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218 PLANS FOR THE CONSTRUCTION SURVEY CONTROL DATA w OF S O DESCRIPTION NORTHING EASTING COMMENTS LEUGAD,A BLVD. TRAFFIC SIGNAL 1 X TIES IN S.D.M.H. N 98530.7107 E 99867.8457 SET PER X TIES _ Z z S � 2 CONIC NAIL N 98548.4662 E 100017.3550 SET R' ` yT9ticyp LA 4 BOAT SPIKE N 98566.2648 E 100167.1E 99961.7304 715 IN FOUND� AND IRRIGATION IMPROVEMENTS N 99026.3846 SET 5 CONIC NAIL Y C7 6 N 99042.7071 E 100101.4481 CE INT. E STREET 321 7 BOAT SPIKE N 99043.8480 E 100111.2083 - FOUND S9 S IN TH E 9 1" CONC NAIL N 99504.6638 E 99905.79591 F SET D 10 N 99521.2145 E 100045.6785 t INT. D STREET 11 PK NAIL N 99521.2170 E 100045.7000 FOUND PROJECT ENCINITAS Fyp/ 12 GOAT SPIKE N 99661.8710 E 100029.2852 FOUND B� 2� 13 1" I.P. LS 4368 N 99963.3122 E 99690.5216 FOUND LOCATION G ys 14 CONIC NAIL N 99982.1224 E 99850.1943 SET PROJECT NO. CMS 9 H 15 PK & WSHR LS 5562 N 99993.9183 E 00 FOUND SANTA FE DR. R 16 1000 BOAT SPIKE N 100000.0000 E 100000.00.0000 FOUND Sq�T cy0 17 WELL MONUMENT N 100537.9683 E 99937.2978 FOUND y QO q Z SCALE 1 =200' 18 PK NAIL & 11N N 100885.4268 E 99897.0654 FOUND F� 0 J 8 19 N 100955.0820 E 99887.7246 CL INT. A STREET * S9 NOTE: NAILS SHOWN AS SET ARE FOR CONSTRUCTION PURPOSES ONLY AND 00 NOT 9 � BIRMINGHAM G STREET F STREET E STREET D STREET C STREET B STREET A STREET CONSTITUTE PERMANENT BOUNDARY OR STREET MONUMENTATION. DRIVE O � PaG1.P� 1 13 SECOND - - STREET 5 in SAN - - - - - - - 17 �ncoo 3 = 8 6 = SHEET 9 10 = SHEET SHEET 10 15 SH ET 11 SHEET 13 C EROSION NOTES 'r S21 U) COAST HIGHWAY 101 I SHEET 12 VICINITY MAP 4 - - 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE 7 12 16 EROSION CONTROL DEVICES AS NECESSARY. NO SCALE I 2. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL A. T. & S. F. RAILROAD I BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 3. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN SYMBOL WHICH INTERFERE WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK ENCINITAS PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED EXISTING FEATURES SHEET INDEX BOULEVARD BY THE CITY ENGINEER. WATER METER O SEWER cLEANOUr 4. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF XWM -PALM sco EACH WORKING DAY WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS qp POWER POLE ®v WATER VALVE SHEET 1 TITLE SHEET SHEET 23 LANDSCAPING AND IRRIGATION TITLE SHEET 40 PERCENT. c� FIRE HYDRANT [r] EUCALYPTUS TELEPHONE RISER SHEET 2 TYPICAL SECTIONS, NOTES AND DETAILS SHEET 24 TO 29 - HARDSCAPE PLANS 5. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE GUY WIRE ® CAN RISER EBC SHEET 3 TO 7 DEMOLITION PLANS SHEET 30 TO 38 IRRIGATION PLANS CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER X GAS METER ® SHEET 8 TO 18 CIVIL IMPROVEMENT PLANS PULL Box ,� -YUCCA SHEET 39 TO 44 LANDSCAPE PLANS PRECIPITATION EXCEEDING ONE- QUARTER (1/4) INCH IN ANY 12 -HOUR PERIOD, SHEET 19 STRIPING PLAN SHEET 45 TO 51 - DETAIL SHEETS OR UPON DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED cv GAS VALVE Oa FROM CHECK DAMS AND DESILTING BASINS, BASINS PUMPED DRY AND OTHER- HOSE BIB -Buses SHEET 20 TO 22 TRAFFIC SIGNAL PLANS SHEET 52 TO 59 STRUCTURAL PLANS & DETAILS MAIL PDX RESTORED TO THE ORIGINAL DESIGN CONDITION. STREET NAME SIGN EDGE of PVM SHEET 60 TO 66 ELECTRIC PLANS &DETAILS so STORM DRAIN MANHOLE o - CA TV PB TVFB -TREE 6. DESILITING BASINS CONSTRUCTED OF COMPACTED EARTH SHALL BE COMPACTED TO - SIGN STREET LIGHT RELATIVE COMPACTION OF 90 PERCENT OF MAXIMUM DENSITY. A SOIL ENGINEERING -0 rD /� 1 A' X10 J � T REPORT INCLUDING THE TYPE OF FIELD TESTING PERFORMED, LOCATION, AND RESULTS Os SEWER MANHOLE O TELEPHONE MANHOLE PINE G ENERAL 1 S - OF TESTING SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL UPON COMPLETING THE DESILTING BASIN. 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRE - FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. INSPECTOR. CAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT A B B REVIATIONS 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD . WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO 8. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND AC = ASPHALT CONCRETE BCR = BEGIN CURB RETURN OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. AND THE SPECIAL PROVISIONS FOR THIS PROJECT. TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL NOT BE USED PVMT = PAVEMENT ECR = END CURB RETURN 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO QE REMOVED SHALL TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. LIP = GUTTER LIP PCR = POINT OF REVERSED CURVE BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE WMPROVEMENTS OUTSIDE THE X -GTR = CROSS GUTTER (R) WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR = RADIAL BEARING KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PUBLIC RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY 9. STAND -BY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY K EP =EDGE OF PAVEMENT VERT. = VERTICAL THE CONTRACTOR. WOR TC = TOP OF CURB HORIZ. = HORIZONTAL PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES DURING RAINSTORMS. FL = FLOWLINE SDRSD = SAN DIEGO REGIONAL TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 10. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED INV = PIPE INVERT STANDARD DRAWINGS 10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO TB = TOP OF BERM EXIST. = EXISTING PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY BC = BEGIN CURVE READ. = REQUIRED 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON APPROVAL OF THE CITY. EC = END CURVE PVC = POLYVINYL CHLORIDE PIPE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. ASTAND -BY CREW CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIPE OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A 11. ALL U1ILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT CHANCE OF RAIN TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, IS PREDICTED. TRAFFIC CONTROL NOTES TO THE CITY OF ENCINITAS, PROOF OF RECORDING. 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO 12. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 12. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. COMPANY REPRESENTATIVES. CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, PAVING. 13. A 12 -INCH HIGH BY 4 -FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEERS OFFICE A PRE - CONSTRUCTION MEETING THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. CONCENTRATED MAINTENANCE WORK ZONE (1985 EDITION) "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760 - 633 -2770 WATER SHALL BE CARRIED NOT CLOSER THAN 10 -FEET FROM THE TOP OF SLOPES. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION 14. PROVIDED VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9:00 A.M. TO TELEPHONE: (800) 422 -4133 OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS OF THE STANDARD SPECIFICATIONS. TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK AND SHALL EXTEND HALF WAY ACROSS THE STREET AT RIGHT ANGLES TO THE TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 15. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS- BUILT" INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE ENDS TELEPHONE: (619) 546 -3606 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. OF THE DAM. C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK 16. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT -OF -WAY WITHOUT GRADE OF THE STREET INTERVAL °1 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 WIDE UNLESS OTHERWISE SHOWN. NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. A PPROVAL BY THE CITY ENGINEER. LESS THAN 2% AS REQUIRED 1, V i 2% TO 4% 100 FEET U 3 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN 17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO 4% TO 10% 50 FEET �i THE PROJECT AREA TELEPHONE: (760) 633 -2709 6 . OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS OVER 10% 25 FEET tko o n Is a TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. w o D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK o 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 15. ALL EROSION CONTROL PLANS MUST PROVIDE A 24 -HOUR TELEPHONE NUMBER AND a 3 ° POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. THE NAME(S) OF THE PERSON(S) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES J g �Q ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE. L •0 ,� 8• ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING CONTACT COX CABLE TELEVISION COMPANY. q ° o- PROJECT CONSTRUCTION. a a TELEPHONE: (800) 422 -4133 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED DRAWN Y CHECKED BY APPROVALS A S - Q o 3 RAF MLS RAF CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: BRASS c o t ' BENCHMARK: BRASS o DISC STAMPED OC 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: VERTICAL p � d HORIZONTAL AS SHOWN a LOCATION: NORTHEASTERLY CORNER OF 0039 S RAIL ROAD BRIDGE ABUTMENT DATE: �i� � DOWNTOWN ENCINITAS BEAUTIFICATION 10 � AT TNT OF AT &SF RR BY: BY: 00 AS SHOWN ENGINEER LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 COAST H WY 101 d ELEVATION: 77.489 DATUM: SD COUNTY EXP. DATE: 5 23 10/ DATE: WORK PROJECT NO. CMS 97H C -1 SHEET 1 OF 66 I P/L P/L P/L 100' I P/L 60' I v I 50' 50 , 1 1 - �- i. ' 30 30' I C� 8.4 EXISTING 12' 38' STORE FRONT 38 12' I EXISTING 10' 20' 22' 8' N STREET LIGHT �- i '1 STORE FRONT I VARIES 0" TO 9" z> M I I i ' 2'6 "(TYP.) N oo I 2.5'(TYP.) I I STREET LIGHT 6' 2' _ _ F.H. III` - VARIES 0 TO 9" o a V) :2 � vii 0 I 2'6 (TYP.) I 2.5'(TYP.) MATCH EXISTING `" z z w¢ <4 ¢ a- x o SIDEWALK ELEVATION SLOPE w ¢ 0 :2 SLOPE VARIES w v SLOPE S � SLOPE I MATCH EXISTING AT STORE FRONT VARIES J _ - - 4 — — — VARIES SIDEWALK ELEVATION 2 %, 2 % 29. _ _ T — 2% SLOPE VARIES 3/4:1 TO 2:1 ° AT STORE FRONT 1 OR P.L. (TYP.) - - - - e -° �° a UNLESS OTHERWISE — — —'— OR P.L. (TYP.) UNLESS 6" A.C. SHOWN I_ EXISTING P.C.C. PAVEMENT, EXACT I OTHERWISE SHOWN 6" TYPE G CURB 9" CLASS II 6" TYPE G CURB LOCATION, WIDTH AND THICKNESS UNKNOWN SIDEWALK PER G -7 AND GUTTER BASE AND GUTTER SIDEWALK PER G -7 REMOVE EXISTING CURB SIDEWALK PER G -7 OR CURB AND GUTTER SEE HARDSCAPE PLANS PER G -2 SEE HARDSCAPE PLANS PER G -2 SEE HARDSCAPE PLANS NEW 6" OR 8" TYPE G EXISTING AC. PAVEMENT FOR SCORING, THICKNESS ON 4" MIN CLASS II BASE CURB AND GUTTER FOR SCORING, THICKNESS AND SURFACE TREATMENT. ON 4" MIN CLASS II BASE FOR SCORING, THICKNESS PER G -2 (TYP.) AND SURFACE TREATMENT. p ELEVATION SHOWN ON PLANS AND SURFACE TREATMENT. ON 4" MIN CLASS II BASE p ELEVATION SHOWN ON PLANS B STREET REMOVE EXISTING PAVEMENT (A.C. AND CONCRETE) WHEN DISTANCE BETWEEN PROPOSED CROSS SECTION AND 2" BELOW EXISTING SURFACE BECOMES 2" OR LESS P/L P/L THAN 2 ". NEW STRUCTURAL SECTION TO BE 6" A.C. OVER 9" CLASS II BASE. PCC CURB AND GUTTER AC PAVEMENT I_ 80 STA. 190 +00 TO STA. 201+41.61 40' 40' 4" MI 14' OR 15 ® 25' OR 26'@ 25' OR 26'(9 14' OR 15' T CLASS II BASE i STREET LIGHT i F.H. P/L I VARIES 90' TO „O ' �P,f /L 2'6 "(TYP.) 2.5'(TYP.) BASE TREATMENT ; � � I CONSTRUCTION CL I SLOPE — t UNDER CURBS I JO i VARIES 46't TO 56't VARIES 44't TO 55 i VARIES SLOPE VARIES SLOPE VARIES VAR ES VARIES SURVEY CL VARIES 6" A.C. VARIES 32' TO 40' �6" TYPE G CURB 9" CLASS it 6" TYPE G CURB I 12' TO 22'f VARIES 34' TO 38' 6 TO 20't I SIDEWALK PER G -7 AND GUTTER BASE AND GUTTER SIDEWALK PER G -7 EXISTING STORE FRONT I VARIES 0' TO 7't EXISTING SEE HARDSCAPE PLANS PER G -2 PER G -2 SEE HARDSCAPE PLANS STORE FRONT FOR SCORING, THICKNESS i STREET LIGHT �� i I ON 4" MIN CLASS II BASE ON 4" MIN CLASS 11 BASE FOR SCORING, THICKNESS Li i F.H. I SURFAC TREATMENT. p ELEVATION SHOWN ON PLANS AND SURFACE TREATMENT. VARIES 0" TO 9" i > 2'6 "(TYP.) N d F ? 