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7980`ELV°°'A z ag RD. PLANS FOR THE CONSTRUCTION OF STORM WATER POLLUTION CONTROL o s9tiT9�o BMP NOTES RELATIVE TO TRAFFIC CALMING IMPROVEMENTS IN THE CONSTRUCTION ACTIVITY y S21 LONE CONCRETE WASHOUT T S9 S e��' Cl TY OF ENCINITAS * CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, ENCINITAS m4y MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT SANTA FE DR, 'P LOCATION. PROJECT SHEET INDEX CONSTRUCTION SITE ACCESS Ho g LOCATION o * A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS 4 S9 SHEET 1 TITLE SHEET AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL BIRMINGHAMa SHEET 2 NOTES AND TYPICAL SECTIONS SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. DRIVE w fE SHEET 3 ID 1 SHEET 4 ID 2A CONSTRUCTION VEHICLES Z 5 � VICINITY MAP SHEET 5 ID 3 AND ID4 * A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR NO SCALE SHEET 6 ID 5 CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT SHEET 7 ID 7A MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. SAN EuaO SHEET 8 ID 8C EROSION CONTROL LAGOON SHEET 9 ID 9 S21 SHEET 10 TRAFFIC SHEETS * EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES SHEET 11 -13 LANDSCAPE SHEETS ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT /� SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, debt /q 1rl/D1WWl-%2,% 42Z92A_IS711- 31/zWo/ AND BONDED FIBER MATRIX. GENERAL NOTES * NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. * DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT Ip 3 FD. 3/4" I.P. W TAG FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. FD. 3/4" I.P. W TAG ID STAMPED "LS 4368" ` * REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS STAMPED "LS 4368" STA 73 +25 STA 84 +35 1525 J� SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL N 1958050.36 SHEET 5 ID 4 1527 N 1954443.21 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. SHEET 3 E 6245167.25 �P GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP E 6244308.07 1247 1335 1405 1425 SHEET 5 Q- r - - - -� r - - - -� <v DECREASE EROSION, 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL I o� J I • IRUBENSTEIN AVE.I • OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. DEV I *TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS OAISHI 52 12 L_____J L 1420 1526 ID 5 0 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE RED 1420 152s � NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR R' 1252 12so 1332 1338 SHEET 66,E �E�N D? w PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE ID 2A ---- RUgE�S \/ R AND BIND THE SOIL. PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES STA 68 +99.06 STA 79 +00 i` 16�g DER 0 TO OR PROTECT SHOWN ON THESE PLANS. TY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD o SHEET 4 L _ �NES�M\�S ACTIVITIES ARE COMPLETE. VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON STRA7F-ORp N�/ *WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE OR. 1648 v CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIPE FD. 3 4" I.P. w TAG ON CONSTRUCTION MATERIAL STORAGE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS STAMPED "LS 2201" ID 9 FD. 2" I.P. w TAG TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. N 1958104.72 STA 30 +05 STAMPED "LS 4368" E 6243444.19 N 1955537.85 *STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE SHEET 9 E 6244354.24 AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO ARDEN 1501 OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH DID r - - -- RD/ AV STORED ON -SITE. COMPANY REPRESENTATIVES. r 1 • F NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE I i 14_0_1 -� pVE. I ---- jIr * ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES ' KEPT ON -SITE. "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL r S-00 1506 1506 STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND SAN DIEGO GAS & ELECTRIC COMPANY. ID 7A � STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL TELEPHONE: (800) 422 -4133 STA 9 +26.37 SHEET 7 1408 STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK ID 8C THE PERIMETER AT ALL TIMES. NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. SHEET 8 KEY MAP TRAINING TELEPHONE: (619) 546 -3606 C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NO SCALE * CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. BASIS OF COORDINATES SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN NAD 83 (1991.35 EPOCH) CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING THE PROJECT AREA TELEPHONE: (760) 633 -2709. FIRE DEPARTMENT NOTES ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK ENC -41 (PT NO. 1041) ENC -48 (PT NO. 1048) SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. N 1954519.319' N 1958415.809' WASTE MANAGEMENT NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES E 6244094.667' E 6245055.513' CONTACT COX CABLE TELEVISION COMPANY. 1. ALL EXISTING FIRE HYDRANTS WILL OUTLETS REPLACED WITH HYDRANTS OF A BRONZE TYPE ELEV 71.463' NGVD 29) ELEV - OUTLET. THE HYDRANT TELEPHONE: (800) 422 -4133 SHALLHMEETHCURRENTO FIRE DEPARTM NT STANDARDS FOR COMMERCIAL FIRE HYDRANTS. RECORD OF SURVEY 18416 RECORDIOF SURVEY 18416 * CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY PROHIBITED. INSPECTOR. 2. CURBS ON STREETS HAVING ON- STREET PARKING SHALL RECEIVE RED STRIPING 2 IRON PIPE IN AC WITH 2.5" CITY OF 2.5 CITY OF ENCINITAS BRASS DISC IN 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC EXTENSIONS 15' EACH SIDE OF THE HYDRANT AND SHALL, MEET ENCINITAS FIRE ENCINITAS BRASS DISC IN A TURNOUT ON NORTHWEST CORNER OF CONCRETE DROP * NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO FIRE DEPARTMENT STANDARDS. THE EAST SIDE OF NORTHBOUND HIGHWAY INLET ON NORTH SIDE OF SANTA FE DRIVE SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. 101, 0.5 MILES NORTH OF CHESTERFIELD AND WEST OF INTERSTATE HIGHWAY 5 AT THE DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED THE SAN DIEGO 3. CONTRACTOR T INSTALL BLUE RAISED PAVEMENT MARKERS AT FIRE DEPARTMENT 10 FEET WEST OF THE NORTHEND OF NORTHEAST RETURN INOT SCRIPPS MEMORIAL CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), CONNECTIONS T TO MEET ENCINITAS FIRE DEPARTMENT STANDARDS. GUARDRAIL. HOSPITAL, ENCINITAS. AND THE SPECIAL PROVISIONS FOR THIS PROJECT. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED SHALL WITH ANY TRASH MATERIAL. BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE TRAFFIC CONTROL NOTES ABBREVIATIONS * MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE PUBLIC RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE THE CONTRACTOR. r RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL 10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, AC = ASPHALT CONCRETE PRC = POINT OF REVERSED CURVE OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND ARHM = ASPHALT RUBBERIZED HOT MIX PVC = POLYVINYL CHLORIDE PIPE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR MAINTENANCE WORK ZONE (1985 EDITION) BC = BEGIN CURVE PVMT = PAVEMENT APPROVAL OF THE CITY. BW = BOTTOM OF WALL INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EpCO AT (760) 436 -4151. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH (R) = RADIAL BEARING 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9:00 A.M. TO CAB = CRUSHED AGGREGATE BASE RCP = REINFORCED CONCRETE PIPE * POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE`TRASH CANS AND OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS CMP = CORRUGATED METAL PIPE REQD. = REQUIRED RECYCLING RECEPTACLES AROUND THE SITE. LICENSED LAND SURVEYOR. A CORNER RECORD, CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY EC = END CURVE SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, NORMAL TRAFFIC FLOW WILL A ALLOWED DURING THE HOURS OF UCTI N OPERATIONS ATIO A.M. AND AT ALL SDR = RIGHT OF WAY I TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT EP =EDGE OF PAVEMENT *PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR TO THE CITY OF ENCINITAS, PROOF OF RECORDING. ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. EXIST. = EXISTING SDRSD =SAN DIEGO REGIONAL STANDARD DRAWINGS LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE 12. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. ST LT = STREET LIGHT TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. FL = FLOWLINE TB = TOP OF BERM PAVING. FS = FINISHED SURFACE TC = TOP OF CURB * ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. HORIZ. = HORIZONTAL STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY 13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE - CONSTRUCTION MEETING 6 TW = TOP OF WALL HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STORMWATER POLLUTION CONTROL BMP AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760 - 633 -2770 TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. LIP = PIPE INVERT ELEVATION VERT. = VERTICAL NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED LIP = GUTTER LIP X -GTR = CROSS GUTTER 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION O.A.E. = OR APPROVED EQUAL OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION OF THE STANDARD SPECIFICATIONS. 8• ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PCR = POINT OF CURB RETURN 15. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR PROJECT CONSTRUCTION. PP = POWER POLE VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS- BUILT" oFE831(7 FOR MORE INFORMATION ON STORMWATER DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. g JN POLLUTION CONTROL MEASURES AND 16. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT -OF -WAY WITHOUT` e REQUIREMENTS PLEASE CONTACT THE SAN DIEGUITO WATER DIST. ENGINEERING DEPARTMENT, CITY OF APPROVAL BY THE CITY ENGINEER. n s fi y14 v.z�j ENCINITAS AT (760) 633 -2770 APPROVED 17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO v1,$Fxp 1Z13i�1s OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS jj WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. r �'0 e1 BY Air-p loe BLAIR KNOL DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED DRAWN BY CHECKED BY S.N. S.K. R..AA .F. R.A.F. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 1L r 11 $ 13 ENC -48 ELEV: 171.227' PLANS PREPARED UNDER SUPERVISION OF RECOMM D A�20D PUBLIC IMPROVEMENT PLANS FOR: �i ��- DATUM: NGVD 29, RECORD OF SURVEY 18416 HORIZONTAL NLA- DATE: G.2i.zoll BY. z BY: TRAFFIC CALMING IMPROVEMENT PLANS ®069 -51 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST EDWARD W. DEANE 41- PETER COT - ROBLES CORNER OF CONCRETE DROP INLET ST NORTH SIDE 71461 /® R U B E N S TE I N AVE. Bc SUMMIT AVE. OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY R.C.E. NO.: DATE:����2�Z0!/ DATE: � 23 5 AT THE NORTHEAST RETURN INTO SCRIPPS VERTICAL N/A ENGI EXP.: 12/31 /2011 MEMORIAL HOSPITAL ENCINITAS. STEPHANIE KELLAR R.C.E. NO.: 48971 R.C.E. NO.:7� WORK PROJECT NO. S ZF_ SHEET 1 OF EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760) 633 -2778. 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 CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) AND OBTAIN APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START OF ANY WORK. DEVICES SHOWN IN THE SWPPP SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCE WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE HAZARDOUS CONDITIONS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. EROSION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. 2. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 3. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN WHICH INTERFERE WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER. 4. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 5. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING ONE- QUARTER (1/4) INCH IN ANY 12 -HOUR PERIOD, OR UPON DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESILTING BASINS, BASINS PUMPED DRY AND OTHER- WISE RESTORED TO THE ORIGINAL DESIGN CONDITION. 6. DESILTING BASINS CONSTRUCTED OF COMPACTED EARTH SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT OF MAXIMUM DENSITY. A SOIL ENGINEERING REPORT INCLUDING THE TYPE OF FIELD TESTING PERFORMED, LOCATION, AND RESULTS OF TESTING SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL UPON COMPLETING THE DESILTING BASIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRE- CAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. B. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL NOT BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 9. STAND -BY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 10. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STAND -BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 11. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT CHANCE OF RAIN IS PREDICTED. 12. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. 13. A 12 -INCH HIGH BY 4 -FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS, CONCENTRATED WATER SHALL BE CARRIED NOT CLOSER THAN 10 -FEET FROM THE TOP OF SLOPES. 14. PROVIDED VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER AND SHALL EXTEND HALF WAY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE ENDS OF THE DAM. GRADE OF THE STREET INTERVAL LESS THAN 2% AS REQUIRED 2% TO 4% 100 FEET 4% TO 10% 50 FEET OVER 10% 25 FEET 15. ALL EROSION CONTROL PLANS MUST PROVIDE A 24 -HOUR TELEPHONE NUMBER AND THE NAME(S) OF THE PERSON(S) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE. R/W NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS 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: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: a. SEWERS ..... ......................ENCINITAS SANITARY DIVISION b. GAS & ELECTRIC ............ SAN DIEGO GAS & ELECTRIC c. WATER . ............................SAN DIEGUITO WATER DISTRICT d. TELEPHONE ..................... AT &T e. CABLE TV .......................COX CABLE (800) 422 -4133 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL, 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) ® (800) 422 -4122 NOT LESS THAN (2) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT -OF -WAY AND TO EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. A o INDICATES LOCATION OF ELEVATIONS SHOWN ON PLANS TYPICAL OVAL MEDIAN NO SCALE 5.5' 2'•X6" TREATED CONSTRUCT NON- REDWOOD HEADER 4 DG OVER NATIVE 2% EXISTING I GRADE JOIN EXISTING GRADE 11.0' 4.5' 3' (TYP) 2% CONSTRUCT 4" AC PAVEMENT TYPE III C2- AR4000 OVER 6" CLASS II AGGREGATE BASE OVER 12" SUBGRADE COMPACTED TO MIN 95% RELATIVE COMPACTION (TYP.) TRANSITION FLOWLINE TO ALLOW FLOW OUT OF GUTTER FOOTING 4" CURB PER B G -1 B 1 1 PLAN VIEW STAMPED 6x6 - 10/10 GALV. CONC. WIRE MESH 4" CURB PER #4 REBAR G -1 ­7 - #4 REBAR +II SECTION B -B MEDIAN ANCHOR DETAIL NO SCALE VARIES 50' - 65' 36.6' LANDSCAPING TOPSOIL AS` N11 W y 4.5' CONSTRUCT 6" CURB PER SDRSD G -1 OVER 6" CLASS II BASE OVER 12" SUBGRADE COMPACTED TO '�RPNS\N1N O��R�SE 1 U_V�E5S SHO 1 -1/2" PER TYPE G CURB & GUTTER SDRSD G -2 DIRECTION OF FLOW GUTTER TRANSITION DETAIL NO SCALE GuRg I Ste' GuReEE PVPN "� // MAINTAIN GUTTER GRADE TROLLED CURB SECTION ROLLED CURB TO STANDARD CURB TRANSITION DETAIL NO SCALE R/W COMPACTION • EXISTING :7 GRADE JOIN EXISTING GRADE NSTRUCT CURB AND • �� • • CONCRETE 2- UTTER PER SDRSD D.C. DIRECTION • OVER 6' CLASS 11 COMPACTED CLASS 11 • BASE • COMPACTED TO MIN. 95% RELATIVE • • COMPACTION TYPICAL OVAL ,Iu'EDL:AN SECTION A -A NO SGACE;, c 2' -6' V -6" 35/g z P.I. 1/2" R � R=2'-6" � vR =2' -6" 1 "X6 a °P.I. PLANE JOINT MODIFIED CONCRETE ROLLED CURB NO SCALE X971461 8 -1/2" G -6 CURB TYPE B -3 NO SCALE LEGEND SYMBOL EXIST. R/W EXIST. C.L. EXIST. CONTOUR _ 300 EXIST. WATER MAIN EXIST. SEWER MAIN EXIST. GAS LINE EXIST. CABLE TV EXIST. OVERHEAD ELECTRIC EXIST. UNDERGROUND ELECTRIC EXIST. CURB & GUTTER DIRECTION OF DRAINAGE FINISHED SURFACE ELEVATION INVERT ELEVATION FLOWLINE ELEVATION TOP OF CURB ELEVATION PROPOSED COLD PLANE PROPOSED AC PAVEMENT PROPOSED COLORED CONCRETE (MESA BLUFF) PROPOSED CONCRETE PAVER PROPOSED D.G. WALK PROPOSED TOP SOIL PROPOSED GRAVELPAVE2 S G TV E -OH - E 300 00 FC__ 300 5)0.00 F� 300 00 ACC TOP OF LANDSC BELOW GUTTER LANDSCAPE AREA FOR STORM WATER TorAnArnIT MAD CURB CUT TYPICAL DETAIL NO SCALE TOP OF LANDSCAPING/ MULCH TO BE BELOW INVERT OF GUTTER AT CURB CUT IN ORDER TO ALLOW FLOWS TO ENTER AND TRAVEL AWAY FROM THE STREET 4" CURB CUT ALLOWS RUNOFF PROVIDE COBBLE OR EQUAL SLOPE TO ENTER BMP PROTECTION WHERE SLOPE IS PROPOSED BEHIND CURB LANDSCAPE AREA FOR STORM WATER TREATMENT BMP SECTION THROUGH CURB CUT NO SCALE REVISIONS APPROVED SYMBOLS REFERENCES DATE BENCHMARK SCALE EXISTING FEATURES O' URVV" D' ® WATER METER SEWER CLEANOUT DRAWING NO. PALM R.A.F. SO -8A COP POWER POLE ®v WATER VALVE HORIZONTAL AS SHOWN VERTICAL PLANS PREPARED UNDER SUPERVISION OF DATE: (0-24--4011 R.C.E. NO.: 71461 ENGI EtR 12/31/2011 STEPHANIE KELLAR EXP.: RECOMM ND D AP D 6Y: .� BY: EDWARD W. DEANE 4r -PETER OTA ROBLES DATE: 22 Zo!/ DATE: r'O 23 R.C.E. NO.: 48971 R.C.E. NO.: PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS RUBENSTEIN AVE. & SUMMIT AVE. WORK PROJECT NO. _C6501F_ 0069 -SI ,/ AY D04 FIRE HYDRANT Q TELEPHONE RISER EUCALYPTUS GUY WIRE ® CATV RISER EUC ®GM GAS METER ® PULL BOX YUCCA ®� GAS VALVE Oa HOSE BIB a BUSH MB MAIL BOX + STREET NAME SIGN EDGE OF PVMT. sD STORM DRAIN MANHOLE ❑ CATV PS 7VPB TREE Q SIGN +--0 STREET LIGHT Os SEWER MANHOLE O PINE TELEPHONE MANHOLE TOP OF LANDSC BELOW GUTTER LANDSCAPE AREA FOR STORM WATER TorAnArnIT MAD CURB CUT TYPICAL DETAIL NO SCALE TOP OF LANDSCAPING/ MULCH TO BE BELOW INVERT OF GUTTER AT CURB CUT IN ORDER TO ALLOW FLOWS TO ENTER AND TRAVEL AWAY FROM THE STREET 4" CURB CUT ALLOWS RUNOFF PROVIDE COBBLE OR EQUAL SLOPE TO ENTER BMP PROTECTION WHERE SLOPE IS PROPOSED BEHIND CURB LANDSCAPE AREA FOR STORM WATER TREATMENT BMP SECTION THROUGH CURB CUT NO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT O' URVV" D' �nC�MCU D' APPROVALS CITY OF ENGINEERING DEPARTMENT DRAWING NO. S.. .. R.A.F. R.A.F. - -8A S•8•/3 ENC -48 ELEV. 171.227 DATUM: NGVD 29, RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. HORIZONTAL AS SHOWN VERTICAL PLANS PREPARED UNDER SUPERVISION OF DATE: (0-24--4011 R.C.E. NO.: 71461 ENGI EtR 12/31/2011 STEPHANIE KELLAR EXP.: RECOMM ND D AP D 6Y: .� BY: EDWARD W. DEANE 4r -PETER OTA ROBLES DATE: 22 Zo!/ DATE: r'O 23 R.C.E. NO.: 48971 R.C.E. NO.: PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS RUBENSTEIN AVE. & SUMMIT AVE. WORK PROJECT NO. _C6501F_ 0069 -SI ,/ AY SHEET 2 OF D6 ,aid-M%?r-T At 1247 FF�—ejtL�"j DuqFvAy sEpm 11 N E -- - --------- --------- PROTEC-C IM ?LA-CX- 3+0&3$ Qmli�� RFMAME E�—� 1252 lioE PROFILE VERT. 1"=l' SCALES HORIZ. 1 "=l 0' PLAN HORIZ. 1"=10' DELTA/BEARING GRADE TO DRAIN LENGTH FffT­URNTO OIA N 10*46'28" W PROTECT bt N1 2 73+59.74 30.00' ......... 3 N 23'53'42" W TENSILE 11.43' 4 N, GRADE TO DRAIN w2e 14.39' 5 N 01 *52'080 E 14 2E BEHIND CUI 731 6*23'00" 100.00' 11.14' 7 EC 5.00'. 8.70' 8 31 6.00' - -- --------- 9 %ar 31 4.59 i 10 2545'50" 21.00' 9.�w 11 96*01'13" 5.00' 8.38' :4 0 Nll*15'06"W N E -- - --------- --------- PROTEC-C IM ?LA-CX- 3+0&3$ Qmli�� RFMAME E�—� 1252 lioE PROFILE VERT. 1"=l' SCALES HORIZ. 1 "=l 0' PLAN HORIZ. 1"=10' <�7> F-*lll-'l'--2'-rpl- JUIN EX. PvmT. -------- - ---- A mn �AM<Mn. 17&7WTC RUBENSTEIN AVE. //CC 3 5199 - — ------- L PCG ........... <1 i3s, --------- ------ .3+7a.02 EC END 0" CURB "I�PROTECT IN P FWL 00FATH Nx IN PLACE 178.9i'Tc '�'4-MEAST. OG PATH J"V' 1260 1154 PROTECT IN EMST. a- CONCRETE & PA YMMENEVER. 2�' -I - ---------------- -- ------ ----- ID 1: OVAL MEDIAN OCURB DATA TABLE NO. DELTA/BEARING �2 LENGTH x-- ---- -- N 10*46'28" W PROTECT bt N1 2 73+59.74 <�7> F-*lll-'l'--2'-rpl- JUIN EX. PvmT. -------- - ---- A mn �AM<Mn. 17&7WTC RUBENSTEIN AVE. //CC 3 5199 - — ------- L PCG ........... <1 i3s, --------- ------ .3+7a.02 EC END 0" CURB "I�PROTECT IN P FWL 00FATH Nx IN PLACE 178.9i'Tc '�'4-MEAST. OG PATH J"V' 1260 1154 PROTECT IN EMST. a- CONCRETE & PA YMMENEVER. 2�' -I - ---------------- -- ------ ----- ID 1: OVAL MEDIAN OCURB DATA TABLE NO. DELTA/BEARING RADIUS LENGTH 1 N 10*46'28" W RESIN - 1.46' 2 13'07'14" 30.00' 6.87' 3 N 23'53'42" W TENSILE 11.43' 4 2545'50" 32.0(Y 14.39' 5 N 01 *52'080 E 11.31' 6 6*23'00" 100.00' 11.14' 7 99*43'25� 5.00'. 8.70' 8 55*11'29" 6.00' 5.78' 9 21-55'36- 12.00' 4.59 i 10 2545'50" 21.00' 9.�w 11 96*01'13" 5.00' 8.38' 12 Nll*15'06"W 5.47' 13 13*07'14" 40.00' 9.16' 14 N01*52'08"E 13.59'1 15 27*32'35" 32.00' 15.38' 16 11 '58'28" 11.00 2.30' 17 24*09'07" 35.50' 14.96' 18 100-36'04" 5.00' 8.78' DEMOLITION NOTES 2�—CLEAR AND GRUB ZLREMOVE AND DISPOSE OF PAVEMENT AND SOIL — BELOW PAVEMENT ZL—REMOVE AND DISPOSE OF SOIL Z!L-- SAWCUT PAVEMENT REMOVE AND DISPOSE OF CONCRETE SIDEWALK, ,&S—DRIVEWAY, CURB & GUTTER zhl—REMOVE EXIST. TREE; RELOCATE IF POSSIBLE A—SAWCUT & REMOVE PORT10N OF HEADER THAT CROSSES PED PATH. -- ----- ----- -- 'Ind x CY14611 rl)j� CONSTRUCTION NOTES CONSTRUCT S' CONCRETE CURB PER G-1, MESA BUFF O.A.E. COLOR. CONSTRUCT 6" CONCRETE CURB PER G-1, MESA BUFF O.A.E. COLOR. CONSTRUCT 6" CONCRETE CURB & GUTTER PER G-2, MESA BUFF O.A.E. COLOR. (�)—MIN. 6- CLASS 11 AGGREGATE 13ASE (D—CONSTRUCT 4" AC PVMT. TYPE III C2—AR 4000 @---CONSTRUCT 4" D.G. WALKWAY q)—CONCRETE PAVERS ON SAND BEDDING AND 8" P.C.C. @—CONSTRUCT TRAFFIC CONTROL SIGNS @—TOP SOIL BMP'S WHITE PAINT STRIPE @—COLD PLANE EX. AC PVMT. 2" DEEP & OVERLAY W/ 2- THICK AC PVMT. (C2—AR 4000). 