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7269 PROJECT PLANS FOR THE CONSTRUCTION OF THE NCTD P LOT CITY OF E SOILS ENGINEER'S CERTIFICATE LEGEND SYMBOL I, JIM KNOWLTON A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, EXIST. R/W.................................................. .................................... PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY < EXIST. SIGNS..,,.......... .......................... ....... ...... 0 ................ _ THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE v r 700 - WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES AND 101 < n 5 EXIST. CONTOUR....................................... ........................ . . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, 1'2 ENCINITAS BLVD EXIST. WATER MAIN ............................ ............................................. WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. EXIST. SEWER MAIN _-------------------------------- ---------------- FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE Z EXIST. GAS LINE. ............................................. ............................... . RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN H - --- - -- --- INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. W. E ST E. E ST o A EXIST. TELEPHONE LINE------------------------------ ------------------------------------- - — -T — 2 o EXIST. CABLE LINE r McNEIL AVE ,-� � � --------- --------- --------- --------- --------- ----- - -Cr"-.TV--- -- 1000 d PROP. CONTOUR ............................... _ --700- RCE NO.: SS�iS4 s E. F ST ----.......................................... < ' REQUEZA ST PROP. MASONRY BLOCK RETAINING WALL ....................................... EXP. DATE: O o d� A PROP. KEYSTONE TYPE RETAINING WALL ........................................ /r p PROP. K-RAIL WITH 6' FENCE- ------------------ ........................ VICINITY MAP PROP. STORM DRAIN----------------------------------- --------------------------- (NO SCALE) PROP. HYDRAULIC GRADE LINE ............._..............................I-------- PROP. WATER METER WITH BACKFLOW PREVENTER---------P-2.......... - 5MBFP PROP. 18"X18" CATCH BASIN WITH FOSSIL FILTER______-DETAIL_SHT,_C-3A_ DECLARATION OF RESPONSIBLE CHARGE PROP. TYPE 'A' CLEAN OUT................R-9_____-__--.-__..... . . ... . . .... – — PROP. TYPE 'F' CATCH BASIN- --------...--D-7--------------------................. — I HERE BY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT i HAVE PROP. TYPE 'B' CURB INLET_ ...............D-2 EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 O T THE BUSINESS AND PROFESSIONS CODE, AND THAT DESIGN IS CONSISTENT WITH SHEET INDEX PROP. CONCRETE LUG_________------------------D- 63.......... . - — SHEET NO. SHEET DESCRIPTION PROP. P.C.C. SIDEWALK -----------------------G- I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY 111LE DRAB. PROP. A.C. PAVING SECTION-- - --- - --- -------- ' OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. T-1 TITLE SHEET/SHEET INDEX PROP. REMOVE & REPLACE A.C. PAVING SECTION---------- ------------ T-2 WORK TO BE DONE NOTES PROP. TRENCH RESURFACING PER CITY OF ENCINITAS STD. DETAIL............... xr x ' HALE ENGINEERING CryL DRAWNG 7840 CONVOY COURT PROP. A.C. OVERLAY----------------------------------------------------------------------- 0 SAN DIEGO, CA 92111 C-1 SITE PLAN (858) 715-1420 C-2 GRADING AND DRAINAGE PLAN PROP. CURB AND GUTTER...................G-2,--G-10_---_________________._.__ BY: �"`' DATE: 6/12, /03 C-3A STORM DRAIN PLAN (LINE A & B) PROP. CURB- ___..........................__-----G.. . .... .. __----.-„-,----------- - ARK L. HENNING C-3B STORM DRAIN PLAN (LINE C) PROP. PED. RAMP -------------------------------G-27,--G-32 \ �\ R.C.E. NO.: 58007 EXPIRES- 06-30-06 C-4A RETAINING WALL PLAN (WALL A) C-4B RETAINING WALL PLAN (WALL B, C & D) PROP, ALLEY TYPE DRIVEWAY PER SPECIFICATIONS------------------------ C-4C RETAINING WALL SECTIONS (WALL A, B & D) FILL / CUT SLOPE (2:1 MAX. UNLESS OTHERWISE SHOWN) C-4D RETAINING WALL NOTES AND DETAILS (WALL A, B & D) C-5A VULCAN AVE. IMPROVEMENT PLAN DAYLIGHT LINE .................. (STA. 10+00 TO 14+00) DIRECTION OF DRAINAGE.......................................