00 2.5'(TYP.) y1 VARIES 0" TO 9" F o a U) v d w l rn Z I ® 15' D STREET STA. 8 +71.79 TO STA. 10 +00 I V) z Z w Q N¢ a x 0 14' D STREET STA. 10 +00 TO STA. 11 +50t MATCH EXISTING 'SLOPE w ¢ 0: �— w 0 -�' I 15' E STREET STA. 8 +71.07 TO STA. 10 +00 SIDEWALK ELEVATION VARIES SLOPE VARIES _ SLOPE VARIES SLOPE I MATCH EXISTING 14' E STREET STA. 10 +00 TO STA. 11 +52 LT AND TO STA. 11 +70 RT VARIES SIDEWALK ELEVATION AT STORE FRONT _ -_ -- -- 8 — — — AT STORE FRONT NOTE: STREET LIGHTS SHALL BE PROVIDED BY OR P.L. (TYP.) UNLESS — — —'— OR P.L. (TYP.) UNLESS CITY AND INSTALLED BY CONTRACTOR ® 25' D STREET STA. 8 +71.79 TO STA. 10 +00 OTHERWISE SHOWN EXISTING P.C.C. PAVEMENT, EXACT I OTHERWISE SHOWN 26' D STREET STA. 10 +00 TO STA. 12 +20 25' E STREET STA. 8 +71.07 TO STA. 10 +00 LOCATION, WIDTH AND THICKNESS UNKNOWN SIDEWALK PER G -7 26' E STREET STA. 10 +00 TO STA. 12 +39t REMOVE EXISTING CURB SEE HARDSCAPE PLANS OR CURB AND GUTTER EXISTING AC. PAVEMENT FOR SCORING, THICKNESS D & E STREET NEW 6" OR 8" TYPE G AND SURFACE TREATMENT. CURB AND GUTTER PER G -2 (TYP.) ON 4" MIN CLASS II BASE p ELEVATION SHOWN ON PLANS 8 � REMOVE EXISTING PAVEMENT (A.C. AND CONCRETE) WHEN DISTANCE BETWEEN P/L PROPOSED CROSS SECTION AND 2" BELOW EXISTING SURFACE BECOMES 2" OR LESS 6" , < 4 THAN 2 ". NEW STRUCTURAL SECTION TO BE 6" A.C. OVER 9" CLASS II BASE. I � RAILING STA. 201+41.61 TO STA. 214 +50 25' 15't SIC I STREET LIGHT L CONSTRUCTION SEE SHEET LD 1.1 I 2'6 "(TYP.) CL l r FOR RAILING DETAIL " SURVEY VARIES 0' TO 11' I JOIN I 1 6 JOIN SLOPE VARIES VARIES EXISTING VARIES EXISTING 0' r0 5'6" i O' TO 5'6" EXISTING A. 1'6" TYP. MAINTENANCE STRIP MAINTENANCE STRIP SEE LANDSCAPE AND � (TYP.) I 1'6 (TYP.) SEE LANDSCAPE AND LT. STA 207 +00 COAST HWY 101 6" A.C. OVER IRRIGATION PLANS IRRIGATION PLANS SIDEWALK PER G -7 9" CLASS II BASE SLOPE VARIES =II 111= 11G1 SLOPE A IRV ES RT. STA. 8 +90 B STREET SEE HARDSCAPE PLANS / FOR SCORING, THICKNESS 6" TYPE G CURB TYPE B -2 CURB J AND SURFACE TREATMENT. AND GUTTER PER G -2 TYPE B -2 CURB PER G -6 p ELEVATION SHOWN ON PLANS AND GUTTER ON 4" MIN CLASS II BASE AND GUTTER PER G -6 F STREET ON 4" MIN CLASS II BASE MEDIAN ON 4" MIN CLASS 11 BASE CONSTRUCTION NOTES DEMOLITION NOTES STA. 201+78 TO STA. 209+55 ( SEE LANDSCAPE AND IRRIGATION PLANS FOR POP -OUT DETAILS 22 OF AWWA AND THE REQ M EET EMETHE REQUI O REMOVE AND DISPOSE OF CONCRETE SIDEWALK, DRIVEWAY, CURB AND GUTTER. 14 REMOVE AND DISPOSE OF EXISTING EUCALYPTUS TREES 110 EXPOSED AGGREGATE CONCRETE TEXTURE SIDEWALK O PER G -7 2 18" RCP 1350 -D MINIMUM UNLESS OTHERWISE SHOWN O D DSPOSE OF PAVEMENT AND SOIL BELOW PAVEMENT REMOVE AND DISPOSE OF STORM DRAIN O 2 TH M 16 I NLET 2 CONCRETE SIDEWALK PER G -7 24 CONCRETE LUG PER D -63 O REMOVE AND O 3O CONCRETE CROSSWALK PER DETAIL SHEET NO. 2 25 10' TYPE B -1 CURB INLET WITH 10" CURB FACE (THICKNESS DETERMINED IN FIELD) 17 RELOCATE EXISTING FIRE HYDRANT 2' X 2' SCORING ENHANCED CONCRETE 4 6" TYPE -G CURB AND GUTTER PER G -2 UNLESS 26 24" RCP. 1350 -D MINIMUM UNLESS OTHERWISE SHOWN O REMOVE AND DISPOSE OF EXISTING VEGETATION PATTERN PAVEMENT SEE SPECS O OTHERWISE SHOWN 18 RELOCATE MAILBOX - MAILBOX TO REMAIN IN 1 " 5� CONCRETE CURB AND GUTTER ROLLED PER DETAIL SHEET NO. 8 27 U -TYPE HEADWALL PER D -34 O5 REMOVE EXISTING TREE SERVICE DURING CONSTRUCTION 2 ENHANCED CONCRETE 28 NO. 2 BACKING COBBLE RIP -RAP PER D -40 O REMOVE EXISTING STREET LIGHT TO SITE AS DIRECTED BY CITY 19 PROTECT EXISTING TREE IN PLACE A.C. PAVEMENT A © PEDESTRIAN RAMP PER G -27 2g 10' MODIFIED TYPE B -1 CURB INLET SEE DETAIL REMOVE AND DISPOSE OF SIGNAL DETECTOR �7 2" MINIMUM A.C. OVERLAY ON SHEET 16 PER D -2 O7 SALVAGE AND STORE SIGN (STREET NAME, TRAFFIC CONTROL, PARKING 20 ECT.) FOR REINSTALLATION 21 PROTECT SDG &E VAULT IN PLACE .