1/2- MAX. AGGREGATE PVMT. REINFORCEMENT MEMBRANE: PETROMAT, GLASSCRID OR EQUAL. @—PROTECT IN PLACE EXISTING MAILBOX 4 - CURB CUT TO ALLOW FLOWS TO ENTER FOR BMP, SEE DETAIL ON SHEET 2. @--l' X 2' COBBLE OR EQUAL PERMANENT EROSION PROTECTION/lDISSIPATOR, SEE DETAIL ON SHEET 2. @—TRANSITION FLOWLINE TO ALLOW FLOW OUT OF GUTTER. &—INSTALL 8- — 4--8" BUFF COLORED ROCK COBBLE. @—SAWCUT, REMOVE, AND REPLACE EXIsTING AC DRIVEWAY W/4-AC OVER 6- CLASS 11 BASE ONLY AS NECESSARY TO MEET ADA COMPLIANCE, 4!x4' AREA NOT TO EXCEED 2% IN EITHER DIRECTION. 4" AC PAVING 6" CLASS 11 BASE --j 6"X16" PCC FLUSH CURB AT EDGE OF PAVING TOP OF GRAVEL GRAVELPAVE2 ATTACH NTH SNAP FIT FASTENERS FILTER FABRIC - OVERLAPPING JOINTS 3/16" TO 3/8- ANGULAR GRAVEL, UNIFORM SIZE, WASHED FILL RING SECTION WITH ENLARGEMENT COMPACTED SANDY GRAVEL BASE COURSE TYPICAL GRAVELPAVE2 DETAIL WIDTH AS PER PLAN 4"-6" RISE TO \—MIN 2" OF 3/8" GRAVEL MIN 12- OF 3/4" CRUSHED ROCK PLAN 50 CM (19�7") — TREATED WOOD HEADER GRAVELPAVE2 INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS CUPS FILLED NTH 3/8- ANGULAR GRAVEL, UNIFORM SIZE, WASHED SPECIFICATIONS UNITS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1 -) AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 538 GRAMS (19 OZ.) OR 2.2 KG (4.8 POUNDS) STRENGTH - 402 K8/CM (5720 PSI) COLOR - BLACK (STANDARD) RESIN - 100% POST-CONSUMER RECYCLED HDPE/LDPE FABRIC 6M/IM WEIGHT - 3.5 OZ(,SY(120 TENSILE - 120 L /FT (58E�KG/N!2) FLOW - 275 GAL�,MIN/SF 11,200 L�MIN/M OPTIONS - CUST M FABRI� TO 6 0 AVAILABLE. GRAVELPAVE2 ADJACENT GRAVELPAVE2 SEE ENLARGEMENT BELOW FILTER FABRIC ATTACHED TO BOTTOM OF GRAVELPAVE2 N� NOT TO SCALE RUBENSTEIN AVE. DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT S.N., S.K., R.A.F. R.A.F. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS- Su i L'r ENC-48 ELEV: 171.227' it PLANS PREPARED UNDER SUPERVISION OF RECOMME E PUBLIC IMPROVEMENT PLANS FOR: DATUM: NGVD 29, RECORD OF SURVEY 18416 HORIZONTAL 1 =10' 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST DATE: (O-Zle-2-011 BY: BY: TRAFFIC CALMING IMPROVEMENT PLANS CORNER OF CONCRETE DROP INLET ON NORTH SIDE EDWARD WDEANE 4sePETER COT�—ROBLES 0069-SI OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY —ALIAAA-MA ;I �ZjyaAe�-% R.C.E. No.: 71461 5 A HE N RTHEAST RETURN INTO SCRIPPS VERTICAL ENGIN&R�/ EXP.: 12/31/2011 DATE: re/zz/"// DAT RUBENSTEIN AVE. M M T T I L 0 1 48971 wjMe 1 SHEET 3 E ORA HOSPITAL, ENCINITAS. STEPHANIE KELLAR R.C.E. NO.: R.C.E. NO 14 - WORK PROJECT NO. Qtjj0ZE- O CURB DATA TABLE NO. DELTA BEARING RADIUS LENGTH 1 N 10'46'28" W SCALE 1.46' 2 13'07'14" 30.00' 6.87' 3 N 2353'42" W .N..SK.. S.N. S.K. R.A.F. 11.43' 4 25'45'50" 32.00' 14.39' 5 N 01'52'08" E ENC -48 ELEV. 171.227' DATUM: NGVD 29, RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. 11.31' 6 6'23'00" 100.00' 11.14' 7 99'43'25" 5.00' 8.70' 8 55'11'29" 6.00' 5.78' 9 21'55'36" 12.00' 4.59' 10 2545'50" 21.00' 9.44' 11 95'44'21" 5.00' 8.35' 12 13'07'14" 40.00' 9.16' 13 N 01'52'08" E 13.59' 14 25'45'50" 32.00' 14.39' 15 N 2353'42" W 11.31' 16 3'26'57" 100.00' 6.02' 17 1 97"14'30" 5.00' 8.49' 18 17'39'51" 100.00' 30.83' 19 34'53'21" 32.00' 19.49' 20 8'43'34" 100.00' 15.23' 21 80'22'53" 7.00' 9.82' 22 55'11'29" 6.00' 5.78' 23 21'55'36" 12.00' 4.59' 24 25'45'50" 21.00' 9.44' 25 97'14'30" 5.00' 8.49' 26 1 2511'15" 100.00' 43.96' 27 34'03'51" 32.00' 19.02' 28 15'05'33" 100.00' 26.34' 29 N 12'23'31" W 33.48' 30 65'31'43" 2.00' 2.29' 31 N 53'08'12" E 9.27' 32 N 09'49'13" E 24.30' 33 N 81'42'07" W 5.20' 34 37'17'12" 15.00 9.76' 35 26'05'49" 5.00' 2.28' 35 17'16'49" 20.00' 6.03' 9 CURB C PROFILE VERT. 1"=l' SCALES HORIZ.1 " =10' PLAN HORIZ, 1 " =10' ALLOW FOR .� PARKING _.__. ' FRO _ a . � ✓1+ 6 END TRANSITION � 78 +50 PVMT. DATE REFERENCES 183.81'TC N 1957480.52 E 6244419.15 1332 `Y APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT o1 v" l 1Ll RLU or t CI TT OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. .N..SK.. S.N. S.K. R.A.F. R.A.F. AS- But ux A =94 6u& 00 •b'/ ENC -48 ELEV. 171.227' DATUM: NGVD 29, RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. HORIZONTAL 1 =10 > VERTICAL 1 =1 NOTE: CONTACT SDWD A MINIMUM OF 2 WEEKS PRIOR TO COMMENCING WORK IN THIS AREA. 79 +00 79+ / PVMT. 79 +50 3" ' SHEET d• END TRANSITION, MOV e TVAM BEGIN O CURB NOR74 184.0VTC Y 914-1 LANDSCAPE & GRAVELPAVE2 OUTSIDE THE LIMITS OF THE DG PATH WHENEVER POSSIBLE ID 2A:.- OVAL MEDIAN RU BENSTEI N 'AVE. RAVEL TO MATCH EMST. AS PER_______ -_ � `COMMENDATIONS. SLOPBO DRAIN SOU TH. TTOM SEE DETAILS ON 79 +88.71 2.32 R SEE GUTTER TRANSITION 883.84YC Z SHEET 2 PVMT. m PVMT. NOTE: CONTACT SDWD A MINIMUM OF 2 WEEKS PRIOR TO COMMENCING WORK IN THIS AREA DEMOLITION NOTES CLEAR AND GRUB REMOVE AND DISPOSE OF PAVEMENT AND SOIL n2 BELOW PAVEMENT /n REMOVE AND DISPOSE OF SOIL /S SAWCUT PAVEMENT REMOVE AND DISPOSE OF CONCRETE SIDEWALK, DRIVEWAY, CURB & GUTTER REMOVE EXIST. TREE CONSTRUCTION NOTES CONSTRUCT 3" CONCRETE CURB PER G -1, MESA BUFF O.A.E. COLOR. Q- CONSTRUCT 6" CONCRETE CURB PER G -1, MESA BUFF O.A.E. COLOR. CONSTRUCT 6" CONCRETE CURB & GUTTER PER G -2, MESA BUFF O.A.E. COLOR. 50- MIN. 6" CLASS II AGGREGATE BASE CONSTRUCT 4" AC PVMT. TYPE III C2 -AR 4000 7o-- CONSTRUCT 4" D.G. WALKWAY CONCRETE PAVERS ON SAND BEDDING AND 8" P.C.C. 10 CONSTRUCT TRAFFIC CONTROL SIGNS 11 TOP SOIL @_ BMP'S 14 ADJUST TO GRADE 16 MAIL BOX RELOCATION 18 WHITE PAINT STRIPE o- COLD PLANE EX. AC PVMT. 2" DEEP & OVERLAY W/ 2" THICK AC PVMT. (C2 -AR 4000). 1/2" MAX. AGGREGATE PVMT. REINFORCEMENT MEMBRANE: PETROMAT, GLASSGRID OR EQUAL. PROTECT IN PLACE EXISTING MAILBOX (31 __4* CURB CUT TO ALLOW FLOWS TO ENTER FOR BMP, SEE DETAIL ON SHEET 2. 1' X 2' COBBLE OR EQUAL PERMANENT EROSION PROTECTION/DISSIPATOR, SEE DETAIL ON SHEET 2. 3- TRANSITION FLOWLINE TO ALLOW FLOW OUT OF GUTTER. 34 INSTALL 8" - 4 " -8" BUFF COLORED ROCK COBBLE. 35 SAWCUT, REMOVE, AND REPLACE EXISTING AC DRIVEWAY W/4-AC OVER 6" CLASS II BASE ONLY AS NECESSARY TO MEET ADA COMPLIANCE, 4'x4' AREA NOT TO EXCEED 2% IN EITHER DIRECTION. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT o1 VRNWIV or l 1Ll RLU or APPROVALS CI TT OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. .N..SK.. S.N. S.K. R.A.F. R.A.F. AS- But ux A =94 6u& 00 •b'/ ENC -48 ELEV. 171.227' DATUM: NGVD 29, RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. HORIZONTAL 1 =10 > VERTICAL 1 =1 PLANS PREPARED UNDER SUPERVISION OF DATE: /.• SL7L •:LDiI ' 71461 R.C.E. NO.: ENGINES EXP : 12/31/2011 STEPHANIE KELLAR RECOMM ND D AP D BY: a Z e//v': RD DEANS PETER OT - ROBLES feA' DATE: G ALA0!/ DATE: R.C.E. NO.: 48971 R.C.E. NO $WO PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS R U B E N S TE I N AVE. WORK PROJECT NO. LIA6 Q_&F ® ®69 ®SI SHEET 4 OF lo� 1405 -it RELOCATE EXISTING WEED LIMIT NUN 1425 10' GUTTER i TRANSITION SEE GRADE TO DETAIL SHEET 2 _!DRAIN 4:L5 - - - - - - - - - - UAL , x --- - - --------- ------------- ------------ - -------- ------ 0� e6 94+46.al J JOIN EXIST. 14- 84+25.19 PR W-T 15.52 L Al 840752 JOIN EA -PVMT. REVISIONS Dry 8L2: T bR%%I6%4hq ------- --- ----- 4 ---- ---- MAX: ------ - ---- 2' TRANSITION TO S3,69 0 FLUSH CURB 84+23 .84 E EXIST. 