-------------------------- C-5B VULCAN AVE. IMPROVEMENT PLAN (STA. 14+00 TO 18+36.51) FINISH GRADE ELEVATION ....................... OWNER'S CERTIFICATE C-5C E' STREET IMPROVEMENT PLAN ... ....................... \E X00 p0 INVERT ELEVATION ....................... ........... C-6 ON SITE SIGNING AND STRIPING PLAN F� 700 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR FLOWLINE ELEVATION - -------------------------------------- ------------------------------ - pp WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE C-7 VULCAN AVE. SIGNING AND STRIPING PLAN �1 9 TOP OF WALL ELEVATION -------------------------------------------------------------- COMPACTION AND STABILITY OF THE SITE. LANDSCAPE DRAWN G SF X00 00 DATE: L-1 IRRIGATION PLAN TOP OF FOOTING - 0R 1p000 SIGNATURE L-2 - L-4 PLANTING LEGEND, DETAILS AND NOTES GRATE ELEVATION ----------------------------------------------------------- -------------- L-5 PLANTING PLAN L-6 PLANTING LEGEND, DETAILS AND NOTES L-7 - L-10 LANDSCAPE AND IRRIGATION SPECIFICATIONS ELECTRICAL DRAWING E-1 SITE LIGHTING PLAN E-2 SITE ELECTRICAL PLAN EARTHWORK CUT = 260 C.Y. FILL = 4,580 C.Y. IMPORT = 4,320 C.Y. (NOTE: THE ABOVE QUANTITIES ARE FOR REFERENCE AND FEE PURPOSES ONLY. THESE QUANTITIES DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS. SINCE THE ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS i �S1r"'sg USED BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN i�sU'�hF F THE ENGINEER GUARANTEE THE EXACT SOIL CONDITION OVER THE ENTIRE SITE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK SAN DIEGUITO WATER DISTRICT ,n N0.58007 C m >' A/� T �j �Tr T�T T�Tr �� �) QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING L,- / ENGINEERING loll YEERI Y U �.,f / CONSTRUCTION HPUORPOSSES.�TITIES FOR BIDDING, CONTRACT, AND CIVIL ENCINEERING SURVEYING LAND PLANNING (v�IZg o 3 7840 CONVOY COURT (858) 715-1420 REVIEWED BY DATE: SAN DECO, CA 92111 (858) 715-1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED 3-'ST_ 0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY CO MH MM MH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. BENCHMARK: oc-0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPR VED TITLE SHEET FOR: 7729 M DESCRIPTION: BRASS DISC STAMPED OC-140 HORIZONTAL NONE LOCATION: NORTHEASTERLY CORNER OF DATE: IS 12 03 1 0 RAILROAD BRIDGE ABUTMENT AT INT. BY. � BY: NCTD PARKING LOT T-i 58007 OF AT&SF RR & ENCINITAS BLVD. VERTICAL NONE R.C.E. NO. z MARK L. HENNING DATE, lv /2 0.3 DATE: / A.P.N. 258-190-27 z ELEVATION: 77.489.FEET DATUM: S.D.000NTY EXP. 6/30/06 WORK PROJECT N0. SHEET 1 OF 27 0 WORK TO BE DONE A. GENERAL F. IMPROVEMENTS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED WORK WITHIN THE STREET RIGHT-OF-WAY. DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 2. THE SOIL REPORT TITLED "GEOTECHNICAL EVALUATION PARKING LOTS A & B ENCINITAS COASTER STATION RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY ENCINITAS, CALIFORNIA", PREPARED BY, NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SCIENCES CONSULTANTS, DATED NOVEMBER 15, 2000. ADDENDUM TITLED "IN-PLACE TESTS NCTD PARKING LOT "B° 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. D UTILITIES WITHIN THE RIGHT-OF-WAY SHALL BE CONSTRUCTED, CONNECTED AND ALL UNDERGROUND ENCINITAS, CALIFORNIA. PREPARED BY GEOPACIFIC, INC. DATED JULY 19, 2001. SHALL BE CONSIDERED AS UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED 4. A PART OF GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. TESTED PRIOR N CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. AND SPECIFICATIONS CONTAINED IN SAID REPORT. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES 5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED Q WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR ACTUAL LOCATION OF EXISTING FACILITIES. GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS BUILT" FOR LOCATION EXISTING PRIOR TO GRADING. HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 6. OF CABLE AND APPURTENANCES CONTACT (800) 422-4133. 5. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL OR A LICENSED LAND SURVEYOR. ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 7. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, 8. ALL LUMINARIES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. LAWS AND REGULATIONS. D. EROSION CONTROL 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHEILDS AT (760) 633-2778 SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7: 30 A.M. NOR ON SATURDAYS, SUNDAYS G. NCTD RIGHT OF ENTRY AND CITY RECOGNIZED HOLIDAYS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-ENTRY PERMIT FROM NCTD. THE PERMIT WILL INCLUDE 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ON SITE WITH CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN REQUIREMENTS FOR INSURANCE, CONTRACTOR RAILROAD SAFETY TRAINING AND DEPOSITS FOR THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOIL ENGINEER, GRADING CONTRACTOR AND IS IMMINENT. THE NCTD COSTS FOR FLAGGING AND CONSTRUCTION REVIEW. ADDITIONAL ITEMS MAY BE REQUIRED. PERMITTEE. THE PREGRADE MEETING SHALE BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633-2770. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS ENGINEERING INSPECTOR. H. NOTES FOR WORKING ADJACENT TO RAILROAD FACILITIES: PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE PROPOSED HAUL ROUT. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY SATISFACTION OF THE CITY ENGINEER AFTER RUN-OFF PRODUCING RAINFALL. ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 1. ALL THE WORK WITHIN RAILROAD RIGHT-OF-WAY SHALL BE PERFORMED IN 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED ACCORDANCE WITH THE FOLLOWING NCTD RULES: 10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN AND/OR FINIAL RELEASE OF SECURITY, A CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING CIRCUMSTANCES WHICH MAY ARISE. A. GENERAL CODE OF OPERATING RULES. UNDER PERMIT NO. 7729-1 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED B. SAFETY AND GENERAL RULES FOR ALL EMPLOYEES. GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN." THIS STATEMENT SHALL BE FOLLOWED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT C. RULES AND INSTRUCTIONS FOR MAINTENANCE-OF-WAY AND STRUCTURES. BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATIONS. PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. D. REGULATIONS GOVERNING CONTRACTORS AND OTHERS WORKING ON ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE NCTD PROPERTY. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. 7. 12. THE CONTRACTOR SHALL PROVIDE HANDRAILS AS SHOWN ON THE PLANS, AND IN ACCORDANCE WITH ADA AND UBC INCORPORATED HEREON. E. A.R.E.M.A. (AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION) REQUIREMENTS AND SHALL PROVIDE SUBMITTALS PRIOR TO INSTALLATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE 2. CONTRACTOR EMPLOYEES ARE PROHIBITED FROM POSITIONING THEMSELVES, PLACING MATERIAL, OR 13. K-RAIL WITH 6 FEET FENCE SHALL BE INSTALLED ADJANCENT TO THE EASTERLY TRACK FOUL LINE PRIOR TO ANY AT THE CONCLUSION OF EACH WORK DAY. POSITIONING MACHINERY WITHIN 20 FEET OF THE NEAREST RAIL OF MAIN LINE TRACK (25 FEET FROM THE CENTERLINE OF TRACK) UNLESS UNDER CONTROL OF NCTD RAILROAD FLAGMAN AT EACH WORK OTHER ON SITE WORK. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH LOCATION. WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 3. FLAGMAN SHALL BE IN DIRECT CONTACT WITH THE PERSONNEL AND EQUIPMENT BEING PROTECTED. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF IF WORK IS SPREAD OUT OVER A SECTION OF TRACK AND A SINGLE FLAGMAN CANNOT MAINTAIN GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPE SHALL BE STABILIZED CONTACT AT ALL TIMES WITH ALL PERSONNEL AND EQUIPMENT, ADDITIONAL FLAGMEN MUST BE B. NOTIFICATIONS WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND UTILIZED. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 4. THE EXPENSE FOR THIS FLAG PROTECTION SHALL BE BORNE BY THE CONTRACTOR. APPROXIMATE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: RATE FOR ONE PERSON IS ESTIMATED AT $71.00 FLAT RATE FEE INCLUDING OVERTIME, HOLIDAYS AND WEEKENDS. THERE WILL BE A FOUR HOUR MINIMUM CHARGES. WITHIN FIVE DAYS OF THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING E. HYDROSEED NOTICE-TO-PROCEED SUBMIT WRITTEN REQUEST TO JAMES CUNNINGHAM AT NCTD PHONE UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 760-966-6538 PER THE DISTRICT'S "FLAGMAN REQUEST FORM" INDICATING THE PROPOSED DATES AND CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR TIMES AND NUMBER OF FLAGMEN REQUIRED. NO SITE WORK SHALL BEGIN UNTIL THE PROPOSED VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) SCHEDULE HAS BEEN ACCEPTED BY THE ENGINEER. CHARGES FOR FLAGMEN SHALL BEGIN AND END AT a. SEWERS - ENCINITAS SANITARY DIVISION OR STEEPER WHEN THEY ARE: THE JOBSITE. b. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC a. THREE FEET OR MORE IN FILL AREAS. c. WATER b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE 5. WITHOUT THE EXPRESS INVOLVEMENT OF THE FLAGMAN, AT NO TIME SHALL THE CONTRACTORS SAN DIEGUITO WATER DISTRICT (800)422-4133 DIG ALERT TO EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. ACTIVITIES "FOUL THE TRACK" I.E. COME WITHIN 8.5 FEET AT THE CENTERLINE OF THE CLOSEST TRACK. d. TELEPHONE - PACIFIC BELL SUCH ACTIVITIES INCLUDE CRANE BOOMS, EXCAVATION BUCKETS ETC. THE FLAGMAN, AND THE e. CABLE TV - COX CABLE 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE FLAGMAN ONLY WILL PROVIDE APPROVAL TO "FOUL THE TRACK" AFTER FIRST OBTAINING "TRACK AND f. NCTD- NCTD UTILITY MARKOUT REQUESTS ARE ARRANGED THROUGH MR. JAMES MERRITT, GROWTH OF THE HYDROSEEDED GROWTH. TIME" OR OTHER FORMS OF PROTECTION AT HIS DISPOSAL. MANAGER OF MAINTENANCE OF WAY, AT (760) 967-2868 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: g. 12" H.P. GAS LINE- THE GAS COMPANY (RICK MIRANDA) (714) 643-3198 1. SEED MIX SHALL CONSIST OF NO LESS THAN: 6. A CONTRACT BID ALLOWANCE FOR FLAGGING HAS BEEN ESTABLISHED AS SHOWN ON THE BID PRICE FORM. COST IN EXCESS AT THIS AMOUNT WILL BE BORNE BY THE CONTRACTOR. SUCH COSTS WILL a. 20 LBS. PER ACRE OF ROSE CLOVER BE DEDUCTED FROM SUBSEQUENT CONTRACT PAYMENTS AT THE RATES SHOWN. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON b. 20 LBS. PER ACRE OF ZORRO FESCUE THIS PROJECT. PHONE (760) 633-2770. c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA 7. FOR WORKERS AND RAILROAD SAFETY, TO ENSURE NO "FOULING AT THE TRACKS" AND FOR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2770. d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA EFFICIENCY OF OPERATION, THE CONTRACTOR, AMTRAK OR NCTD MAY WISH TO REQUEST THE FLAGMAN ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) SET UP FORM "B" PROTECTION. f. 1/2 LB. PER ACRE OF DIMORPHOLECA 4. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (1-800-422-4133) NOT g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA 8. ALL CONTRACTORS, SUBCONTRACTORS, MATERIALS SUPPLIERS AND OTHER WORKING ON NCTD LESS THAN TWO (2) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS PROJECT. THIS BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. PROPERTY SHALL HAVE TAKEN AND PASSED A "RAILWAY WORKERS TRAINING COURSE" IN ACCORDANCE REQUIREMENT SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT-OF-WAY AND TO WITH 49CFR, PART 214C AND NCTD REGULATIONS. THIS INFORMATION SHALL BE PART OF EACH H. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. USA WILL PROVIDE THE CALLER WITH AN INQUIRY DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. SUBCONTRACT AND BE COMMUNICATED TO ALL CONCERNED PARTIES IN WRITING AT THE INITIATION OF CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING THIS NUMBER AND PRODUCING IT TO THE OWNER OR HIS IDENTIFICATION NUMBER" WHICH WILL SERVE AS PROOF THE TIME AND DATE THAT THE CALL WAS MADE. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED CONTAINERS WITH THE PROJECT AND REINFORCED BY POSTED REGULATIONS ON THE SITE. WORKMEN WITHOUT THE PROPER SAFETY TRAINING CERTIFICATION DISPLAYED ON THEIR HARD-HATS,CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO OR PRINTED WILL BE DISMISSED FROM REPRESENTATIVE UPON DEMAND. NO EXCAVATION PERMIT SHALL BE VALID UNTIL THIS NUMBER HAS BEEN OBTAINED THE RIGHT-OF-WAY. NCTD WILL ORGANIZE AND PAY FOR AN INSTRUCTOR FOR SUCH A TRAINING PURSUANT TO SECTION 4216 OF THE GOVERNMENT CODE. ON SAID CONTAINERS. COURSE PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHOULD SCHEDULE A MINIMUM OF THREE j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION (3) HOURS FOR A TRAINING COURSE. ALL COSTS INCURRED BY THE CONTRACTOR ASSOCIATED WITH C. GRADING OF THE CONTRACTOR. PERSONNEL ATTENDANCE AT A COURSE ARE TO BE INCLUDED IN THE CONTRACT LUMP SUM PRICE. IF SUBSEQUENT TRAINING COURSES AR REQUIRED, CONTRACTOR SHOULD ALLOW $300.00 PER COURSE TO 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS/HER 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) BE PAID TO NCTD. DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL, WHEN STRAW AND BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF 9. CONTRACTOR SHALL DESIGNATE A RESPONSIBLE INDIVIDUAL TO BE AVAILABLE TO RESPOND TO WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS THE STRAW INTO THE SOIL. EMERGENCY CALLS AND PROVIDE THE ENGINEER, NCTD, LOCAL POLICE, AND ALL EMERGENCY RESPONSE HE/SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER AGENCIES IN THE AREA WITH THE INDIVIDUAL'S NAME AND TELEPHONE NUMBER AT WHICH THAT PERSON SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE MAY BE REACHED AT ALL TIMES. SUCH PERSON SHALL HAVE FULL AUTHORITY AND CAPABILITY TO IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS RATE OF 500 LBS. PER ACRE. MOBILIZE FORCES PROMPTLY AS REQUIRED TO RESPOND TO AN EMERGENCY AND TO PROTECT THE ARE ACCEPTABLE FOR THEIR INTENDED USE. PUBLIC. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AREA TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: CAUTION IS TO BE TAKEN DUE TO THE PRESENCE OF AUTOMATIC TRAIN STOP (ATS) INDUCTORS AND ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO OTHER SIGNAL EQUIPMENT ADJACENT TO THE ACTIVE TRACKS AND EVERY PRECAUTION SHALL BE TAKEN PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION a. TRACK WALKING SLOPES STEEPER THAN 6:1. TO PROTECT THIS EQUIPMENT. CONTROL MEASURES HAVE BEEN INSTALLED. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE. 2. CONDITIONING OF THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. e�n`CSS�OB' ` b. THE CONDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS �e� HALE ENGINEERING TO PROVIDE VIABLE CONDITIONS FOR GROWTH. z HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT 7* N® J�6 P. CIVIL ENGINEERING SURVEYING LAND PLANNING IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, 7840 CONVOY COURT UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. gT c'v SAN DIEGO, CA 92111 (858) 715-1420 f Of ChL�E�% \ (858) 715-1424 FAX ^�T \ REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY �11_ w MH MM MH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: OC-0140 DESCRIPTION: BRASS DISC STAMPED OC-140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPR VED TITLE SHEET FOR: M HORIZONTAL NONE DATE: 6 12 0 P NCTD PARKING LOT ° LOCATION: NORTHEASTERLY CORNER OF �/ T-2 RAILROAD BRIDGE ABUTMENT AT INT. BY: BY: OF AT&SF RR & ENCINITAS BLVD, VERTICAL NONE R.C.E. NO. 58007 7 MARK L. HENNING DATE; DATE: 6 a D3 A.P.N. 258-190-27 ! � ! ELEVATION; 77.489 FEET DATUM: S.D. COUNTY 1 EXP. 0/30/06 ® € ! I WORK PROJECT N0. SHEET 2 F 27 ® m T 'ST F S TIREEET!, McNEIL AVE'k EA f_I� D"" 9028 s *1"_ b0l 0 3/4" P SDIC 0 0 ENCR 40 + (�ROTECT l� -v v )d �Iz 13+00 L"�f4� 10+00 VULC�N AV���� ill WATER SERVICE PER VULCAN SDWD STD. NO. P-2 AVENUE 80.12 'E'i STREkT 11+00 12+00 13+00 (IRRIGATION) 14+00 15+00 16+00 w w w W w w ,4 -CALMON + 1 CAUnON + G I_— —1-- — — 04 r EXIST. 12" H.P. GAS LINE EXIST. 12" H.P. GAS LIN c\j C11 THE GAS COMPAW (714)643-3198 THE GAS COMPANY (714)643-3198 2" IP LS 52-92 - _A�ROTECT !N PLACE) __09 EXIST R/W--\ 050058'48" W AC HOW p o 7, 1BFP w 0 Lu >> 5) m 0 771 w Mll�­­ e-1111-- `2 a, P C-) ee W -5 40.0' + 14.6 z2� zb $ �R=4.2 R=4.2 ENHANCED SIDEWA LK PAVEMENT F u i z r SEE SHT. C-5C t w L 7 *6.5 7 1 jg8 �7 - - 00 �'0 x SEE GUTTER TRANSITION 0 Lo 0 TRACK FOUL LINE FUTURE TRACK Z FUTURE SIGNAL HOUSE-7 J c� (6 P6 MANDATORY FLAGGING ZONE i DETAIL BELOW (TYP) (SEE NOTES, SHEET T-2) - — — — — — --4 — — — — — -- - — — — — — — - — — — — — — — - — - — - — - — - — - . . . . . . . . . . . . — - — - — - — - — - — - it - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — . . . . . . — - — - — - -4 - SDNR MAIN TRACK +1 _j — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - - — - — - — — - — - — - . . . . . . — - — - — - . . . . . . . . . . . . — - — - — - . . . . . . . ui CN NCTD R/W RW C N 05058'48" W 1.5' 1.5' NOTES : P A I-, (c �F­L j\jl A P 1\1 0 -12 0 9 2 r6" TYPE G, CURB & GUTTER 1. FOR ON-SITE STRIPING PLAN, SEE SHEET C-6. PER STD. DWG. G-2 2. FOR VULCAN AVE. STRIPING PLAN, SEE SHEET C-7. BLK, I I\jj A P 3. FOR RETAINING WALL PLAN & PROFILE, SEE SHEETS C-4A AND C-4B. 4. FOR LOT GRADING AND DRIVEWAY PROFILES, SEE SHEET C-2. 5. FOR STREET IMPROVEMENTS, SEE SHEETS C-5A, C-5B AND C-5C. 18"X15" CATCH BASIN SEE SHEET C-3A CONSTRUCTION NOTES: 17+00 18+00 CONSTRUCT 6" CURB PER STD. DWG. C-1 i i - — - — F_ GUTTER TRANSITION DETAIL CONSTRUCT 6", TYPE G, CURB & GUTTER PER STD. DWG. G-2 w w w W w w NO SCALE CONSTRUCT 4" AC PAVING OVER 6" BASE CAL N uj LANDSCAPING AND IRRIGATION (SEE SHEETS L-1 - L-10) EXIST. 