� 8' A.C. PAVEMENT AND BASE PER TYPICAL SECTION 30 REMOVE TOP 3' OF EXISTING 10' TYPE B -1 CURB INLET ° — - - S) REMOVE EXISTING TRAFFIC SIGNAL AND LIGHT TO CITY YARD U 7" BASE MATERIAL PER 0 CONCRETE DRIVEWAY PER G -14A UNLESS OTHERWISE NEW 10' TYPE B -1 TOP LAP NEW AND EXISTING 22 PROTECT TRAFFIC SIGNAL CONTROLLER IN PLACE STRUCTURAL SECTION SHOWN REINFORCING STEEL 1'0" MIN. PER D -2 O9 REMOVE EXISTING PEDESTRIAN CROSSING BUTTON POLE TO CITY YARD 23 REMOVE AND DISPOSE OF TOP PORTION OF CURB INLET 8" TYPE G CURB AND GUTTER PER G -2 UNLESS OTHERWISE ® INSTALL STREET LIGHT PROVIDED BY CITY 10 PROTECT FIRE HYDRANT IN PLACE o al 1' SHOWN 41 TREE GRATE & TREE 24 PROTECT WATER VALVE IN PLACE, ADJUST TO GRADE 00 , gm o BRUSHED CONCRETE 11 TYPE B -2 CURB AND GUTTER PER G -6 11 REMOVE AND DISPOSE OF CONCRETE CURB, CURB AND GUTTER, OR A.C. BERM AS NEEDED q o BORDER 42 BIKE BOLLARD - SEE DETAIL SHEET 49 12 TO REMAIN, PROTECT IN PLACE 25 REMOVE EXISTING PALM TREE AND REPLACE AT 11 x 12 REMOVE EXISTING RETAINING WALL (RAILROAD TIE OR WOOD) LOCATION AS DIRECTED BY THE CITY .� 0 a CROSSWALK DETAIL 20 5' TYPE -B CURB INLET WITH 8" CURB FACE UNLESS 43 TREE w N OTHERWISE SHOWN PER D -2 44 VINE POPOUT - SEE LANDSCAPE PLANS 13 PROTECT EXISTING PALM TREES IN PLACE 26 REMOVE EXISTING MASONARY WALL 27 TYPE B -5 CLEANOUT 45 FREE STANDING WALL PER DETAIL SHEET 16 PROTECT WATER METER IN PLACE, ADJUST BOX O AS NEEDED a REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DE ic NED D AWN BY CHECK BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO RAF MLS RAF Al a S •03 BENCHMARK: OC -0140 DESCRIPTION: BRASS DISC STAMPED OC 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED � PUBLIC IMPROVEMENT PLANS FOR: HORIZONTAL NO SCALE DOWNTOWN ENCINITAS BEAUTIFICATION _ O .E 1 � LOCATION: NORTHEASTERLY CORNER OF RAIL ROAD BRIDGE ABUTMENT DAB ��i 0 039 SI �� AT INT OF ATBLV AL NO SCALE RR VERTIC BY: BY: TYPICAL SECTIONS, NOTES &DETAILS a 7 ENCINITAS BLVD. ENGINEER R.C.E. N0. LERO BODAS RCE N0. 22312 ALAN ARCHIBALD, R E N0. 21869 ELEVATION: 77.489 DATUM: SD COUNTY / EXP. DATE: S7I : /O/ DATE: B I WORK PROJECT NO. CMS 97H C - 2 SHEET 2 OF 66 DEMOLITION NOTES REMOVAL LEGEND F STREET O REMOVE AND DISPOSE OF CONCRETE SIDEWALK, DRIVEWAY, CURB AND GUTTER. O REMOVE EXISTING TRAFFIC SIGNAL AND LIGHT TO CITY YARD Q R O GRIND AND DISPOSE OF PAVEMENT (2" THICK MIN.) 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LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 & ENCINITAS BLVD. ENGINEER t CO� - ELEVATION: 77.489 DATUM: SD COUNTY EXP. DATE: 6 O/ DATE: S' WORK PROJECT N0. CMS 97H C -3 SHEET 3 of 66 i SEE SHEET NO. 7 D STREET 6 I ::: T 1 111 14 5 ` Pc :PC 5: 2 ;N I W O o Q �.:. a W a J ` a Nz a N o � I V �,' ING Lot 'Q c; I " AC PARKINC L01 o z 0 a 5 $ °� ' ''' I' 'r BUILDING � Lo a + W I z + 0 �� :roo m z Xo 0� o WW 5 + 6 25 3Ull_ 25 HI NTEO K)J n R/W W 0) IL N M N a t O e0 IGN + N U N M N O K) + W 6 BUILDI zj R NN — 5 5 11 � , 5 5 6 C ° — R / W 3' V NG I STAIR AC > ROCK POND . _ 6 _ � r 11f �.3 � � I LL — - _ T — — — 4 °. T - - 0 � .,,,....�..�.. .�..�.. � '`�iii i i f i i i i i i i i i i i s i i i i i O i ma i i f � � i tom: � � taw i A O Z ...' 3. .. N . .. 7 �. Q O6. - 2 o t ::_FD::OATSWK ' W 2 N _ D' F— A 2 1: OCP S EP7 4Y : E W LL. S z O000a. o � 0. F O • o00 w aAr �E:• ' � W 4 0 •. .6T :L�PT 0 �E cV 1D ob M 00. 1 �99 000 . 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BERM Y 8 4 Pl AZA SIGN ® s 4 a4 - T❑ .; e' i3u® aF qW y e 12 REMOVE EXISTING RETAINING WALL (RAILROAD TIE OR WOOD) — — — — — — — ®® SC wm R 7 5 25 5 25 5 25 RKIN T 5 25 5 a3 PROTECT EXISTING PALM TREES IN PLACE PLAZA SIG '5 A SIGN 5 5 5 5 BUII 14 PAR f>IN 01 0 REMOVE AND DISPOSE OF EXISTING EUCALYPTUS TREES 6 17 RELOCATE EXISTING FIRE HYDRANT PROTECT CONCRETE STEPS IN PLACE 19 PROTECT EXISTING TREE IN PLACE I PROTECT WATER VALVE IN PLACE, ADJUST TO GRADE AS NEEDED o o COAST HWY 101 � 24 46� ^a I A s m N 25 REMOVE EXISTING PALM TREE AND REPLANT AT LOCATION AS DIRECTED FL= 43.86' swq .. o BY CITY FL= J.91' 8" PVC ow _ 27 PROTECT WATER METER IN PLACE, ADJUST BOX AS REQUIRED a" PVC DETAIL 6 v NOT TO SCALE i3 C E p G7 a a a DESIGNED BY DRAWN BY CHECKED BY N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINI ENGINEERING DEPARTMENT DRAWING N0. � RAF MLS RAF c:1 o S B GT L BENCHMARK: OC -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: DESCRIPTION: BRASS DISC STAMPED OC 140 w ro 6 HORIZONTAL 1 " =20' LOCATION: NORTHEASTERLY CORNER OF �✓/� 1 RAIL ROAD BRIDGE ABUTMENT DATE. BY: l .ai?' �1 BY: DOWNTOWN ENCINITAS BEAUTIFICATION 0039 -5i r- ¢ AT INT OF AT &SF RR VERTICAL 1 " =4' R.C.E. NO. .a & ENCINITAS BLVD. LEROY SODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE N0. 