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2018-108 SI (Plans)PLANS FOR THE CONSTRUCTION OF COAST HIGHWAY 101 SIDEWALK IMPROVEMENTS (CS15C) CITY OF ENCINITAS 321 BATiQUITOSJ ESCONDIDO SHT NO. DWG NO. SHEET TITLE LA COSTA AV �. Z 1 G -1 a AND DRAWING INDEX 2 y r O r Y KEYMAP, LEGEND AND ABBREVIATIONS 15 CIVIL BORREGO 4 s� i 5 SPRINGS a C -2 SIDEWALK IMPROVEMENTS — 2 76 r C -3 SIDEWALK IMPROVEMENTS — 3 S10 o SIDEWALK IMPROVEMENTS — 4 LEUCADIA BLVD OLIVENHAIN RD J SIDEWALK IMPROVEMENTS — 5 9 S11 PACIFIC OCEAN 9J� 10 C -7 SIDEWALK IMPROVEMENTS — 7 11 C -8 SIDEWALK IMPROVEMENTS — 8 12 C -9 SIDEWALK IMPROVEMENTS — 9 13 C -10 HORIZONTAL CONTROL — 1 14 C -11 HORIZONTAL CONTROL — 2 I IRRIGATION S9 ENCINI S BLVD HARDSCAPE AND IRRIGATION IMPROVEMENTS S21 16 1 -2 PROJECT — 2 17 1 -3 HARDSCAPE AND IRRIGATION IMPROVEMENTS — 3 18 1 -4 LOCATION — 4 n z 1 -5 HARDSCAPE AND IRRIGATION IMPROVEMENTS — 5 G SANTA FE DR HARDSCAPE AND IRRIGATION DETAILS 9 Z STRIPING 21 S -1 STRIPING AND LANDSCAPE IMPROVEMENTS — 1 O 5 STRIPING AND LANDSCAPE IMPROVEMENTS — 2 9G S -3 STRIPING AND LANDSCAPE IMPROVEMENTS — 3 24 BIRMINGHAM DR STRIPING AND LANDSCAPE IMPROVEMENTS — 4 25 P STRIPING AND LANDSCAPE IMPROVEMENTS — 5 26 S -6 STRIPING AND LANDSCAPE IMPROVEMENTS — 6 27 S -7 STRIPING AND LANDSCAPE IMPROVEMENTS — 7 28 S -8 STRIPING AND LANDSCAPE IMPROVEMENTS — 8 29 S -9 STRIPING AND LANDSCAPE IMPROVEMENTS — 9 30 S -10 STRIPING AND LANDSCAPE IMPROVEMENTS — 10 SAN JO S -11 STRIPING AND LANDSCAPE IMPROVEMENTS — 11 LAGOON Know whars below. Call 811 before you dig. TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert of Southern California LOCATION MAP NOT TO SCALE BASIS OF COORDINATES: THE BASIS OF COORDINATES FOR THIS DRAWING IS THE CITY OF ENCINITAS CONTROL POINT '£NC- 1042 "(FD 2.5 "SD. CO. ENGINEERS DISC STAMPED "OC 136, 1968), AS SHOWN ON RECORD OF SURVEY NO. 18416 (CCS83, ZONE 6, 1991.35 EPOCH, U.S. SURVEY FEET). N. 1,951,126.311 E. 6,245,651.712 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS DRAWING IS THE GRID BEARING BETWEEN CITY OF ENCINITAS CONTROL POINTS 'ENC- 1042 "AND '£NC- 1043 ", AS SHOWN ON RECORD OF SURVEY NO. 18416. I.E NORTH 13'51'06 "WEST BASIS OF ELEVATIONS: THE BASIS OF ELEVATIONS FOR THIS DRAWING IS THE CITY OF ENCINITAS CONTROL POINT '£NC- 1042 "(FD 2.5 "SD. CO. ENGINEERS DISC STAMPED "OC 136, 1968), AS SHOWN ON RECORD OF SURVEY NO. 18416. ELEV. = 16.938 (NAVD88) DRAWING INDEX ESCONDIDO SHT NO. DWG NO. SHEET TITLE MARCOS �. GENERAL 1 G -1 TITLE SHEET, VICINITY MAP, LOCATION MAP AND DRAWING INDEX 2 G -2 GENERAL NOTES 3 G -3 KEYMAP, LEGEND AND ABBREVIATIONS 15 CIVIL BORREGO 4 C -1 SIDEWALK IMPROVEMENTS — 1 SPRINGS 5 C -2 SIDEWALK IMPROVEMENTS — 2 76 6 C -3 SIDEWALK IMPROVEMENTS — 3 7 C -4 SIDEWALK IMPROVEMENTS — 4 VALLEY CENTER 8 C -5 SIDEWALK IMPROVEMENTS — 5 9 C -6 SIDEWALK IMPROVEMENTS — 6 V 10 C -7 SIDEWALK IMPROVEMENTS — 7 11 C -8 SIDEWALK IMPROVEMENTS — 8 12 C -9 SIDEWALK IMPROVEMENTS — 9 13 C -10 HORIZONTAL CONTROL — 1 14 C -11 HORIZONTAL CONTROL — 2 IRRIGATION 15 1 -1 HARDSCAPE AND IRRIGATION IMPROVEMENTS — 1 16 1 -2 HARDSCAPE AND IRRIGATION IMPROVEMENTS — 2 17 1 -3 HARDSCAPE AND IRRIGATION