25.53 R POC STRIP & TRANSITION FROM N 1956905.52 FLUSH AT TOP OF RAMPS TO e E 6244525.12 ABOVE DG PATH AT BOTTOM OF RAMP (TC LEVEL WITH PCC mr " 2 STRIP' AS NECESSARY PER CITY 32 S To INSPECTOR. -T e'C. 1420 PCC RF!Idg'og & RE126WE PCC \rDRIVE-VWAY BE4*ffl-R#k-SEF PRAFli-F ON 1446&;m-& ID 3: OVAL MEDIAN RUBENSTEIN AVE. CURB. N 70 G 19 /'cl lvc� c' A .-MAXf ........ .. 1p9tw-cft-r 6�-• --------- 85+00 -------------- --- - ----- tZ 3 (I ------- - - ----- ---- - - 0 DROP AT UP. SEE DETAIL SHEET 2 94 .3a V_e't 24.98 R EC J cl I " '9- 'eq q rn 40 - - - -- - -- -- - PROFILE VERT. 1"=l' SCALES HORIZ. 1 " =10' PLAN HORIZ. 1"=10' -------- ---- lk - - - - - - - - - - ----------- -- ----------------------- BC N 19! E 62, .dSv 91+75 92+00 92+25 92+50 ------------- A 4 ------ -------- ar. 7 /1527 ------------ nrm im 4w 'Jo �ls 7 ------- ------- Z' ------ 91 179.78TC RADIUS LENGTH 1 �X' 100.00' BETWEEN WALL & 2 PAVEMENT AND REPLACE 32.00' BEHIND DG PATH/RETURN 3 TO OWNER 7.00' 13.22' ADJUST WATER METER TO GRADE 55*11429" 6.00' e) Z�ol BC N 19! E 62, .dSv 91+75 92+00 92+25 92+50 ------------- A 4 ------ -------- ar. 7 /1527 ------------ nrm im 4w 'Jo �ls 7 ------- ------- Z' ------ 91 -6 e; I 1526 r I ' - APPROVED DATE REFERENCES DATE BENCHMARK SCALE 5.lr•/3 ENC-48 ELEV; 171.227' =1 o' DATUM: NGVD 29, RECORD OF SURVEY 18416 HORIZONTAL 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS VERTICAL MEMORIAL HOSPITAL, ENCINITAS. ID 4® MEDIAN ((V'440 C471461L e:xp !� RUBENSTEIN AVE. Vn�Wll D i �nL�MLU 01 SPECIAL DISTRICT R.A.F. APPROVALS 0 N S 7,C/N - 92+07.50 VE. 0 CURB DATA TABLE NO. 179.78TC RADIUS LENGTH 1 REMOVE EXIST. ROCK 100.00' BETWEEN WALL & 2 PAVEMENT AND REPLACE 32.00' BEHIND DG PATH/RETURN 3 TO OWNER -6 e; I 1526 r I ' - APPROVED DATE REFERENCES DATE BENCHMARK SCALE 5.lr•/3 ENC-48 ELEV; 171.227' =1 o' DATUM: NGVD 29, RECORD OF SURVEY 18416 HORIZONTAL 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS VERTICAL MEMORIAL HOSPITAL, ENCINITAS. ID 4® MEDIAN ((V'440 C471461L e:xp !� RUBENSTEIN AVE. Vn�Wll D i �nL�MLU 01 SPECIAL DISTRICT R.A.F. APPROVALS 0 N S 7,C/N - 92+07.50 VE. 0 CURB DATA TABLE NO. DELTA BEARING RADIUS LENGTH 1 11'07'24" 100.00' 19.41' 2 38*06'17" 32.00' 21.28' 3 108*11'37" 7.00' 13.22' 4 55*11429" 6.00' 5.78' 5 21'55'36" 12.00' 4.59' 6 25*45'50" 21.00' 9.44' 7 118'18" 100.00' 2.28' 8 33*54'47* 32.00' 18.94' 9 19*31'07" 100.00' 34.07' 10 83'14'49" 10.00' 14.53' 11 90*00,00, 2.00' 3.14' 12 5*08*30" 225.00' 20.19' 13 5'08'30" 221,00' 19.83' 14 4'21'00" 1 225.00' 17.08'1 5 4'21'00" 221.00' 16.78' 16 N 8911'17" E END WCUR 17&46'TC 4,80' 1 7 85*37'21" 1.00' 1.49' L1 1 8 25'11'22" 210.00' 92,32' 1 9 127'01'Olft 1.00' 2.22' 2 0 N 59'46'51" E 7,48 1.03 R PCB CONSTRUCTION NOTES PUBLIC IMPROVEMENT PLANS FOR: CONSTRUCT 3" CONCRETE CURB PER G-1, 92+24.65 TRAFFIC CALMING IMPROVEMENT PLANS MESA BUFF O.A.E. COLOR. cc W. DEANE PEIRfOT�-ROBLES CONSTRUCT 4" CONCRETE CURB PER G-1, rn R.C.E. No.: ' MESA BUFF O.A.E. COLOR RUBENSTEIN AVE. CONSTRUCT 6- CONCRETE CURB PER G-1, 42 92+. 2.77 26 R 70 T MESA BUFF O.A.E. COLOR. '446 7x.34 5�O R PR -40 EC (D-- CONSTRUCT 6" CONCRETE CURB & GUTTER PER G-2, MESA BUFF O.A.E. COLOR, 92 92� @-MIN. 6" CLASS 11 AGGREGATE BASE 4.80 PRc 7- (��--CONSTRUCT 4- AC PVMT. TYPE III C2-AR 4000 .9.3 1 S 4 0, +93. -- CONSTRUCT 4" D.G. WALKWAY wm 78.51 Ir Tc CONCRETE PAVERS ON SAND BEDDING AND 8" P.C.C. 5+9862 I 10 CONSTRUCT TRAFFIC CONTROL SIGNS TOP SOIL --- 15- CONSTRUCT A.C. PVMT. TYPE III C2-AR 4000 W+ D.G. PATH EXTENDED TO M 7S.- WHITE PAINT STRIPE EXISTING WAI I 11 - - S' TR ANSI 11 0 " N CONSTRUCT 4- STAMPED CONCRETE, BAJA RED O.A.E, U rLvbm W COLOR W/ STAMPED BRICK PATTERN. 6 +03.12 COLD PLANE EX. AC PVMT. 2" DEEP & OVERLAY 178. TC W/ 2 THICK AC PVMT. (C2-AR 4000). 1/2" MAX. 6+04.82 m r AGGREGATE PVMT. REINFORCEMENT MEMBRANE: END WCUR 17&46'TC PETROMAT, GLASSGRID OR EQUAL A SEE SHEET 2 FOR MEDIAN ANCHOR DETAIL 4" CURB CUT TO ALLOW FLOWS TO ENTER FOR BMP, SEE DETAIL ON SHEET 2. DEMOLITION NOTES 1' X 2' COBBLE OR EQUAL_ PERMANENT EROSION PROT.ECTION/DISSIPA.TOR', SEE DETAIL ON SHEET 2. ZL- CLEAR AND GRUB TRANSITION FLOWI-INE TO ALLOW FLOW OUT OF GUTTER. - AND DISPOSE OF PAVEMENT AND SOIL ZLREMOVE BELOW PAVEMENT @-- SAWCUT, REMOVE, AND REPLACE EXISTING AC 2�- SAWCUT PAVEMENT 0 DRIVEWAY W/4 -AC OVER 6- CLASS 11 BASE ONLY AS NECESSARY TO MEET ADA COMPLIANCE, 4'x4' AREA ZL-RELOCATE EXIST. TRAFFIC CONTROL SICN NOT TO EXCEED 2% IN EITHER DIRECTION. CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP PUBLIC IMPROVEMENT PLANS FOR: DATE: k-,L2-- A*ff BY- ;f IY7 BY: EDWARD TRAFFIC CALMING IMPROVEMENT PLANS 0069-SI 71461 W. DEANE PEIRfOT�-ROBLES R.C.E. No.: ' zz/zio// DATE: --(0,/ DATE- 4�/g ZZ, RUBENSTEIN AVE. ENGINEER STEPHANIE KELLAR EXP.: 12/31/2011 R.C.E. NO.: 48971 R.C.E. NO WORK PROJECT NO. C fAS 0 2.F SHEET 5 OF -I)X REVISIONS J s APPROVED DATE V) J6�s I s os PROFILE VERT. 1"=l' SCALES HORIZ.1 " =10' PLAN HORIZ. 1 " =10' ` -Try Lv BEGIN 0' APPROVALS PLANS' OREPARED UNDER s 151.31 -TC APPROVED DATE V) J6�s I s os PROFILE VERT. 1"=l' SCALES HORIZ.1 " =10' PLAN HORIZ. 1 " =10' ` -Try DELTA /BEARING R.A.F. APPROVALS PLANS' OREPARED UNDER SUPERVISION OF RECOMME D VED 16 DATE: !i .2.1..20 /1 BY: R.C.E. NO.: 71461 EDWARD W. DEANE �ZZ /Z ®�/ f�� PETER COTA — ROBLES A ENGINEE sr DATE: 48971 DATE: X2378 STEPHANIE KELLAR N 00'29'37" E R.C.E. NO.: R.C.E. NO 20 180'00'00" 1257 18.85' 21 5 1273 136.00' 46.21' s 48.00' E 6243515.39 18'30'35" 136.00' 43.94' 25 N 00'29'37" E 10.82' mwm 70'35'18" 25.00' 30.80' 25 6cN We cvx6 \ s, N 1957977.68 E 6243486.73 REFERENCES DATE I BENCHMARK SCALE •8.13 ENC -48 ELEV: 171.227' r. r DATUM: NGVD 29, RECORD OF SURVEY 18416 HORIZONTAL 1 =10 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS VERTICAL MEMORIAL HbsPITAL, ENCINITAS. :- C 71 6 + %T:' ExP I tJ.0 l v SPECIAL DISTRICT x x s� Pv1Ar. 15 +00 A@ 11 +51 JdP �FS.� "ice SUMMIT AVE. ID 7A: ALTERNATE SUMMIT AVE. r A DEMOLITION NOTES REMOVE AND DISPOSE OF PAVEMENT AND SOIL 2 BELOW PAVEMENT SAWCUT PAVEMENT CONSTRUCTION NOTES V CONSTRUCT 3" CONCRETE CURB PER G -1, MESA BUFF O.A.E. COLOR. 3� CONSTRUCT 6" CONCRETE CURB PER G -1, MESA BUFF O.A.E. COLOR. 4o- CONSTRUCT 6" CONCRETE CURB & GUTTER PER G -2, MESA BUFF O.A.E. COLOR. MIN. 6" CLASS II AGGREGATE BASE (D—CONSTRUCT 4" AC PVMT. TYPE III C2 -AR 4000 O CONSTRUCT 4" D.G. WALKWAY 10 CONSTRUCT TRAFFIC CONTROL SIGNS 11 TOP SOIL o- COLD PLANE EX. AC PVMT. 2" DEEP & OVERLAY W/ 2" THICK AC PVMT. (C2 -AR 4000). 1/2" MAX. AGGREGATE PVMT. REINFORCEMENT MEMBRANE: PETROMAT, GLASSGRID OR EQUAL. ©--- TRANSITION FLOWLINE TO ALLOW FLOW OUT OF GUTTER (D--LIP OF GUTTER TO MATCH EXIST. PVMT. ELEV. INSTALL 8" - 4 " -8" BUFF COLORED ROCK COBBLE. 35 SAWCUT, REMOVE, AND REPLACE EXISTING AC DRIVEWAY W/4-AC OVER 6" CLASS II BASE ONLY AS NECESSARY TO MEET ADA COMPLIANCE, 4'x4' AREA NOT TO EXCEED 2% IN EITHER DIRECTION. O CURB DATA TABLE NO. DELTA /BEARING R.A.F. APPROVALS PLANS' OREPARED UNDER SUPERVISION OF RECOMME D VED 16 DATE: !i .2.1..20 /1 BY: BY: ArAZ R.C.E. NO.: 71461 EDWARD W. DEANE �ZZ /Z ®�/ f�� PETER COTA — ROBLES A ENGINEE EXP : 12 31 2011 DATE: 48971 DATE: X2378 STEPHANIE KELLAR N 00'29'37" E R.C.E. NO.: R.C.E. NO r A DEMOLITION NOTES REMOVE AND DISPOSE OF PAVEMENT AND SOIL 2 BELOW PAVEMENT SAWCUT PAVEMENT CONSTRUCTION NOTES V CONSTRUCT 3" CONCRETE CURB PER G -1, MESA BUFF O.A.E. COLOR. 