES STORM DRAIN DATA 25.00' VARIES NO. LELT EARING RADIUS LENGTH REMARKS 7_0 37t r__v I rL OF PROPOSED NOTE: VARIES VARIES 1 4248 22.W'14.81 N' RCP q OF EXISTING OF EXISTING VARIES VARIES 5' CHANNEL D DIRT RR TRACKS DAYUGHT AT N 6—0*02'31 m W 6.50' WARPED WINGWALL PER D-44A RR TRACKS VARIES CHANNEL ALONG R/W LINE. EXISTING—\ VARIES EXISTING GROUND N 60-02 3.3W GUNITE CHANNEL GROUND O.W 31m W VARIES 1 V4 7=- r' -77 GRADE VARIES '02#31" W STI C! 4 A-45*01100" 40. 31.42 GUNITE CHANNEL R/W N 15 �!77 'r� EXII 557.757 DIRT CHANNEL ------------------ 7 2% GROUND DAYLIGHT AT EXISTING GROUND EXISTING TOPJ Z&I SLOPE OF BALLAST z P DAYUGHT AT F)aSTING -I SLOPE uj EXISTING TOP N z"Z" 3:1 SLOPE 7.20' .5. OF BAUIAST _j I)AYLMT AT E G TOE OF BALLAST w rOE OF 8 z co 3.1 SLOPE Im z z a C4 z ASM GUNITE CHANNEL NOTE: ri Q DIRT CHANNEL ai ASPH NO SCALE BERM SPOIL FROM GRADED DIRT CHANNEL w V) NO SCALE 31: VULCAN AVE ALONG R/W LINE AS SHOWN IN DIRT Z3:uj rl T. 4D C4 8 CHANNEL TYPICAL SECTION ON THIS SHEE + TO 62.3f Z�_ + 0 0 N Kc --------- ------ ASPH + FL 59.4S w + 60 GRADI ...... R 1 60, ....... ---------- eo, 60-25, ;6 7"v 5D, 60.25 Ile -59�7 b------ -OF W rr� ___ , ___l, UMITS GRADING' _p ....... uv ------ZZZZ_wlffl_,_�_ N 26, -7.75' + 58 -------- ....... RR'&I so '7�50' 75, 58 1 MW BALLAST GRADE TO DRAIN ------- TOE OF H.P. 5T__ IN AT & SF RR DAYLJG QHT A —10&t OF T A DAYL�f A 60 ............. ..........----------- ------ .......... ............ ----------- —----- 20, 0 1 V 2V R/W GRAPHIC SCALE I INCH = 20 FT. HWY 101 DESIGNED BY DRAYM BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT. -- -CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 71 7 "OC 145" 1 pp=20' DER SUPERVISION OF RE IMPROVEMENT PLANS FOR 100' EAST OF INTERSEC11ON OF LA COSTA HORIZONTAL DATE: BY'_2nt B Y: & HWY 101 ON LA COSTA ON RR EROY-1 0042- DI OVERPASS SW COR. SIDEWALK 1 2)=2 R.C.E. NO.: DAT DATE: 2/vjQ me VULCAN AVE. @ LEUCADIA BLVD. 68 FEET, DATUM: NGVD 29 VERTICAL ENGINEER EXP.: R 22312 '52176 ELEV. 59.3 C. . NO.: R.C.E. No W PROJECT NO. CMD08B ,.1 2+50 4+00 , S s -20 0 20 40 -20 20 40 5+00 6+00 6+57.74 r 60 60 so ,e. . . . so _ sa 2+00 3+50 t. y ' A fia 60 60 _ i so 5s 20 _ 56 20 a - ss gs 56 20 0 - 20 40 -20 0 20 40 I S� -20 0 20 40 -20 0 20 40 4+50 5+50 6+50 1 +50 3+00 7+00 ,r 60 _ __ 80 60 ' 60 60 60 60 60 A ✓ F ,...._. X 56 56 56 56 _ '. _ _.. : ._ 56 56 -20 0 20 40 -20 0 20 40 -20 0 20 40 -20 0 20 -20 0 20 40 -20 0 20 40 CROSS SECTIONS VER T. 1"=2' SCALES HORIZ.1 =20' REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED By DRnwN By ( tECKED By APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECO PR IMPROVEMENT PLANS FOR HORIZONTAL -20 DATE: BY: BY: i 0 q"22312 D S PETER COTA -ROBLES r 1��2, R.C.E. NO.: DATE: �� DATE: �� VULCAN AVE. @ LEUCADIA BLVD. VERTICAL ENGINEER EXP.: R.C.E. NO.: R.C.E. NO,: 521 T6 WORK PROJECT NO. CMD08B SHEET 3 OF 3