IMPROVEMENTS — 3 18 1 -4 HARDSCAPE AND IRRIGATION IMPROVEMENTS — 4 19 1 -5 HARDSCAPE AND IRRIGATION IMPROVEMENTS — 5 20 1 -6 HARDSCAPE AND IRRIGATION DETAILS STRIPING 21 S -1 STRIPING AND LANDSCAPE IMPROVEMENTS — 1 22 S -2 STRIPING AND LANDSCAPE IMPROVEMENTS — 2 23 S -3 STRIPING AND LANDSCAPE IMPROVEMENTS — 3 24 S -4 STRIPING AND LANDSCAPE IMPROVEMENTS — 4 25 S -5 STRIPING AND LANDSCAPE IMPROVEMENTS — 5 26 S -6 STRIPING AND LANDSCAPE IMPROVEMENTS — 6 27 S -7 STRIPING AND LANDSCAPE IMPROVEMENTS — 7 28 S -8 STRIPING AND LANDSCAPE IMPROVEMENTS — 8 29 S -9 STRIPING AND LANDSCAPE IMPROVEMENTS — 9 30 S -10 STRIPING AND LANDSCAPE IMPROVEMENTS — 10 31 S -11 STRIPING AND LANDSCAPE IMPROVEMENTS — 11 32 S -12 PLANT LIST DETAILS 33 D -1 DETAILS — 1 34 D -2 DETAILS — 2 SCOPE OF WORK WORK ON THIS PROJECT GENERALLY CONSISTS OF PROVIDING SURFACE AND DRAINAGE IMPROVEMENTS ON THE EAST SIDE OF COAST HIGHWAY 101 IN ENCINITAS CALIFORNIA FROM NORTH OF J STREET TO SOUTH OF K STREET. SURFACE IMPROVEMENTS INCLUDE CONSTRUCTION OF SIDEWALKS, CURBS, GUTTERS AND DRIVEWAYS. DRAINAGE IMPROVEMENTS INCLUDE CONSTRUCTION OF RIBBON GUTTERS, RETENTION BASINS, PERMEABLE PAVEMENT, AND ASPHALT PAVEMENT TO PROVIDE POSITIVE DRAINAGE. CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETED PER THIS SET OF DRAWINGS AND THE ACCOMPANYING PROJECT SPECIFICATIONS TO THE SATISFACTION OF THE CITY OF ENCINITAS. 5 SAN 9�T REY OCEANSIDE CARLSBAD RIVERSIDE_ COUNTY ESCONDIDO SAN NBOW MARCOS �. PALA LOCATION CARDIFF 79 AN RAMONA DIEGO SOLANA BEACH RINCON 15 WARNER BORREGO SPRINGS SPRINGS >- 76 11- VALLEY CENTER YAQUI I V 0 m z LA JOLLA PACIFIC BEACH MISSION BEACH OCEAN BEACH IMPERIAL BEACH POWAY WELL SCISSORS CROSSING BANNER COUNTY \ AGUA CALIENTE SANTEE DESCANSOO GUATAY a ° ALPINE PINE MESA ,,. „�. vei I my MOUNT NATIONAL CITY DULZURA BOULEVARD � JACUMBA CHULA VISTA POTRERO SSCAMPO SAN YSS -DRO MEXICO VICINITY MAP NOT TO SCALE STATEMENT OF ENGINEER OF WORK I Q I� W I I� I THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASE THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. QVI(LLR, SAN DIEGUITO WATER DISTRICT SIGNATURE: DATE: �/® 1®% ((LER _� COMPANY: DU&IiIK DUDEK m ADDRESS: 605 THIRD ST. ENCINITAS, CA 92024 * No. 82058 *. Dudek & Associates, Inc. Z`13I'N71$ PHONE NUMBER: 760 - 942 -5147 sr9 Exp. 3/3118 605 Third Street Encinitas, CA 92024 REVIEWED By--&- ORLAIR KNOLL DATE: RCE EXPIRES: 3/31 /2018 CALF 760.942.5147 Fax 760.632.0164 1" CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT is I Pc I Re A APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC ND APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS OC -0139 ELEV 76.506' (NAVD88)'� RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: LOVA B- BY: PROJECT NO. CS15C - 108 -S1 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE 82058 TITLE SHEET VICINITY MAP, G�1 STAMPED °OC 136, 19680 JU TIN T SCHEIDEL R.C.E. NO. EXP. 3/31 /18 D TE: (4 1' DATE: Z- 13-2619 LOCATION MAP AND DRAWING INDEX SHEET 1 OF 34 AN ESCONDIDO SAN LEUCAD MARCOS SAN PASCUAL YSABEL PROJECT ENCINIT LOCATION CARDIFF RANCHO SANTA FE AN RAMONA DIEGO SOLANA BEACH 15 DEL MAR 0 m z LA JOLLA PACIFIC