3� CONSTRUCT 6" CONCRETE CURB PER G -1, MESA BUFF O.A.E. COLOR. 4o- CONSTRUCT 6" CONCRETE CURB & GUTTER PER G -2, MESA BUFF O.A.E. COLOR. MIN. 6" CLASS II AGGREGATE BASE (D—CONSTRUCT 4" AC PVMT. TYPE III C2 -AR 4000 O CONSTRUCT 4" D.G. WALKWAY 10 CONSTRUCT TRAFFIC CONTROL SIGNS 11 TOP SOIL o- COLD PLANE EX. AC PVMT. 2" DEEP & OVERLAY W/ 2" THICK AC PVMT. (C2 -AR 4000). 1/2" MAX. AGGREGATE PVMT. REINFORCEMENT MEMBRANE: PETROMAT, GLASSGRID OR EQUAL. ©--- TRANSITION FLOWLINE TO ALLOW FLOW OUT OF GUTTER (D--LIP OF GUTTER TO MATCH EXIST. PVMT. ELEV. INSTALL 8" - 4 " -8" BUFF COLORED ROCK COBBLE. 35 SAWCUT, REMOVE, AND REPLACE EXISTING AC DRIVEWAY W/4-AC OVER 6" CLASS II BASE ONLY AS NECESSARY TO MEET ADA COMPLIANCE, 4'x4' AREA NOT TO EXCEED 2% IN EITHER DIRECTION. O CURB DATA TABLE NO. DELTA /BEARING RADIUS LENGTH 15 N 00'29'37" E 39.99' 16 90'00'00" 15.00' 23.56' 17 N 89'30'23" W 14.39' 18 N 89'30'23" W 14.39' 19 N 00'29'37" E 22.05' 20 180'00'00" 6.00' 18.85' 21 N 00'29'37" E 31.41' 22 19'28'01" 136.00' 46.21' 23 37'58'36" 48.00' 31.82' 24 18'30'35" 136.00' 43.94' 25 N 00'29'37" E 10.82' 26 70'35'18" 25.00' 30.80' CITY OF ENCINITAS ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS SUMMIT AVE. WORK PROJECT NO. DRAWING NO. SHEET 7 OF CONCRETE TRANSITION F.S. TO TO DG PATH PROPOSED 4 "� NEW CONCRETE DG PATH PATH . ilia ° °9l °I a - • .. . � -�'� _:`. -'�.: DETAIL 'A' TRANSITION TO NEW CONCRETE PATH NO SCALE MOUNTABLE CURB DETAIL 2 NO SCALE NOTES: 1. CONCRETE SHALL ATTAIN 4,000 P.S.I. COMPRESSION STRENGTH IN 28 DAYS. 2. CONTRACTION JOINTS SHALL BE CONSTRUCTED AT ALL POINTS OF CURVATURE AND AT MAXIMUM INTERVALS OF 20 FEET. 3. MESA BUFF O.A.E. COLOR 4k,. , tZW 01461 , { EXP IWIAL PROFILE VERT. 1"=l' SCALES HORIZ.1 " =10' PLAN HORIZ. 1"=10' O CURB DATA TABLE NO. DELTA BEARING RADIUS LENGTH 12 175'23'30" 12.51' 38.30' 13 42'31'42" 10.00' 7.42' 14 25.42'17" 2.00' 0.90' 15 N 16'48'35" W P - 3.42' 16 N 16'48'35" W / 25.00' 17 N 16'48'35" W PLANS PREPARED UNDER SUPERVISION OF DATE: y•&a- ;ZO / ��r��� 71461 R.C.E. NO.: ENGINES EXP.: 12/31 /2011 STEPHANIE KELLAR 60.42' 18 45'34'55" 10.00' 7.96' DEMOLITION NOTES REMOVE AND DISPOSE OF PAVEMENT AND SOIL 2^ BELOW PAVEMENT /S SAWCUT PAVEMENT CONSTRUCTION NOTES CONSTRUCT 4" CONCRETE CURB PER G -1 MIN. 6" CLASS II AGGREGATE BASE (D—CONSTRUCT 4" AC PVMT. TYPE III C2 —AR 4000 O — CONSTRUCT 4" D.G. WALKWAY 9o- CONCRETE PAVERS ON SAND BEDDING AND 8" P.C.C. 10 CONSTRUCT TRAFFIC CONTROL SIGNS 11 TOP SOIL 16 MAIL BOX RELOCATION o— COLD PLANE EX. AC PVMT. 2" DEEP & OVERLAY W/ 2" THICK AC PVMT. (C2 —AR 4000). 1/2" MAX. AGGREGATE PVMT. REINFORCEMENT MEMBRANE: PETROMAT, GLASSGRID OR EQUAL. CONSTRUCT 6" X 16" DEEP CONCRETE FLUSH CURB SEE SHEET 2 FOR MEDIAAI AN{OR DETAIL INSTALL 8" 4"-8" BW,71 COLAA ROCK COBBLE. SAWCUT, REMOVE AND,., 71NG AO" DRIVEWAY W/4-AC OVER" 6 ' S' 1 BASS. ONLY AS NECESSARY TO MEET ADA GQMPUANCE 4'x4' AREA NOT TO EXCEED 2% IN EITHER DTRECTIa ID 8C: ALTERNATE SUMMIT AVE. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT UGJI IVGV o' uffl of UMLUNLU or APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. S.N. S.K., R.A.F. R.A.F. P - 5•$•( / ENC -48 ELEV. 171.227' DATUM: NGVD 29, RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. .. y HORIZONTAL 1 =10 ss s VERTICAL 1 =1 PLANS PREPARED UNDER SUPERVISION OF DATE: y•&a- ;ZO / ��r��� 71461 R.C.E. NO.: ENGINES EXP.: 12/31 /2011 STEPHANIE KELLAR RECOMMEND D AP D BY: BY: EDWAR/D W. DEANS �rr PETER C,OTA— ROBLES DATE: l o// DATE: l0 23��� 48971 R.C.E. NO.: R.C.E. NO PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS \/ SUMMIT AVE. Em WORK PROJECT NO. csL%,ZF_ ® ®69 ®SI SHEET 8 OF 29 +50 - I - TRANSITION SX 1".6.6 TC MAX. /. .. 1506 PROPERTY SIDE. <i XY,yyr 1S3:15'TO- { 5x' MAX. I __._ 4 5 GRADE TO DRAIN - CURB & GUTTER 153.15'TC SS PROFILE VERT. 1"=l' SCALES HORIZ. 1 " =10' PLAN 1 " =10' ;aa I i r I i u N %95633098 .. E''624386515'r -KS5 I� _ _ _30. 3 {:58" .� S L_. .{ J 7x z • -. - ...15.83 3 Ln 30+50 - I- 1 - Jy 9p r 22 ..•2:4 , �IBEIYA6K -RAID i O CURB DATA TABLE NO. at `• RADIUS I II- .. � v ' I 17 153.91'F� ' d3.8S I _I 2 17.42'44" 50.00' 15.46' 3 40'32'44" 32.00' 22.64' 4 i -�7i P1n1 <r,. 0 {'p BEGIN 0 ac BEGIN 86'49'52" 8.00' cx1Re & GUTTER d �-W-j Slb 153.76'TC SX 1".6.6 TC MAX. /. .. 1506 PROPERTY SIDE. <i XY,yyr 1S3:15'TO- { 5x' MAX. I __._ 4 5 GRADE TO DRAIN - CURB & GUTTER 153.15'TC SS PROFILE VERT. 1"=l' SCALES HORIZ. 1 " =10' PLAN 1 " =10' ;aa I i r I i u N %95633098 .. E''624386515'r -KS5 I� _ _ _30. 3 {:58" .� S L_. .{ J 7x z • -. - ...15.83 3 Ln 30+50 - I- 1 - Jy 9p r 22 ..•2:4 , �IBEIYA6K -RAID i O CURB DATA TABLE NO. DELTA /BEARING RADIUS LENGTH 1 8424'14" 5.00' 7.37' 2 17.42'44" 50.00' 15.46' 3 40'32'44" 32.00' 22.64' 4 11'42'46" 50.00' 10.22' 5 86'49'52" 8.00' 12.12' 6 N 73.01'58" E PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS SUMMIT AVE. WORK PROJECT NO. 1.99' 7 95'41.21" 5.00' 8.35' 8 N 2239'24" W 3.26' 9 90'00'00" 5.00' 7.85' 10 N 67.20'36" E 2.51' 11 5511'29" 6.00' 5.78' 12 21.55'36" 12.00' 4.59' 13 25'4550" 21.00' 9.44' 14 83'15'53" 7.00' 10.17' 15 14.06.52" 50.00' 12.32' 16 40.32'44" 32.00' 22.64' 17 11'42'46" 1 50.00' 10.22' 18 89'52'39" 1 8.00'1 12.55' DEMOLITION NOTES CLEAR AND GRUB REMOVE AND DISPOSE OF PAVEMENT AND SOIL 2 BELOW PAVEMENT J\ /- REMOVE AND DISPOSE OF SOIL SAWCUT PAVEMENT REMOVE AND DISPOSE OF CONCRETE SIDEWALK, Z5-DRIVEWAY, CURB & GUTTER RELOCATE EXIST. TRAFFIC CONTROL SIGN CONSTRUCTION NOTES 1�CONSTRUCT 3" CONCRETE CURB PER G -1, MESA BUFF O.A.E. COLOR. 2a- CONSTRUCT 4" CONCRETE CURB PER G -1 CONSTRUCT 6" CONCRETE CURB PER G -1, MESA BUFF O.A.E. COLOR. 4o- CONSTRUCT 6' CONCRETE CURB & GUTTER PER G -2, MESA BUFF O.A.E. COLOR. a- MIN. 6" CLASS II AGGREGATE BASE CONSTRUCT 4' AC PVMT. TYPE III C2 -AR 4000 6o- CONCRETE PAVERS ON SAND BEDDING AND 8" P.C.C. 10 CONSTRUCT TRAFFIC CONTROL SIGNS 11 TOP SOIL 12 TRAFFIC CONTROL 14 ADJUST TO GRADE 17 CONSTRUCT A.C. PVMT. TYPE III C2 -AR 4000 18 WHITE PAINT STRIPE 0-COLD PLANE EX. AC PVMT. 2' DEEP & OVERLAY W/ 2" THICK AC PVMT. (C2 -AR 4000). 