21869 DEMOLITION PLAN FOR COAST HWY 101 d 0 ^, ELEVATION: 77.489 DATUM: SO COUNTY ENGINEER EXP. DATE: $�Z��o/ DATE: �i2� WORK PROJECT NO. CMS 97H C -4 SHEET 4 OF 66 SEE SHEET NO. 7 B STREET 8 7 116 14 11 N 11 / DiNG / " / / N 'ilfL // // �/ / / / /.0, �G.. 14 �� / / / / //� SIG /// ' /// '��/ R W / / / NOS'375" / fi r` / /. / /// / 1•� // /// /// / / / / /� / � /T� _1f 5 / T I —: : w .W: O O�: l .: ..o . 0 O Ito +22. 1: =: 'YL:':'.. . T L T. 3� _ ::.:: + $T, 2 .4fl +O0. €ET +':':' N z N: 10053 ..9 1 2.: ss Li BR CV F -99 37 458 R W :::�:.�::� 9 8 AP L i S.D. NlA 209: :00: 209 +73:fi1:.::::: Q31. H (n O W J :N:: .:. : LL] W LL.I Z :OS +.69.3p : CONS m Ld (n Z Ld W (n 6' HUSH wM o-- �' �� S I "'` "/ — i _ Ck A E A R/W 27 � a � rs l II DINS M 8 m 26 PCC ILhIV j 7 Li v I I co + I FL= 42.63' �s I 8 PVC �4 a 12 I B3Q Lf30AHD z// FL= 42.68' L'AGKINC; I_ ) 8" PVC Q C 1 / - DETAIL _ m / - I I NOT TO SCALE / I 3 ° I COAST HWY 101 REMOVAL LEGEND A STREET REMOVE CONCRETE SIDEWALK, DRIVEWAY CURB AND GUTTER Nc AREA TO BE GROUND (COPLANNED 2 ") of o� PARKING Loy AREA OF PAVEMENT AND BASE REMOVAL ao a I AG = — — 7 +V) ° AREA OF VEGETATION REMOVAL AND GRADING 11 "� – iz° io ° E3U11 n w a DINC R/W 1 DEMOLITION NOTES /' - 24 �� / 1 REMOVE AND DISPOSE OF CONCRETE SIDEWALK DRIVEWAY CURB AND GUTTER. W� C 5' TYP 2 2 GRIND AND DISPOSE OF PAVEMENT 2" THICK MIN. O' 3 REMOVE AND DISPOSE OF PAVEMENT AND SOIL BELOW PAVEMENT + I M':' (THICKNESS DETERMINED IN FIELD) 216+ U 04 :21:3+7 . 2-9 : 4 REMOVE AND DISPOSE OF EXISTING VEGETATION N:10o8ss�4268: _ ..N.1Q0955;082Q. Q:: x:99897: 0654:: ::::::: : ::::::: : 998$77246::: 215+00 W 0 . C 7 SALVAGE AND STORE SIGN (STREET NAME, TRAFFIC CONTROL, PARKING +oD. O (n ... ECT.) FOR REINSTALLATION Q Z TREET 8 REMOVE EXISTING TRAFFIC AND LIGHT 0 CITY YARD FIC SIGNAL T RD CI W J W 11 R EMOVE AND DISPOSE CONCRETE OF CONCR of E CURB B AN D GUTTER, OR A. C. BERM (n U 12 REMOVE EXISTING RETAINING WALL RAILROAD TIE OR WOOD Q \ M 14 REMOVE AND DISPOSE OF EXISTING EUCALYPTUS TREES _ _ N _ 15 REMOVE AND DISPOSE OF CURB INLET — — — — — — — — — — 16 REMOVE AND DISPOSE OF STORM DRAIN 24` a° s w pATIO ti � s 0 17 RELOCATE EXISTING FIRE HYDRANT R/W y U 3 18 RELOCATE MAILBOX — MAILBOX TO REMAIN IN SERVICE. DURING CONSTRUCTION 11 I BUILllING v ��a PROTECT WATER VALVE IN PLACE, ADJUST TO GRADE AS NEEDED (D m 26 REMOVE EXISTING MASONRY WALL I I m ° 27 PROTECT WATER METER IN PLACE, ADJUST BOX AS REQUIRED AST H Y 101 e) 5- g m �Lo W a BY DESIGNED CHECK NED Y DRAWN ED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RAF MLS RAF BRASS DESCRIPTION: BRASS DISC STAMPED OC 140 APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: o PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: m � � ° LOCATION: NORTHEASTERLY CORNER OF HORIZONTAL 1 " =20' ° RAIL ROAD BRIDGE ABUTMENT BY DATE. : i�� -- BY: ltd DOWNTOWN ENCINITAS BEAUTIFICATION 0039 -5i AT INT OF AT &SF RR VERTICAL 1 ^ =4' R.C.E. NO. 101 N & ENCINITAS BLVD. ENGINEER LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE N0. 21869 DEMOLITION PLAN FOR COAST HWY a w ELEVATION: 77.489 DATUM: SO COUNTY EXP. DATE: S/23�0/ DATE: ��i ^L t WORK PROJECT NO. CMS 97H C -5 SHEET 5 OF 66 SEE SHEET NO. 3 o' a REMOVAL LEGEND --------- _ REMOVE CONCRETE SIDEWALK, DRIVEWAY - -- __ - -- tg -- 191 +16.27 C.B. CURB AND GUTTER ----- - - - -- - - -- 38'R TYPE B > z 3 j� _ 3 i -- 191+04.77 \ AREA TO BE GROUND (COPLANNED 2 ") z �' N / / 38'R ANG. PT. z a / / - N N _ _ AREA OF PAVEMENT AND BASE REMOVAL m I " U) 00 ° o z mm 190 +87.64 — -- — — ] i i i i i i . co N a w +i i 38'L ANG. - - - - -- - - - -- - - - - -- i i i i i AREA OF VEGETATION REMOVAL AND GRADING 20 + ai aN ao N -- R A W - - �-- — / WALK xr - - Lo < - r'2! _ - - 3� �,� — - 190+87.13 DEMOLITION NOTES _ - _ q — _ 38'R BC BEGIN W - "..... 