BEACH MISSION BEACH OCEAN BEACH IMPERIAL BEACH POWAY WELL SCISSORS CROSSING BANNER COUNTY \ AGUA CALIENTE SANTEE DESCANSOO GUATAY a ° ALPINE PINE MESA ,,. „�. vei I my MOUNT NATIONAL CITY DULZURA BOULEVARD � JACUMBA CHULA VISTA POTRERO SSCAMPO SAN YSS -DRO MEXICO VICINITY MAP NOT TO SCALE STATEMENT OF ENGINEER OF WORK I Q I� W I I� I THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASE THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. QVI(LLR, SAN DIEGUITO WATER DISTRICT SIGNATURE: DATE: �/® 1®% ((LER _� COMPANY: DU&IiIK DUDEK m ADDRESS: 605 THIRD ST. ENCINITAS, CA 92024 * No. 82058 *. Dudek & Associates, Inc. Z`13I'N71$ PHONE NUMBER: 760 - 942 -5147 sr9 Exp. 3/3118 605 Third Street Encinitas, CA 92024 REVIEWED By--&- ORLAIR KNOLL DATE: RCE EXPIRES: 3/31 /2018 CALF 760.942.5147 Fax 760.632.0164 1" CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT is I Pc I Re A APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC ND APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS OC -0139 ELEV 76.506' (NAVD88)'� RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: LOVA B- BY: PROJECT NO. CS15C - 108 -S1 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE 82058 TITLE SHEET VICINITY MAP, G�1 STAMPED °OC 136, 19680 JU TIN T SCHEIDEL R.C.E. NO. EXP. 3/31 /18 D TE: (4 1' DATE: Z- 13-2619 LOCATION MAP AND DRAWING INDEX SHEET 1 OF 34 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE DRAWINGS, THE PROJECT SPECIFICATIONS, SAN DIEGO REGIONAL STANDARD DRAWINGS, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. NOTIFY CITY FIRE DEPARTMENT WITHIN A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 3. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR SHALL SUBMIT AND OBTAIN APPROVAL FOR TRAFFIC CONTROL PLANS FROM THE CITY. TRAFFIC CONTROL PLANS SHALL: a. INCLUDE ALL PHASING OF WORK INCLUDING WORKING HOURS AND ACCESS RESTRICTIONS. b. BE PREPARED BY A LICENSED CIVIL ENGINEER OR TRAFFIC ENGINEER IN THE STATE OF CALIFORNIA AT CONTRACTOR'S DIRECTION AND EXPENSE. c. INCLUDE MAINTENANCE OF ONE LANE OF TRAFFIC IN EACH DIRECTION AT ALL TIMES ON ALL MAJOR AND SECONDARY HIGHWAYS. d. INCLUDE A MINIMUM 4' WIDE PEDESTRIAN WALKWAY, CLEAR OF ANY OBSTRUCTION WHEREVER SIDEWALKS EXIST AND MUST BE MAINTAINED WITH SAFETY FENCING OR BARRIER SEPARATION FROM ADJACENT EXCAVATION WHEN LEFT UNMANNED. e. CONFORM TO BOTH THE CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONE (2010 EDITION), THE CURRENT EDITION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY OF ENCINITAS ENCROACHMENT PERMIT. 5. A NO -FEE CITY OF ENCINITAS ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT FOR ANY WORK WITHIN THE ENCINITAS PUBLIC RIGHT -OF -WAY. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES WITHIN AND ADJACENT TO PROJECT AREA SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. PARKING RESTRICTIONS, AS APPROVED BY CITY ENGINEER, SHALL REQUIRE A MINIMUM OF 48 HOURS NOTICE, EXCLUDING HOLIDAYS AND WEEKENDS. 