12" 1 rPIGAS LINE OD 0 1.0, THE GAS COMPA ;_3198 + 0) 0.5' CONSTRUCT CURB RAMP PER STD. DWG. G27 (TYPE A) DOWEL #4 REBAR CONSTRUCT MASONRY 13LOCK RETAINING WALL WITH GUARDRAIL (SEE @ 30" O.C. SHEETS C-4A & C-4B FOR PLAN, PROFILE AND DETAIL) Ld AC 00-M vx;7' @) CONSTRUCT ALLEY TYPE DRIVEWAY PER SPECIFICATIONS w CONSTRUCT 5' WIDE SIDEWALK. 7"Op- K"t _2 e, IN @ CONSTRUCT 0" P.C.C. CURB m -2 1.0 WIDE 4" THICK P.C.C. WALKING STRIP CONSTRUCT 1" IRRIGATION WATER METER PER SDWD STD. NO. G G- G Ix P-2 NTH 1-1/4" BACKFLOW PREVENTER (SEE SHEET L-3) ACCESS GATE TO \ W c>L��BE PROVIDED BY (SEE SHT. C-5A FOR TRENCH RESURFACING REQUIREMENTS) >,'�/\:\77/7 ,\7/7' W CITY OF ENCINITAS 4" THICK BASE @ CONSTRUCT KEYSTONE TYPE RETAINING WALL WITH GUARDRAIL co 4 UNDER CURBS (SEE SHEET C-4B FOR PLAN, PROFILE AND DETAIL) W E DETAIL THIS SHEET) TYPICAL WALKING STRIP DETAIL UTILITY NOTE: _j CRUSHED AGGREGATE NO SCALE v" (1 1/2" TO 3") LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN PROPOSED PAVEMENT) SECTION 10' APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND TOPOGRAPHIC =4.25' SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE o" P.C.C. CONTRACTOR PRIOR TO CONSTRUCTION. CURB r 0 1 1101; 1,IN/ UTILITY ROAD CENTERLINE DATA SEE GUTTER TRA, I I'! �\<UUKKLIUATED STEEL PANELS NO. EIRG.OR DELTA RADR)S LENGTH DETAIL THIS SHT. �YP) N 1 - *6.5 (CONTRACTOR TO PROVIDE SPECS. CRUSHED AGGREGATE-/ 0 Lo (1 1/2" TO 3") - - - - - - - PRIOR TO INSTALLATION) N 05058'48" W 9.58' F1 -+ — — IC-04 — — — — — — — — — — — — — — — -- — — — — — — — — — — — — -- — — — — — — -- — — — — — — — — — 29000'44" 50.00' 25.32' - — - — - — - — - — - — - — - — - — - . . . . . . — - — - — - . . . . . . . . . . . . TYPICAL CORRUGATED STEEL PANEL SECTION 1221 N 23001'56" E 16.76' NO SCALE 29000'44" 50.00' 25.32' N 05058'48" W T 25.00' 'WIS -72 No.5=7 — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - HALE ENGINEERING 20 0 20 40 60 Exp. CNZ ENGINffRING SURVEYNG LAND PLANNING F rmmmmm%m 6=mmmi 'I', po eOF C 0 7840 CONVOY COURT (858) 715-1420 SCALE 1" 20' NOTE : * ALL DIMENSIONS ARE TO FACE OF WALL. SAN BNO, CA 92111 (658) 715-1424 FAX 3-S-T- 0 DESIGNED BY DRAWN BY CHECKED BY (o 13+00 MH MM REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT MH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 13ENCHMARK: OC-0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROKD SITE PLAN FOR: DESCRIPTION: BRASS DISC STAMPED OC-140 HORIZONTAL 1"=20' LOCATION: NORTHEASTERLY CORNER OF DATE: 0 RAILROAD BRIDGE ABUTMENT AT INT. NONE BY, BY. NCTD PARKING LOT C-1 VERTICAL OF AT&SF RR & ENCINITAS BLVD. R.C.E. No 58007 N; 77.489 FEET DATUM: S.D.COUNTY MARK L HENNING EXP, 6/30/06 DATt: 4rv11z1"19 DATE: ��4'�LL,03 WORK PROJECT NO. SHEET 3 OF 27 0 -NE LAVE. ; / OAST 'F' STREET � F-) DRAY s - - \ I EXIST. 6 �R� �;" XI VULCA AVENUE >I — / �_ � _ �, �_ XISTIN CALE TV LINE 1 s� °� - --- =.. � V! W 4l uv e S¢, S S SEE SHEET C-3A FORS - - �" _ - o - - - THE-­GAS. CO__.TO_ADJ S.D. PLAN & PROFILE EXIST, 12" H.P. GAS LINE 1,A o o CSC �N S G GAS VAL TO GRADE W�I - THE GAS COMPANY 714 643-3198 M � EXIST. 8" SEW_rR,., , EXISTING TELEPHONE LINE EXIST. 12' H.P. GAS LINE e XISTidG GAS LINE ,,,,,, TRAFFIC�TED COVER ( _ r r � ,I : THE GAS COMPANY 71464313198 1� -INTACT K MIRANDA �� . SEES C-4B FOR a �5 - rsJ �J' � 9v _ - T -PEA L �? ace �ti T T - ° s SHEI T-.0=fig E8R_ 0 r _ ° ° G' WALT kN & PROFILE sk 3 r ! tt z. a'. a E i = :1`_ _ i- — .0' N 5.O' N I ! '- -_ - °---{-- °f'°°--•'_- ,� -lam pm I O _ - "I CURB \� G' 00 7711 ; G ' °�� G y �j C� j G G l3 w CP i A i !� C o p p _ 011 p A r0o I �� I p W oil 2 L- +p 2 KEXSTdNE TYPE RETAINING EXIST. 12 GAS - 9 f, p W � - \� c3` l ,9 25.0' V �, ~- .� G �i 0 f �'�°'y ` W t� WAL "sE�SkiEEF....E� g F y o�y' I p0 , 0, PLAN & PROFILE Y 8 ��� �� FG \ 0 0 � °�� FG o \\ 9�>�` o T 9 p 9 G � . G �' SEE SHET C-3B FOR °� c C' �• �4> O h F F ` 6 i` °� Z 0 F 10 ��0 N G' 9 9 S 6 40.0 a J I 8j S.D. PLA�! & PROFILE $1� �9 N dip \ `CI yiSEE SHEET C-3A FOR 9 O °� y- �l [ G� 9 I, 6.0' 8.5' T � o F S.D. PLAN & PROFILE �9s0, <?•� �� �- - '��_ °-i-_-.---•{----"`°{-°-°- � . '�- ._Qi.-.,..-.�.._._,7.-,- """°_'�.__.._.-.. ..-.. _ r ^'.`-�JO'.�""`_�q.._-__. __. € 'j,� X �! �-_- I rl '10�,�--_'"1'.-._-. �-" •f ' ✓_._--. __ _�.._J,._.._.__.-d- _..-..-ter ! ° t LT_`_ . �_ ,�I -`°T`�,-'- —�E LFT f ACE OF WALL SEE SHEET C-4A FOR WALL Q _ ° �' (PROP. CATCH BASIN SEE \RAILROAD SETBACK LINE gp' gp' I I 8 0 - -----SEE--SHEET-E---3B.