1O P " REMOVE AND DISPOSE OF CONCRETE SIDEWALK, DRIVEWAY, CURB AND GUTTER. JISTING.24 "..CtM:. a 1 SAWCUT AND JOIN EXIST. AC w 15 O2 3 GRIND AND DISPOSE OF PAVEMENT (2" THICK MIN.) °� 1.5 W N 15 .. ] 10 +00 „ ... , O3 REMOVE AND DISPOSE OF PAVEMENT AND SOIL BELOW PAVEMENT W - EXIST. SEWER F STREET EXIST. SEWER (THICKNESS DETERMINED IN FIELD) �/ EXISTING 18" R.C.P. EXIST. 8" V .C.P. I.E.= 65.37' I.E. = 66.79' 8 +00 — — — 9+00 _ — — - — — — O SALVAGE AND STORE SIGN (STREET NAME, TRAFFIC CONTROL, PARKING . ........... ...: ECT. FOR REINSTALLATION o 0 o N 83'13'13" E EXIST. SEWER Ac PVMI 8 +6 RIM EL = 70.95' / : '..:'.......'.. . E INTERSECTION I I.= 65.22' n�,o . to O 8 REMOVE EXISTING TRAFFIC SIGNAL AND LIGHT TO CITY YARD N WITH ALLEY U 0 ^ ° ^ I 10 LDG r PROTECT FIRE HYDRANT IN PLACE d ZLON ° s �� ozODo �- 15 REMOVE AND DISPOSE OF CURB INLET b ozw p EL � PLAN Thk DRWY. 3 19 PROTECT EXISTING TREE IN PLACE L o I ° o I E XWc lvv PCC SIDEWALK + 20 REMOVE AND DISPOSE OF SIGNAL DETECTOR — — — — — — — 24 w - T/W - 21 PROTECT SDG &E VAULT IN PLACE 20' I� I 22 PROTECT TRAFFIC SIGNAL CONTROLLER IN PLACE 24 PROTECT WATER VALVE IN PLACE, ADJUST TO GRADE AS NEEDED 40 I o M 27 PROTECT WATER METER IN PLACE, ADJUST BOX AS REQUIRED n r� io z I I COAST H WY 101 SEE SHEET NO. 3 �zzj o �... DOOR 12' Z3 e XZz - 195 +93 x o �- - - - - -. -- ____ -- 38R ANG. PT. Z J X o / --- - - - - -- _Q r i ............... w m co N w - - - -- in o Z p a 195 +77.53 X W z &. �' DO ^R U' 38'L ANG<> PT z 10 00 L> n< z / -- N Uj 7 5 T C 0 4 20 21 NJ 7 x / 20' ro� 5 7 +n 5 — Mw { . .,. : mN s. 1 ��. / — — — — — — R W ............ _ - — - O N _ -..... ........ - 13TH - i_ _ __ _ _ _ - _ _ -- -- _ —_ — tw _ — P _ roAt - _ 24 R _ .... _ _ .. .,.. err _ .. .. - ' .'.'. — .. .'..'... _ _ -- _ a .. '�� 1 k'GC SIUCWALK W .� r - .. ... / / .. EXIST. B -6 17+ �,, CLEANOUT ' L. i O ' Z i / ' ::a' ': in - REM . EXI57.'..' z Y >... ..... X LIJ N / / ....... SISAL :DE CYOR..'.". W INT. ALLEY z w W — — — — g 0 — a / 11 +00... 00 N 8 E / / / W .. 00 0 .'. :'..'..'.'..' z EE7':". 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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RAF MLS RAF APPROVA S CITY AS ENGINEERING DEPARTMENT DRAWING NO. / /L O BENCHMARK: OC -0140 PUBLIC IMPROVEMENT PLANS FOR: "� DESCRIPTION: BRASS DISC STAMPED OC 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED _ I 0 r ' 3 HORIZONTAL , ° =20' DOWNTOWN ENCINITAS BEAUTIFICATION 0039 -5� w a LOCATION: NORTHEASTERLY CORNER OF DATE: O r o RAIL ROAD BRIDGE ABUTMENT BY: — BY: f f f f AT INT OF AT &SF RR VERTICAL 1 ° =4 R.C.E. NO. LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 AT PLAN FOR E & F STREETS & ENCINITAS BLVD. ENGINEER C0 � ELEVATION: 77.489 DATUM: SO COUNTY EXP. DATE: 5�23�0/ DATE: 6 -s-4 -ol WORK PROJECT NO. CMS 97H C -6 SHEET 6 OF 66 P: � SEE SHEET NO. 4 COAST H WY 101 1. D1 ..... .... .. ...... 5 4 2 78.56 38'L�ANG. PT. --- - - - --- ----- - - - - -- ZZ o_ _--- - - - --- -- -- -`� - -� N 200 +70.47 23 3 < o< _ x H N 3 = `l - - -- - -- ` o- w F tn ��_ 38'R ANG. PT. .. - - - -- .......... : : : : : : : : : :: ......................... 0; m N ~ F F D N 10 +D! n ° oz ° _ Nw n�? a0w m o o �w �o -- w 5 I` J n F m 10 24 v z 0) ww w -_ -_ -- - o O m + (no: + � ro a= RAW } ww 8 - -- - - - - - -- -- - - - - -- 8 N o w v R d� IL _�-- - /W - -- -- - __ - - -- - - - — __ -_ -_ __ - - -- -_ - __ _ ' - -- _ _ _ - _ _ o- - __ - _ _ TELPg L _ -_ WV__ __ ____ _ ... ..... .... .. ... .. _ y .o0 61- .'.'.'. . . .................... _ I N N . ....... .. .. ... .. .... .... .. ...... Z W W F F Z .. u . .. ............................... ....... D. a V to N� — v� W x N .. 15 Si1tEET. ... 11 +D0.'.".' / w m w X1..831.5 0 8.' € . .... ' 0 0 ao 8+ ..'. 3 e� (n INTERSECTION Da 4 D / I + WITH ALLEY ..........' :................" .....'