8. ANY DAMAGE TO TRAFFIC CONTROL EQUIPMENT, TRAFFIC STRIPING OR RAISED PAVEMENT MARKERS SHALL BE THE PERMITTEES RESPONSIBILITY AND SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE INSPECTOR. THE REPLACEMENT OF DAMAGED TRAFFIC EQUIPMENT, STRIPING OR RAISED PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE AND BE DONE AS SOON AS PRACTICAL AFTER COMPLETION OF WORK AT NO ADDITIONAL COST TO THE CITY. 9. PERMANENT PAVEMENT REPAIRS SHALL BE MADE WITHIN 10 DAYS AFTER EXCAVATION WORK IS COMPLETED. INSPECTOR'S APPROVAL IS REQUIRED BEFORE PERMANENT REPAIRS ARE MADE. 10. PIPE BEDDING AND BACKFILL: GRAVEL SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SUBSECTION 306 -1.2.1 AND BE PLACED IN ACCORDANCE WITH SAN DIEGO REGIONAL STANDARD DRAWING S -4, TYPE B. THE UPPER ZONE BACKFILL UNDER PAVEMENT SHALL BE COMPACTED TO NINETY FIVE PERCENT (95 %) MINIMUM RELATIVE COMPACTION. 11. A TWO -SACK CEMENT AND SLURRY MIXTURE MAY BE REQUIRED FOR COMPACTION WHERE EXCAVATION INTERFERES WITH TRAFFIC FLOW OR WHERE WORK IS WITHIN THE ROADWAY PORTION OF AN INTERSECTION. 12. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 13. THE EXISTENCE AND LOCATION OF EXISTING AND PROPOSED UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF THE ENGINEER'S KNOWLEDGE. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE UTILITY AGENCIES AND ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 16. POTABLE WATER SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR THROUGH USE OF A POTABLE WATER HYDRANT METER FROM SAN DIEGUITO WATER DISTRICT AND USE OF A WATER TRUCK AND ANCILLARY EQUIPMENT, AS NEEDED. 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN SECURITY AND PROTECTION OF THE PUBLIC 24 -HOURS PER DAY FOR THE WORK AND STAGING AREAS. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASE SECURITY PLAN TO THE CITY OF ENCINITAS FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. SPECIAL ATTENTION SHALL BE PROVIDED TO ENSURE ROAD ONE TOWING IS SECURED AT ALL TIMES INCLUDING DURING FENCE RECONSTRUCTION. 18. AS- BUILTS / RECORD DRAWINGS: CONTRACTOR SHALL HAVE A SET OF UPDATED REDLINED AS -BUILT DRAWINGS ON THE JOB SITE FOR THE DURATION OF THE CONSTRUCTION. FOLLOWING APPROVAL AND DURING THE WORK, ALL CHANGES OR VARIATIONS IN THE WORK SHALL BE RECORDED, AS REDLINES. UPON COMPLETION, AND PRIOR TO RELEASING THE SECURITIES, THE CONTRACTOR SHALL "AS- BUILT" A BOND COPY OF THE PLANS IN RED INK. INITIALLY, TWO COPIES OF REDLINED PLANS SHOWING ALL AS -BUILT INFORMATION, INCLUDING ALL NEW UNDERGROUND FACILITIES (MAIN LINES, SERVICES AND LATERALS), IS TO BE SUBMITTED TO THE ENGINEER. WHEN THE REDLINES ARE APPROVED, THE ENGINEER SHALL MAKE THE CHANGES, SIGN EACH SHEET UNDER "AS- BUILT ", AND RETURN ORIGINAL MYLARS TO THE CITY. 19. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR. 20. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS TO REMAIN IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. 21. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 OF THE STANDARD SPECIFICATIONS. 22. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT -OF -WAY WITHOUT APPROVAL BY THE CITY ENGINEER. 23. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. 24. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING CONSTRUCTION. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED AT NO COST TO THE CITY AND TO THE SATISFACTION OF THE ENGINEER. 25. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 26. GRADING AND EQUIPMENT OPERATING WITHIN ONE HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 PM AND 7:30 AM, NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. 27. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. RESIDENTS /BUSINESS OWNERS SHOULD BE GIVEN ADVANCE WRITTEN NOTICE IF ACCESS TO PROPERTY IS IMPEDED DURING CONSTRUCTION AND ALTERNATIVE ACCESS SHALL BE PROVIDED. ACCESS TO BUSINESSES FOR BOTH OWNERS AND PATRONS SHALL BE MAINTAINED AT ALL TIMES TO THE GREATEST EXTENT POSSIBLE. ANY CLOSURE OF DRIVEWAYS MUST BE COORDINATED WITH, AND APPROVED BY, OWNERS. 28. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. 29. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN THE CASE OF CONFLICT. 14. ALL UNDERGROUND UTILITIES WITHIN THE PUBLIC RIGHT -OF -WAY SHALL 30. THE CONTRACTOR SHALL TAKE PHOTOS OF THE SITE BEFORE AND BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION AFTER CONSTRUCTION AND SUBMIT THE DIGITAL PHOTO FILES TO THE OF BERM, CURB, CROSS GUTTER AND PAVING. CITY FOR REVIEW, APPROVAL, AND RECORD PURPOSES. D8205M8 DUDE K Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 GEOTECHNICAL INVESTIGATION 1. THE SOIL REPORT TITLED "GEOTECHNICAL INVESTIGATION GRADE SEPERATION PEDESTRIAN CROSSING," PREPARED BY DIAZ, YOURMAN & ASSOCIATES, DATED OCTOBER 14, 2010, SHALL BE CONSIDERED AS A PART OF THESE CONTRACT DOCUMENTS. CONTRACTOR'S RESPONSIBILITIES 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER. INCLUDING SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGULATIONS. 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER PRIOR TO ISSUING THE NOTICE OF COMPLETION. AS REQUIRED BY THE LAND SURVEYORS ACT. 4. THE LOCATIONS OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES. PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATIONS AND REQUIREMENTS OF ALL UTILITY AGENCIES. 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER (811) FOR AN INQUIRY IDENTIFICATION NUMBER. AT LEAST (3) DAYS PRIOR TO THE START OF ANY CONSTRUCTION. PROJECT OWNERSHIP AND JURISDICTION 1. CITY OF ENCINITAS IS THE PROJECT OWNER AND CONTRACTING AGENCY. STREET RIGHT OF WAY AND HIGHWAY RIGHT OF WAY IS GOVERNED BY THE CITY OF ENCINITAS. THE WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT SHALL BE MONITORED AND ENFORCED AND INSPECTED BY THE CITY OF ENCINITAS. CS 15C- 108 -S1 SIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS Cl TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �s PC RB OC -0139 ELEV 76.506' (NAVD88) RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "oC 136, 1968^ HORIZONTAL: AS SHOWN VERTICAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE: _° 15 IN CHEIDEL R.C.E. N0. 82058 EXP. 3/31/18 REC N. APPROVED BY: i r�61. D T. �� DATE: -2 -4-0/9 COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 GENERAL NOTES G�2 LZ SHEET 2 OF 34 No. 82058 Eq. 3/31/18 REVISIONS / / i ,, j► --� fool 0000, / k / �T / / / -- ---� -- _ I / / i S•�� — / to / / k , t _ ` S So k ; _ /000�/ / . c i / / c w LLJ kg .V c. Fcr `_- : \\ .,- .�- ..�1 1 ' —� 1.1.1 _ - -_ - ✓� p1 --Y ,, .