1/2" MAX. AGGREGATE PVMT. REINFORCEMENT MEMBRANE: PETROMAT, GLASSGRID OR EQUAL. @-- TURFBLOCK OR EQUAL o- ROLLED PER PER SPECIAL DETAIL 29 CONSTRUCT 6' X 16" DEEP CONCRETE FLUSH CURB 30 SAWCUT EXIST. MOW STRIP AND PROTECT IN PLACE SEE SHEET 2 FOR MEDIAN ANCHOR DETAIL 34 INSTALL 8" - 4 " -8" BUFF COLORED ROCK COBBLE. ID 9• OVAL MEDIAN NEE: �N,.., so,� ®A Ii All,hNl�71 ®FDF�41tF • L WG.GALS PP-tom °:O GT.R.Tiwly .. SUMMITAVE. AIDJOCT WY TO &Lj.OF REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY NCI (� 0 TAS ENGINEERING DEPARTMENT DRAWING NO. S.N. S.K. R.A.F. .A .F. WILT SI E ELEV: EV: 1 71.227' 1 DATUM: NGVD 29, RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. �� HORIZONTAL 1 =10 � �� A VERTICAL 1 =1 PLANS PREPARED UNDER SUPERVISION OF DATE: ti•Z.i..t0�� � 71461 R.C.E. NO.: ENGINE EXP.: 12/31 /2011 STEPHANIE KELLAR RECOMMENDE AP 0 D BY: "I • 6Y: EDWARD DEANE PETER OT ROBLES DATE: DATE: 23 1� 48971 '$�„�7� R.C.E. NO.: R.C.E. NO.: PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS SUMMIT AVE. WORK PROJECT NO. 9 SHEET 9 OF ' u. TYPE K -2 - MARKER 4 ----- ------- ------- ------------- --------------------- --------------- - ------ R4-7 --------- 12"X1 B" M EDGELINE 1 RUBENSTEIN AVE. \_100' MITE EDGEUNE DOUBLE YELLOW 100' WHITE E TYPE K- CENTERUNE, 100' TO EDGE OF PAVEMENT DOUBLE YELLOW MARKER TO EDGE OF PAVEMENT CENTERUNE, 100r\ t loo' WHITE EDGELINE DOUBLE YELLOW RUBENSTEIN AVE. 100' MITE EDGELINE DOUBLE YELLOW-/ TO EDGE OF PAVEMENT TYPE K-2 CENTERUNE, 100' CENTERLINE, 10V MARKER TO EDGE OF PAVEMENT R4-7 12 °x18° -- ---------- -, - - - ------------ ---- ---- - --------- -------- -------- ------ - - - - - - ------ ---- --------- ---- --- --- - ---- 0 TYPE K R -2 4 MARKER ID 1 ID 2A 17 WHITE EDGELINE TYPE K-2 MARKER ID 4 p A 7- 4 7Y 7 10 Y,, --p-g-g-a i.9 ey --- - -- ------ --- ------- --- - ---- --------- -2 RI R1-2 /x ------- ------- ---- ------ ------------ ------- SUMMIT AVE. R07 ------ ---------- --------- z Ic TERU TOO X", at tiz, R172 s. N - — -- — -- — - — -- — -- — -- - ------ - -- --- ----- .. ---- - --- ---- x-- -- -- --- ----- X - -------- - -- --- -- --- ----- x -- ------ X D EWE ME. 1 % ID 7A ID 5 ---------- ------ ----- - - - ---------------- ... ..... ..... ... ..... - - ----- - ------ - ---- -- ----- - --------------- ---------- - ------- RI-2 & R1-2a lv f rl; 'ONE LANE ROAD AHEAD- SIGN ac 15 150' SOUTH OF RI-2 SIGN W1 -8 100' --"�' TO WHITE EDGEUNE EDGE OF PAVEMENT 100' M1 GEUN SUMMIT AVE. EDGE OF PAVEMENT E TO \N 100' WHITE EDGELINE \ TO EDGE OF PAVEME WT �N\1N ', --- --- --- "ONE LANE ROAD AHEAD" SIGN� RI -2 & WI -8 A- 150' NORTH OF RI-2 SIGN RI -20 -6 ID 8C ALTERNATE TR 207 Exp, 77!_7�77, 17, - ------------------ ------- — f --- - -------- - ------ TYPE K-2 DOUBLE YELLOW R4-7 MARKER CENTERLINE, 100' 12*xl 8" --------------- - -- - - - - --------- - ------- - - ------------- - 100' WHITE EDGEUNE TO EDGE OF T P VEMEN �.IEMEN DOUBLE YELLOW 100' MITE EDGELINE TYPE K-2 SUM CENTERLINE, 100' TO EDGE OF PAVEMENT MARKER IT AVE. -------- ------- --- -- -------- - - --------- - - --- ----- - -------------- -- ---------------- - -------------------- -------- ---------- ------- ----- ----- --- - ----- *# ID 9 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT SX R.A.F. LZIIUNLU UT UKAWN 07 keNtUKLU CIT S.N.PPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT , . R.A.F. DRAWING NO. AS- susvr 5 - lk Alix-OZ t-3)Z- 13 ENC-48 ELEV: 171.227' PLANS PREPARED UNDER SUPERVISION OF R C RQ_VM PUBLIC IMPROVEMENT PLANS FOR: DATUM: NGVD 29, RECORD OF SURVEY 18416 HORIZONTAL 1'2=20' DATE: _iL*2.1A**Q BY: BY: �Vvh� TRAFFIC CALMING IMPROVEMENT PLANS 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST Ta No: wows _ EDWARD' W. DEANE 4-PETER �OTA ES 0069—SCl/ 7113S , 2 �JROBL CORNER OF CONCRETE DROP INLET ON NORTH SIDE R.C.E. NO.: 017-LIZO/I j OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY aoe��k DATE: (e TRAFFIC PLAN 5 AT THE NORTHEAST RETURN INTO SCRIPPS VERTICAL NONE DATE: / EN&44!�3 EXP.: fa/40/201L R.C.E. NO.: — 48971 MEMORIAL HOSPITAL, ENCINITAS. Nes root E. k_Am C.CfAlf. R.C.E. NO.: WORK PROJECT NO. SHEET 10 OF iii TYPE K-2 MARKEW 7 ........ . . . �- 7� RUBENSTEIN AVE. 100' WHITE DOUBLE YELLOW EDGELINE TO EDGE OF CENTERLINE, 100 PAVEMENT DOUBLE YELLOW77 100' WHITE EDGELINE CENTERUNE. 100' TO EDGE OF PAVEMENT\ R4-7 12"x18" 7, 4- E K-2 MARKER ID 3 17 WHITE EDGELINE TYPE K-2 MARKER ID 4 p A 7- 4 7Y 7 10 Y,, --p-g-g-a i.9 ey --- - -- ------ --- ------- --- - ---- --------- -2 RI R1-2 /x ------- ------- ---- ------ ------------ ------- SUMMIT AVE. R07 ------ ---------- --------- z Ic TERU TOO X", at tiz, R172 s. N - — -- — -- — - — -- — -- — -- - ------ - -- --- ----- .. ---- - --- ---- x-- -- -- --- ----- X - -------- - -- --- -- --- ----- x -- ------ X D EWE ME. 1 % ID 7A ID 5 ---------- ------ ----- - - - ---------------- ... ..... ..... ... ..... - - ----- - ------ - ---- -- ----- - --------------- ---------- - ------- RI-2 & R1-2a lv f rl; 'ONE LANE ROAD AHEAD- SIGN ac 15 150' SOUTH OF RI-2 SIGN W1 -8 100' --"�' TO WHITE EDGEUNE EDGE OF PAVEMENT 100' M1 GEUN SUMMIT AVE. EDGE OF PAVEMENT E TO \N 100' WHITE EDGELINE \ TO EDGE OF PAVEME WT �N\1N ', --- --- --- "ONE LANE ROAD AHEAD" SIGN� RI -2 & WI -8 A- 150' NORTH OF RI-2 SIGN RI -20 -6 ID 8C ALTERNATE TR 207 Exp, 77!_7�77, 17, - ------------------ ------- — f --- - -------- - ------ TYPE K-2 DOUBLE YELLOW R4-7 MARKER CENTERLINE, 100' 12*xl 8" --------------- - -- - - - - --------- - ------- - - ------------- - 100' WHITE EDGEUNE TO EDGE OF T P VEMEN �.IEMEN DOUBLE YELLOW 100' MITE EDGELINE TYPE K-2 SUM CENTERLINE, 100' TO EDGE OF PAVEMENT MARKER IT AVE. -------- ------- --- -- -------- - - --------- - - --- ----- - -------------- -- ---------------- - -------------------- -------- ---------- ------- ----- ----- --- - ----- *# ID 9 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT SX R.A.F. LZIIUNLU UT UKAWN 07 keNtUKLU CIT S.N.PPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT , . R.A.F. DRAWING NO. AS- susvr 5 - lk Alix-OZ t-3)Z- 13 ENC-48 ELEV: 171.227' PLANS PREPARED UNDER SUPERVISION OF R C RQ_VM PUBLIC IMPROVEMENT PLANS FOR: DATUM: NGVD 29, RECORD OF SURVEY 18416 HORIZONTAL 1'2=20' DATE: _iL*2.1A**Q BY: BY: �Vvh� TRAFFIC CALMING IMPROVEMENT PLANS 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST Ta No: wows _ EDWARD' W. DEANE 4-PETER �OTA ES 0069—SCl/ 7113S , 2 �JROBL CORNER OF CONCRETE DROP INLET ON NORTH SIDE R.C.E. NO.: 017-LIZO/I j OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY aoe��k DATE: (e TRAFFIC PLAN 5 AT THE NORTHEAST RETURN INTO SCRIPPS VERTICAL NONE DATE: / EN&44!�3 EXP.: fa/40/201L R.C.E. NO.: — 48971 MEMORIAL HOSPITAL, ENCINITAS. Nes root E. k_Am C.CfAlf. R.C.E. NO.: WORK PROJECT NO. SHEET 10 OF iii C H - >; - ..- -- ._ — ANZANIT — — — 1 q.r`..- F ? �� ° IAN BU.. M A (TYP) 1 �y��ciq PLACE BOULDER ROCKS (TYP) � t � �� _.•_- I ,may ,\ ^Ji;h V - I _ 1 1C ':_H C J7; - - _ --------------------- - - v-- .. \+(,'�+ =T rr'�1 \.r - PLACER ILDER .T `., PALO VERDE (TYP) _./ I _ �- - _ / - _____ ._ -_ -_ -. "__. ._._._.._ _.. "__- ____...__ --- ... _ __ - --- - _..__ _ PALO VERDE (TYP) — 9 • SATISFACTION OF ENGINEERING IFiE / / I INSPECTOR (TYP) CEANOTHUS JOYCE COULTER PREPARE uLAc (TYP) PR EPARE Si -I AGAVE ATTENUATA TYP IOPSGIL AND OBBLE C TOPSOIL AND COBBLE 73 +00 73150 I -� I _ h.. ?.9,.+5 SAn Q QF_EGI NEERIN G 78 — + - INSPECTOR (TYP) — s>Ir. aura ', - - - - - ___ ; ". .. PLACE - -- ._- - - - -- RUBENSTEIN AVE. 'BOULDER ROCKS (TYP) . . -�..� TOPSOIL AND COBBLE I - -- - -- ` o -G4 _ . --------- + ' v I_ Q �_ v . D- Ip,� \ , �. -\. / .:. ,. ...•J: l..,dz l.; .a '.JS "; O � F. 1 "� � � 2 �; -= 4 S _ t� _ .. - Y l - .