. ". ".'.'..... ".'. ".'. ".....'. ".'.'......'. X . ^ N 3 n ..'.' .... '.' .' ..... ...> w {..... �.'..' ..... N m 24 XIST: 24 R.C.P. .... ..... � .............. � ......... .. "...... ...... .........". �� PP - - - __ __ _ _____ .. ........ ... .. ... .. :.. .. 41 WV I _____ __ - .. ... — - -- ti V __ __— - _ - _ _ -. __ - - -- -- ___ - - R W - � � g � o � � R/W ~ 38'L ANG. PT. -- ; - -- - -- - - - - - -- N g �. 3 ° x 5 n 1w- in w --- LO x w rn in 5 � w 8 - - - - -- 24 - ° w ¢ `~� z ................... ............................... z ° ° < n o! 5 ' : :'. o m ° I ° w_ z 26 S V' + LO - - 2 N ~ li NJ p N O N ____ - r- _ H W_ m (0 Z N I _____ -- - _____ X Z °O m O ................... ................. 199 +40.65 CL 24' VEWAY '� o rl +� oz HEREON D. G -26 ASHOWN - - - - -- - -- ' :..+�" "..'.'.'.".' ............:.... ---- _- - - - - -- nozm ao v R AN '0 m w a: - - -- :'.:qj - - -- -_ -- 199 +27.15 -� aD m oc o_ - -- - -- _ .... ..... '... - - - - -- 19 G. 15 199+22.65 _ 38'1 ANG. PT. - - -- - - -- Z I'..'.'.'. .::. '.::::::" - - - - - -- SEE SHEET NO. 4 SEE SHEET NO. 5 COAST H WY 101 REMOVAL LEGEND REMOVE CONCRETE SIDEWALK, DRIVEWAY v ` CURB AND GUTTER - - - - v ` _ V v v � v ` z F771 AREA TO BE GROUND (COPLANNED 2 ° ) I v v y \ \ \ v v \ \ ` ` \ v v v` v v y \ v A v \ v \ \ ` v �, Q 210+83.81 U _ AREA OF PAVEMENT AND BASE REMOVAL AREA OF VEGETATION REMOVAL AND GRADING - - iiivvii Ivvvv���`yv vv vv vyvvv v v ��� ,.:'.. - as v�� i v v i v v v I ` v v v `` v v v V 1Q 6 5` \ v v !/ v v\ 3� \ Z ►vvvvvvv ` vv vvv `vvv vv�� 8 vv v — VM 9NINIV1321 SIOOM v v v v v DEMOLITION NOTES REMOVE AND DISPOSE OF CONCRETE SIDEWALK, DRIVEWAY, CURB AND GUTTER. ��,'w ` ````� `` a•� - -- -- r — vv vv vv vvv w. a ' 1� `� � v v v ` v v v v v v v vvv vv - vvv v � �.��. O 2 GRIND AND DISPOSE OF PAVEMENT (2" THICK MIN.) , jT.� - -.- ? y - .P ?, "... ". : :" :' :": iu.: • " m J o cv > H N M ...........'. + b A O REMOVE AND DISPOSE OF PAVEMENT AND SOIL BELOW PAVEMENT W e ll" tuVi. / m (THICKNESS DETERMINED IN FIELD) LLJ 8 +00 ca 8.... .'.. mi' .. ..'.'. , , O4 REMOVE AND DISPOSE OF EXISTING VEGETATION - - - - 11+00 V - - 5 REMOVE EXISTING TREE - Q O 8O REMOVE EXISTING TRAFFIC SIGNAL AND LIGHT TO CITY YARD m .. '.".'..'.'.'.".: ''" :' i ....".'.".'."..... z �. �.�'.:o ' : 10 PROTECT FIRE HYDRANT IN PLACE \ N. -� ..�� ..b............ :".... U 11 REMOVE AND DISPOSE OF CONCRETE CURB, CURB AND GUTTER, OR A.C. BERM °D �'` ` \ \ "� !�"' + ' O 4m .. . Lli 12 REMOVE EXISTING RETAINING WALL (RAILROAD TIE OR WOOD) z vvv v v v v v z ow wvv 4 `� v vvvv ..N'Na ..w 15 REMOVE AND DISPOSE OF CURB INLET n ODD N RELOCATE EXISTIN \ \ \ \ \ ...... .. ... .. ... ..... ..... ......... ...... ....... .. 9 D - 17 -_ � -- - --- - - - - -- ................................... ............................ ............................. r - - - - - - - - HYDRANT E .'.:'.:: ' ' :...................: 8 _ 23 REMOVE AND DISPOSE OF TOP PORTION OF CURB INLET 'w • y 5 W 24 PROTECT WATER VALVE IN PLACE, ADJUST TO GRADE AS NEEDED -� � v o ...... ".. ��(.. R REMOVE EXISTING MASONRY WALL a M ° m om l�\ �U �L) �> > �GD •Z` ` SEE SHEET NO. 5 DETAIL FL= 4 .47' a L ' DESIGNED BY DRAWN BY CHECKED BY NOT TO SCALE B� PVC DESIG REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RAF MLS R APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING O. BENCHMARK: BRASS o PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED PUBLIC IMPROVEMENT PLANS FOR: w tD ` DESCRIPTION: BRASS DISC STAMPED OC 140 b 3 HORIZONTAL 1 " =20' a LOCATION: NORTHEASTERLY CORNER OF /� o DATE: i DOWNTOWN ENCINITAS BEAUTIFICATION RAIL ROAD BRIDGE ABUTMENT 0039 — S� � � BY: �`" BY: DEMOLITION PLAN FOR 'B' & 'D' STREETS * a a AT INT OF AT &SF RR VERTICAL 1 ^ =4 R.C.E. N0. , &ENCINITAS BLVD. ENGINEER LEROY SODAS, RCE N0. 22312 ALAN ARCHIBALD RCE N0. 21869 d, ELEVATION: 77.489 DATUM: SD COUNTY EXP. DATE: DATE: WORK PROJECT NO. 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