�..�:� -y*a _ . -_: _._.- - ,•,,,� .�.- arm -�.. •( _._ _ _. -. - S 3 -v H ..__. KEYMAP __ __ L SCALE: 1 " =40' -1 ._ - in DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 APPROVEDI DATE REFERENCES I DATE I BENCHMARK I SCALE I SPECIAL DISTRICT APPROVALS GRAPHIC SCALE 0 40' 80' SCALE: 1" = 40' CS15C- 108 -S1 I TY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF R D APPRO ED ld COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD of SURVEY 18416 HORIZONTAL: AS SHOWN DATE: LOW 1S BY BY: � PROJECT NO. CS15C- 108 -S1 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC G =3 STAMPED "OC 136, 1968" VERTICAL: NONE JU TIN SCHEIDEL R.C.E. N0. 82058 KEYMAP, LEGEND AND ABBREVIATIONS EXP. 3/31/18 DATE; eg DATE: - /3 -d,618 $ SHEET 3 OF 34 LEGEND SYMBOLS ABBREVIATIONS Description Quantity Unit - - CENTERLINE SURVEY MONUMENT ADA AMERICANS WITH DISABILITY ACT Stormwater Information - -- R/W -- RIGHT OF WAY AC ASPHALT CONCRETE Distrurbed Area 20,778 Square Feet q_ CENTERLINE Retention Area 2,874 Square Feet — — PROPERTY LINE STREET LIGHT DTL DETAIL Permeable Pavement 1,446 Square Feet DWG DRAWING — — — — — — PROPOSED EASEMENT EX EXISTING Total Impervious Area 16,458 Square Feet wv WATER VALVE Parking 6,296 Square Feet PROPOSED RETAINING WALL MH OC MANHOLE E ON CENTER Landcapingi 2,874 1 Square Feet ® PROPOSED PERFORATED CURB wM WATER METER PVC POLYVINYL CHLORIDE Parking RC RELATIVE COMPACTION Total Stalls 36 Each w EXISTING WATER LINES MAIL BOX SD SD SAN DIEGO REGIONAL STANDARD DRAWINGS Parallel Stalls 3 Each ATT EXISTING AT &T COMMUNICATION O SIGN SDWD SAN DIEGUITO WATER DISTRICT Perpendicular Stalls 31 Each STD STANDARD ADA Stalls 2 Each c EXISTING GAS XX FIRE HYDRANT TYP TYPICAL WAS WATER AGENCY STANDARDS s EXISTING SEWER TREES /SHRUBS o EXISTING OVERHEAD ELECTRIC SEWER MANHOLE Earthwork Cut 177.0 Cubic Yards sc EXISTING STORM DRAIN TVP13 TELEVISION PULL BOX Fill 331.0 Cubic Yards T EXISTING TELEPHONE Total Fill 154.0 Cubic Yards � ELECTRIC PULL BOX IRR IRRIGATION E IRRIGATION CONTROL WIRES PP POWER POLE CV 0 GAS VALVE Z DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 APPROVEDI DATE REFERENCES I DATE I BENCHMARK I SCALE I SPECIAL DISTRICT APPROVALS GRAPHIC SCALE 0 40' 80' SCALE: 1" = 40' CS15C- 108 -S1 I TY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF R D APPRO ED ld COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD of SURVEY 18416 HORIZONTAL: AS SHOWN DATE: LOW 1S BY BY: � PROJECT NO. CS15C- 108 -S1 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC G =3 STAMPED "OC 136, 1968" VERTICAL: NONE JU TIN SCHEIDEL R.C.E. N0. 82058 KEYMAP, LEGEND AND ABBREVIATIONS EXP. 3/31/18 DATE; eg DATE: - /3 -d,618 $ SHEET 3 OF 34 w 77 76 75 �a �_ I i 0 10 _i -..J 20 30 * TOP OF CURB AND BACK OF IMPROVEMENTS SHOWN PERPENDICULAR TO GUTTER FLOWLINE APN:258- 190 -13 40 50 60 70 80 90 100 110 PROTECT ppE, X SIGN IN PLACE 'd G 1 ci t 11 47 dfi we %nn t. , 12" Y 12 13 PHASE I ELEVATION PROFILE E HORZ: 1 " =5' VERT: 1"=6" _h MMANOMMONG Ac--Ci 6.46 i 12 1 1) 1-0 2 COAST D N G D 14.00' d D N 01 \7 CARDIFF CLASSICS r� APN: 258- 312 -09 1 86 4 3 Tug�LM►R R.r►a.t�K+i 5� 5 87 �. � \ ��- DE� , 25 _ ` - iq 9 5 � � � y y y y �! \ice: �� \\: •' / �. �`. T .