-FOR_ a FUTURE SIGNAL HOUSE Q * RAIL W 6' FENCE ` = ° _ ' FUTURE TRACK �6 * `* - s G h co PLAN & PROFILE �}C � fi DETAIL SHEET 3A (TYP.) GRADED SWALE (� 0.2% - — �F 7 _ - - S.D. PLAI�APPOFILE - SEE GENERAL NOTE 13 SHT T-2 N ' SEE DETAIL THIS SHT. -F+ - -{r�� ._,.--y v`r. 'v7 ,.^, , a rti \v' -- v°r T Qx --C1 g D ALE.. ® 2 D T C z t . ` : t X4S ...,.�-yy� r }�7� Ct �E bEj�li. i15 F{7. { { r i) ra/'..Y1 rl V r-� } _-'st "*/ 5..� i� E.'.^ t,. `S .J ,J U ry7 i _' 4.. °-v lJJ �. i^'7 - 1 -�-- - '- :.° - y-� °t t C? { N3 C - �} - - > T] C}�1I k C { L f Tffi F -C �, ,,, 'S O r°+ ' r+a - _ -� - c r .f'J +"1, ,-q C to ;' is �j (}� 4 ' {Vj ', {..e .^� -G _ r...r-. ____ .i...ra "d L_L :- F� ,.} } �+ t t !"} '..../ j 1. .fib' : °. -•�� 1 '". -_I .. i1C , 's../ -°: S,uOS 4°J l..-+ !.- 'a,. . 'v' s _ .._. �'_.. _}'_"°T'aw- ` - __......,L.L_..z. -S �T '71 3y_ XI ST. Cl�_:T1�- �G _ C - _ c _ °t v '- r - t €t s _. c _ 0 tea__.,, _,. s: - - ra_. _ u { p�1 GRADED SWALE `GRR©ED-_.S1Nf��-E 7 F� GRADE TO DRAIN ° GRADE TO DRA'It� �6 $ ^y , SEE DETAIL TEiIS SHT. O 4 a � SEE DETAIL THIS SHT. t r .. BO a'3 _" �r�rri C� ����r�� 1\10, —12092 SCALE I. 11 °�4 1„ 2 p PROP. P.C.C. ALLEY TYPE PROPOSED GUARDRAIL SEE o,L� DRIVEWAY PER SPECS. l RAILROAD SETBACK GUARDRAIL DETAIL SHEET C-4A FC FG 929 �G 9235 ( I� I 1\j1 P J J LINE (3 pC " 92 p0 0% 1 5- 1q FL _ g1• p$ 91 4 AC PAVEMENT 4.0% SETBACK FG FG 0 32 OVER 6" BASE LINE EXISTING 3.5' MIN. \/ \ I /: / GRADE � *51.5' MANDATORY / /v �, — — — — _.__..__..__.._ ____ __.�a- -___...Y .._�__.____________. ___________��;_ 4' FLAGGING ZONE — (SEE NOTES, — — COMPACTED SUBGRADE - -5 - SHEET T-2) PROPOSED RETAfNING WALL - - - //\// DEPTH VARIES *0 5' / ° tt Vf ti ! 'd l 0' - 1' / EXIST. GROUND GRADED SWALE DETAIL "' EXIST. 12" LINE NO SCALE � �. FACE OF WALL= 1¢ gg £ AS COMPANY (714 643-3198 Yr PROF.FQIE_. x T <. T 5 T — WALL PLAN & 5, ', ar D SECTION A—A of / SCALE: 1" = 10' HORZ. W _—_ - _ ---- > Lo $ PROPOSED GUARDRAIL SEE PROP. P.C.C. ALLEY TYPE W — c O T _ -- -- -. - - 0' GUARDRAIL DETAIL SHEET C-4A -- O 0 CURB ,} C s DRIVEWAY PER SPECS. RAILROAD SETBACK 6p ^� 9A�0 �O rn ro 4' AC PAVEMENT _ 9 _ GRADED SWALt' LINE �G��. GPti' OVER 6" BASE �� ; o Z --- 7�,,, N ~� *51.5' MANDATOR <po ✓y J _ S FLAGGING ZONE -- � I"' •� � , (SEE NOTES, — COMPACTED SUBGRADE s- 2' WIDE, 1' DEEP ,�� SHEET TES P.C.C. APRON ` ) *0.5' PROPOSED RETAINING WALL -- APRON FLOWLINE ��\ M UTILITY NOTE. - _ �� BEGIN DITCH rL FUTURE TRACK SEE SHEET C-36 FOR o (6 SEE §f EET C-4A FOR WALL o FF g K-RAIL W/-6' FENCE LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN _ __SD !? N & PROFILE_ - * _ * PLAN Bz PRflFItE= -- - * --SE�GEN€&A+ -N07€ 13 -SHT-T-3 GRADED tkif APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND TOPOGRAPHIC FACE OF WALL---,,,,,- SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE _ _ — GRADED SWALE EXIST. GROUND -` - CONTRACTOR PRIOR TO CONSTRUCTION. ;�-�--�- -F? ' '��--��' -�` •;_.�f_,Er D� TH,I.Sr�SH-T�-, .- __.,� ��'`' s °• r--=- P . C . C. APRON DETAIL � d„> > eK`_ s r; NO SCALE _ %pFESSfON - SECTION B—B 9e qr rx> �4. �pVIS F/F` F✓b n.em ..._, e-a L=.3 LL._._.__. ("S.__ +_. _{.....ate._, C ' r- {�a'...s.:�.W,��+ _,-:.t ;.,=F-.:...''�°"�_ ,_,:.�.- -t :,�_ ^"Y- °z-mss:°- ti-. _.__: _ - SCALE: 1" = 10' HORZ. yy z — - — - — - — GRADED SWALE - HALE ENGINEERING 20 Op��e ��SEE DETAIL IS SHT. — MANDATORY FLAGGING ZONE o 1 = 2 VERT. W No. A GRADE TO DRAIN SEE NOTES, SHEET T-2) CIVIL ENGINEERING SURVEYING LAND PLANNING 20 40 60 sl c:vv,- 9rF vFO: r-) A rJ ' � r r � r � OF CAL I r r1 1 � MAP j�1a 1) JJ) 7840 CONVOY COURT (858) 715-1420 NOTE: * ALL DIMENSIONS ARE TO FACE OF WALL SAN DIEGO, CA 92111 (858) 715-1424 FAX SCALE 1" = 20' 3-5- 0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY MH MM MH APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. ADDENDUM 2 BENCHMARK: OC-0140 DESCRIPTION: BRASS DISC STAMPED OC-140 HORIZONTAL 1"=20' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING & DRAINAGE PLANS FOR: M LOCATION: NORTHEASTERLY CORNER OF ���� DATE: 7 Z41U3 RAILROAD BRIDGE ABUTMENT AT INT. � BY: BY: � � NCTD PARKING LOT v(C—2 O OF AT&SF RR & ENCINITAS BLVD. VERTICAL NONE R.C.E. NO. 58007 z ELEVATION: 77.489 FEET DATUM: S.D.000NTY MARK L. HENNING EXP. 6/30/06 DATE: DATE: ZS 4 3 m WORK PROJECT NO. SHEET 4 OF 27 r 7- -=t7- =_X= T___T t -4 4- j__ T,- ------ 4-- 4 4- 1 — LIZ— _T -_T_ --4 LWI 4� q J j �fti " _ -1 4 - --t t �=4 -------- A I -_j---- I -, - I _ �d=L rRR J- z_�----I-- j- 4- -4- j 7 zw4�- - 4 t 4 ------ -1 _4 ------------ 4 :El 4- ---1- 4- -Z- t A:_ --4-- L __j —71- ___T_ 747 i _ - tm� - 4- Z_ 4 f _4 -T 7 I L =M' T77 j + 7$7- 4 -4, A- - - tttt q T 7-7 T _4 F ----r T RT :17 - PUT T7 41 _L __r z+4 7T7 T__ 1_7 F -7:! J74 t 71 zj__ ___4 4 4_1 T j 4 P Ll mZ )NtOR "—n - ------4----4-� -7. ---------- A_ i------ t7 _Z� + 1-4� 7 --f­-- -i I - - �_ - I -- - t I t ' - 7 4 L 4 wo. -:4- j- A 4- _4 7_ 4 4- E -a _j 7- --- ------ Tr A- -A, A_- v j 2= 47 _J_ 771 -4 -4 - -4 - 4- tj_ A- 4-- ... ­3 t 4EC_ _7 j t f z A_ - ----- - CA 4 - _-4- � - __ -i----------- 10+00 11+00 12+00 NOTE: 10+00 1+00 12+00 ALL RCP STORM DRAIN SHALL HAVE GASKETED JOINTS AND BE 2000-D LOAD RATING 4' 11+40.`IE�/S.D. LINE 1/4" C�7 F�jo* 11+32.54 VULCAN A, TYPE '9-' l' CURB INLEill"P F roN STD. VWG D-2, L=17' 1 D. LINE 'C' SEE La 0 RETAINIU-1 M-E 1 \'�3.D. LINE 'B" P> ALL PLAN F�� ET9 EE C-3B i w I < LLj_ I I I LLJ :2 0 LLI AC Z z - a- -00 >- m _j EXIST. RETAINING WALL 2' a:: af Z C-4 vi> p JACK AND BORE. INSTALL 42 ui 6"L Pcci 0 M EXIST. 8' WIDE SEWER EASEME T I STEEL CASING. SEE CASING as T el:-q 0 1 0 (,-)I q I 1 0 -W)" 04 10) PIPE SIZE AND 0 REC. 6/16/52, DOC. NO. 728 DETAIL THIS SHEE c� BOOK 4496, PAGE 446 O.R. 4ca 105, CONCRETE BASE -c'4 bi . TYPE PER PLAN. + + a-n iV- CONCRETE ENCASEMENT 560-C-3250) < I cj�vaa + [PERN'STD. DWG. S-7 Ld V) TYPICAL) 1�1 ^14- EXIST. 8" VCP 3EWE\R 114 u") + 0 _1_1� + 24" S.D. UNDER WAL Lj CL I < TEE/WYE (OR INVERT ELEV. (IE) T GUARD POSTS "u 90* BEND AT END PER PLAN Al +80.26 C OF LINE) 3: C�\) kS.D. LINE C' SEE 9J� TYPE I OUTLET 11+26.24 SHEET C43B 10AIMA6 10' WIDE DRAIN� E EASEMENT REC 24" S.D SEWER I 4LELC "FL" MORE THAN 36" BELOW "GR" DOC. NO. B.O.P. D.. 7 Qi �l 6 N 0 NOSCALE IUP SEWER 67. EXIST. 12.5' WIDE ACCESSI S.D. LIN� EASEMEt 4T REC. 8/02/82 D. LINE 'C' iSEE C ALHAMBRA FOUNDRY A-2012 DOC. NO. 82-235571 HEET C CAST IRON GRATE FOR TRAFFIC AREA. PATIO BUILDING 10+42.72 if I i i 1 18" S.D. X- GAS cp if B.O.P. GA!; 3 9 01 MANDATORY FLAGGING ZONE] �3 (SEE NOTES, SHEET T-2) T.O.P. S.D. FLO-GARD PLUS FOSS0 FILTER INSERT (SEE MANUFACTURER SPECIFICATIONS), �y OR EQUAL, 01 Z 24" RCP, GASKETED JOINTS, 2000-D 1. TRACK FOUL LINE--��-- PLAN: S.D. LINE "A" ( X 42" STEEL CASING SHALL HAVE + TOP OF GRATE ELEV. (GR) SCALE: 1" 20' HORIZ. 9+98 S.D. LINE 'B' _j A THICKNESS OF 0.625" AND FU IN 1/4 PER PLAN SHALL CONFORM TO A.R.E.A. 12+19.40 S.D. LINE 'C' AND S.D. & R STANDARDS AND SPECIFICATIONS I 2� �CLEAN AIR BLOWN SAND STORM DRAIN DATA 4p 12,- 2" -SKIDS LINE LENGTH RADIUS DELTA / BRIG. DESCRIP11ON AND FLOW LINE ELEV. (FL) TYPE PER PLAN. (D 29.13' 22.50' 7401 O'l 7" 24" RCP, GASKETED JOINTS, 2000-D o3f ESSIolp PER PLAN CASING DE7AIL 164.99' - N 84001'12" E 24" RCP, GASKETED JOINTS, 2000-D NO SCALE 58,18 N 79031'48" E 24" RCP, GASKETED JOINTS, 2000-D PLAN: S.D. LINE "B' TYPE 2 OUTLET "IE" LESS THAN 36" BELOW "GR" No.M7 12.00' N 84001'46" E 12" PVC Exp. SCALE: 1" 20' HORIZ. EXTENSIONS NO SCALE 20 0 20 40 60 @ 30.30' N 52032'23" E 18" RCP, GASKETED JOINTS, 2000-D viv%� I * DEP H VARIES"/ 4",6",10",12" OR 18" HALEENGINEERING @ 45.96' 45.00' 58031'11" 18" RCP, GASKETED JOINTS, 2000-D 01. C \i UTILITY NOTE: (18" MIN.) CIVE ENGIATERfNG SURVEYING LAND Pl"JWNG SCALE 1 20' 57.9c), - N 05058'48" E 18" RCP, GASKETED JOINTS, 2000-D LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN CATCH BASIN DETAIL MODEL NUMBER "A" SIZE WEIGHTS IEXJ[�NSIONS = 40 LBS./IN. APPROXIMATED USING DATA FROM IMPROVEMENT PLANS AND TOPOGRAPHIC 18" x is" 18 BASE = 715 LBS. 51.45' N 84001'03" E 18" RCP, GASKETED JOINTS, 2000-D SOURCES. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE NO SCALE DB-1818* (5" WALLS) PARKWAY GRATE= 50 LBS. CA 7840 CONVOY COURT (858) 715-1420 CONTRACTOR PRIOR TO CONSTRUCTION. ITRAFFIC GRATE — 90 IBS SAN DIEGO, CA 9.9111 (858) 715-1424 FAX r- 0 DESIGNED BY DRAWN BY CHECKED BY MH mm MH REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I 7-L 4 . ADDENDUM 2 BENCHMARK: OC-0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP STORM DRAIN IMPROVEMENT PLANS FOR: DESCRIPTION: BRASS DISC STAMPED OC-140 LOCATION: NORTHEASTERLY CORNER OF HORIZONTAL 1"=20' DATE: RAILROAD BRIDGE ABUTMENT AT INT. BY. BY: 58007 OF AT&SF RR & ENCINITAS BLVD. VERTICAL 1'=4' MARK L. HENNING R.C.E. NO. DATE: DATE: 71f-' 9 VULCAN AVE. AND NCTD PARKING LOT C-3A ELEVATION: 77.489 FEET DATUM: S.D.COUNTY EXP. 6�30/06 1 m WORK PROJECT NO. 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