� . . I l a, k D 1 - - - - - - - ---� t rS ID 2A M& ='-A AGAVE ATENIATA (TYP) — I I I Ilr 84 +00 f SEE TYPICAL LANDSCAPE NOTES, SHEET 13 SPARE SOIL PLACE 'SOIL AND COBBLE 84 +50 ' C 71461 ,eXp s jl 1 REVISIONS APPROVED DATE __ ° - — —e — - - - - - - -- - e: SPECIAL DISTRICT .N.. S . or S.N: S.K. R.A.F. II urcHmv nr cntcKtu Isr APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. II R.A.F. A OILY 45 1 / ENC -48 ELEV: 171.227' DATUM: NGVD 29, RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. HORIZONTAL �' =10 VERTICAL NONE PLANS PREPARED UNDER SUPERVISION OF DATE: (s• x,�.,.s.NVtl R.C.E. NO.: 71461 ENGINE EXP : 12/31/2011 STEPHANIE KELLAR RECOMMEN ED P VED BY; if BY: EDWARD W. DEANS PETER OT -ROBI �� DATE: ��ZZ -IZO�� DATE: G Z•� �� R.C.E. NO.: 48971 R.C.E. NO PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS LANDSCAPE & EROSION CONTROL PLAN WORK PROJECT NO. y ZF ®069 ®SI 41 SHEET 11 OF )6 P- -- - -- --- i ro1 �.� , m I r ID ' C 71461 ,eXp s jl 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT .N.. S . or S.N: S.K. R.A.F. II urcHmv nr cntcKtu Isr APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. II R.A.F. A OILY 45 1 / ENC -48 ELEV: 171.227' DATUM: NGVD 29, RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. HORIZONTAL �' =10 VERTICAL NONE PLANS PREPARED UNDER SUPERVISION OF DATE: (s• x,�.,.s.NVtl R.C.E. NO.: 71461 ENGINE EXP : 12/31/2011 STEPHANIE KELLAR RECOMMEN ED P VED BY; if BY: EDWARD W. DEANS PETER OT -ROBI �� DATE: ��ZZ -IZO�� DATE: G Z•� �� R.C.E. NO.: 48971 R.C.E. NO PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS LANDSCAPE & EROSION CONTROL PLAN WORK PROJECT NO. y ZF ®069 ®SI 41 SHEET 11 OF )6 Q 12 +50 vlli { g< / -Q yJfJ �� ID 5 SEE TYPICAL LANDSCAPE NOTES, SHEET 13 " d - •a \ \ \\ J O_ 6„'a "t a 7 c 14, ,,� � l , � '-� .a � ✓a.. tt� 4� fF.hr -' yp.t' s »L. r n. �P. '£:J'.. ''.. .. > r� IOPSgL AND COBBLE \ BUSH MANZANITA SUMMIT AVE. 14 +50 i 15 +00 A r; C 71469 ` EXP 1 1 1 ------------ - -- - -- ----- ----- - -- REVISIONS APPROVED ,P-7 REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT esr urcnrvry rsr cnt UT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. X. SXu S.N. S.K. R.A.F. ' R.A.F. A:F.- - Ov16i ` 6.9.1 - k-13 ENC -48 ELEV: 171.227' DATUM: NGVD 29, RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. HORIZONTAL 1 =10 VERTICAL NONE PLANS PREPARED UNDER SUPERVISION OF DATE: to R.C.E. NO.: 71461 ENGIN 12/31/2011 EXP.: STEPHANIE KELLAR RECOMME / BY- BY: EDWARD DEANE PETER COT ROBLES 4, ,PETER DATE: /o %LLD // DATE: �/23 // 48971 R.C.E. NO.: R.C.E. NO.: gmal PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS LANDSCAPE 8C EROSION CONTROL PLAN WORK PROJECT No. �MS�LF_ 0069 -SI p �Y � E � i f I ----- SHEET 12 OF . --- ---- �. I--- - --- - 12 +50 vlli { g< / -Q yJfJ �� ID 5 SEE TYPICAL LANDSCAPE NOTES, SHEET 13 " d - •a \ \ \\ J O_ 6„'a "t a 7 c 14, ,,� � l , � '-� .a � ✓a.. tt� 4� fF.hr -' yp.t' s »L. r n. �P. '£:J'.. ''.. .. > r� IOPSgL AND COBBLE \ BUSH MANZANITA SUMMIT AVE. 14 +50 i 15 +00 A r; C 71469 ` EXP 1 1 1 ------------ - -- - -- ----- ----- - -- REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT esr urcnrvry rsr cnt UT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. X. SXu S.N. S.K. R.A.F. ' R.A.F. A:F.- - Ov16i ` 6.9.1 - k-13 ENC -48 ELEV: 171.227' DATUM: NGVD 29, RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. HORIZONTAL 1 =10 VERTICAL NONE PLANS PREPARED UNDER SUPERVISION OF DATE: to R.C.E. NO.: 71461 ENGIN 12/31/2011 EXP.: STEPHANIE KELLAR RECOMME / BY- BY: EDWARD DEANE PETER COT ROBLES 4, ,PETER DATE: /o %LLD // DATE: �/23 // 48971 R.C.E. NO.: R.C.E. NO.: gmal PUBLIC IMPROVEMENT PLANS FOR: TRAFFIC CALMING IMPROVEMENT PLANS LANDSCAPE 8C EROSION CONTROL PLAN WORK PROJECT No. �MS�LF_ 0069 -SI SHEET 12 OF Ilk .1 ______ -., ---- -- ----------- - _ ___ - - -- --- __ I- - _____ -' -' .. __ - __ - - - --- -- ___ - -- t- 21 +50 70PSgL AND COBBLE —'.� - K -.� — — � — F 22 +00 rl?�crle" — 1 — — \ +50 j 'It's r, - L- � ll'{ SUMMIT AVE. Ndgv INSPECTOR \ 23 +00 - ID 8C 2X ROOTBALL TYPICAL PLANTING DETAIL TILL DEPTH OF ROOTBALL PLUS 1' TYPICAL LANDSCAPE NOTES 1. The contractor shall be responsible for verifying the location of all underground utilities. 2. The landscape contractor shall provide positive drainage away from all buildings and structures. Landscape areas shall be finish graded at 2 %. 3. Landscape areas shall be finish graded to remove excess soil. Contractor shall haul away excess soil. 4. Finish soil shall be 3 inches below top of paving in shrub and groundcover areas. Finish surface shall be graded to receive runoff from street and hardsccape areas at each curb cut and wherever indicated on the plan. Finish i.° 7777,777�- c -fi ( surface at edge of pavement where no curb is proposed shall be graded to '.� , , IP IIN R ,_.t, I ,�..,, receive :runoff from the street. 5. All plant material shall be approved by the City Engineer prior to planting. { A �V Plant material not approved shall be removed from the site. �? 6. Placement of plant material shall be approved by the City Engineer prior to ARCTOSTAP YLON BUSH IAN BUSH MANZANITA (TYP) I - �� �,. i ; _ £a - - - - -- — t,, _ excavation for holes. 7. Place a layer of 4" rock cobble mulch in shrub and groundcover areas as ® ® 1# - - -- - -- �`- indicated on plans. TOPSOIL AND COBBLE - 8. Should any specified plant fall to be available, the contractor shall notify the ' PALO VERDE (7 VP) _- _ --- - - - --- _ n,- - - - - - -- - .; - - _ -_ - -. City Engineer as soon as possible for an acceptable alternate. CEANOTHUS JOYCE COULTER 9. Quantities shown on the planting plan are for the convenience of the EEPING cTYP) aNL,uD +oo 30 +50 contractor. Plant symbols indicated supercede quantities shown. _ I B«L NDLE — — — 10. The contractor shall notify the City Engineer of existing plant material inside the SUMMIT AVE. limit of work proposed to be removed for approval prior to removal. 11. For areas in which pavement is to be removed and a planter area installed, all �� pavement and base material beneath the pavement shall be removed by the jai: nl � v 3A- ^ -:'67 - ------ - - " - PLACE BOULDER ROOM TW INSn�AO01"D)°'' °NEERIND contractor and hauled from the project site. Soil shall be replaced with topsoil. INSPECTOR TYP - -- Native material suitable to support the proposed plantings may be placed if approved in advance by the City Engineer. - - - - - -- - -- -- -- _ 12 Areas to r eceive plantings shall be tilled minimum depth below grade e -y >- to ensure that the soil is not too densely compacted to support the plantings. _ : _ - _ -------- p e :r I SW qq A D9f egvlti,Y REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED DRAWN BY CHECKED BY S.N. S.K. R.A :F. R.A.F. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. 'E l I ENC -48 PLANS PREPARED UNDER SUPERVISION OF RECOMME D AP OD PUBLIC IMPROVEMENT PLANS FOR: ELEV. 171.227 !fl_— DATUM: NGVD 29, RECORD OF SURVEY 18416 HORIZONTAL 1 " =10' 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST DATE: [e•22.2AIt BY: ev: TRAFFIC CALMING IMPROVEMENT PLANS CORNER OF CONCRETE DROP INLET ON NORTH SIDE %146)1 EDWARD W. DEANE 4r PETER OT ROBLES 0069 -SI OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY R.C.E. NO.: DATE:�IL�I/ DATE: 6� �3� LANDSCAPE & EROSION CONTROL PLAN 5 AT THE NORTHEAST RETURN INTO SCRIPPS VERTICAL NONE ENGINE EXP.: 12/31/2011 MEMORIAL HOSPITAL ENCINITAS. STEPHANIE KELLAR R.C.E. NO.: 48971 R.C.E. NO .:%/B WORK PROJECT N0. ��QLF— SHEET 13 OF