� `� y \ U'�� �) �C p 77— 7 1� 77- DEMOLITION NOTES: 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY PLAN e�o�ESS�°�w GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY AND THE ELEVATIONS PROVIDED ON ��gYLERF DUDEK SHALL REMOVE ALL MATERIALS AS NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. GRAPHIC SCALE m TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA o s' ,o' Dudek & Associates, Inc. 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS * Nn. ezo�s * 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE ST EXp. 3/31/18 \P 605 Third Street Encinitas, CA 164 --- ��Z-�. AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6— INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE SCALE: 1" = 5' �bo.94zs14� Fax �bo.ba2.olba MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS 15C -108 -S 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT �s PC Re APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF RECD M D APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: BY: BY: /� PROJECT NO. CS15C- 108 -S1 C 1 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE 82058 STAMPED "OC 136, 1968" JU TIN T,t SCHEIDEL R.C.E. N0. / SIDEWALK IMPROVEMENTS - 1 EXP. 3/31/18 DATE: 3 �o ( DATE: 3-tp -2o/$' I SHEET 4 OF 34 miffi� ADDENDUM NO, 1 U SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) 2 F DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY (TYP) 33] SAW CUT EXISTING ASPHALT (TYP) 14 EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER 78 THE DIRECTION OF THE OWNER ❑5 ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER AS SOON AS POSSIBLE CONSTRUCTION NOTES: N O CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER U SDRSD G -07 (TYP) Cs 77 g' =p$ O2 ~g�''` CONSTRUCT PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 Z °'bQ (NP) O3 TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 RELOCATE EX. FENCE INCLUDING ELECTRICAL FENCE TO NEW LOCATION USING EX AND NEW FENCE MATERIALS AS REQUIRED W Lv TO PROVIDE SECURE FENCE PER SDRSD M -06. ADJACENT N BUSINESSES SHALL BE SECURED AT ALL T1MES TO THE SATISFACTION OF THE CITY ENGINEER (TYP) 76 5O CONSTRUCT RAMP CASE "F" PER DTL 1, DWG D -2 (TYP) 0 CONSTRUCT RAMP CASE "B" PER DTL 1, DWG D -2 (TYP) O7 INSTALL RIBBON GUTTER PER DTL 2, DWG D -1 (TYP) 8O 4" TYPE G CURB AND GUTTER PER SDRSD G -02 (TYP) PER DTL 3 AND 4, DWG D -2 WHERE APPLICABLE. O PERFORATED CURB PER DTL 2, DWG D -2 (TYP) 75 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN KIND AS NECESSARY (TYP) 11 7 -1/2" THICK PCC DRIVEWAY APPROACH PER SDRSD G -18 (TYP) 12 EXISTING STRUCTURE — ADJUST TO GRADE AND UPGRADE LID TO PEDESTRIAN STANDARDS, AS NEEDED 13 RETENTION BASIN PER DTL 5, DWG D -1 (TYP) 14 4" OF TYPE C2 PG64 -10 AC OVER 8" OF CLASS II BASE _. _'.... COMPACTED TO 95% RC PER GREEN BOOK (TYP) 15 4" TYPE A ROLLED CURB PER SDRSD G -04A (TYP) 16 INSTALL BICYCLE RACK PER DTL 3, DWG D -1 17 CONCRETE PAVERS PER DTL 5, DWG D -2 (TYP) 18 RELOCATE EXISTING APPURTENANCES TO PROPOSED LOCATION. CONTRACTOR TO COORDINATE WITH SDWD AS NECESSARY (TYP) N 19 REMOVE, RELOCATE AND EXTEND EX DRAIN TO NEW CURB FACE TO THE SATISFACTION OF THE CITY ENGINEER (TYP) U 20 REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING STOP BARS. (TYP) Z 21 REMOVE EX MANHOLE FRAME AND COVER, RAISE CHIMNEY TO GRADE WITH CONCRETE GRADE RING AND REPLACE WITH SEALED MANHOLE PAM11GHT OR EQUAL o CONTRACTOR TO RECONSTRUCT SEGMENTAL BLOCK RETAINING W WALL TIED INTO EX WALL PER DTL 1, DWG D -1 (TYP) N RELOCATE EXISTING LIGHT POLE AND ELECTRICAL EQUIPMENT AS NECESSARY PER SDRSD E -01 24 RELOCATE EX SIGN AND INSTALL IN NEW LOCATION PER THE DIRECTION OF THE CITY. 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4" (TYP) 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION 200 -2.7 27 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE 21-0 SATISFACTION OF THE OWNER (TYP) �8 DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY PLAN e�o�ESS�°�w GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY AND THE ELEVATIONS PROVIDED ON ��gYLERF DUDEK SHALL REMOVE ALL MATERIALS AS NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. GRAPHIC SCALE m TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA o s' ,o' Dudek & Associates, Inc. 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS * Nn. ezo�s * 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE ST EXp. 3/31/18 \P 605 Third Street Encinitas, CA 164 --- ��Z-�. AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6— INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE SCALE: 1" = 5' �bo.94zs14� Fax �bo.ba2.olba MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS 15C -108 -S 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT �s PC Re APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF RECD M D APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: BY: BY: /� PROJECT NO. CS15C- 108 -S1 C 1 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE 82058 STAMPED "OC 136, 1968" JU TIN T,t SCHEIDEL R.C.E. N0. / SIDEWALK IMPROVEMENTS - 1 EXP. 3/31/18 DATE: 3 �o ( DATE: 3-tp -2o/$' I SHEET 4 OF 34 miffi� ADDENDUM NO, 1 ip U 77o W W N 76 DEMOLITION NOTES: ❑ 1 SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) ❑ 2 DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY TYP 3-1 SAW CUT EXISTING ASPHALT (TYP) 4❑ EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER 78 THE DIRECTION OF THE OWNER 0 ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER AS SOON AS POSSIBLE CONSTRUCTION NOTES: M O1 CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER () SDRSD G -07 (TYP) c�77 �d &.� ±; 2 CONSTRUCT PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 Z P<° �s e« (TYP) Q 3O TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 40 RELOCATE EX. FENCE INCLUDING ELECTRICAL FENCE TO NEW LOCATION USING EX AND NEW FENCE MATERIALS AS REQUIRED W TO PROVIDE SECURE FENCE PER SDRSD M -06. ADJACENT LW BUSINESSES SHALL BE SECURED AT ALL TIMES TO THE SATISFACTION OF THE CITY ENGINEER (TYP) 76 O5 CONSTRUCT RAMP CASE "F" PER DTL 1, DWG D -2 (TYP) 6O CONSTRUCT RAMP CASE "B" PER DTL 1, DWG D -2 (TYP) O7 INSTALL RIBBON GUTTER PER DTL 2, DWG D -1 (TYP) O8 4" TYPE G CURB AND GUTTER PER SDRSD G -02 (TYP) PER DTL 3 AND 4, DWG D -2 WHERE APPLICABLE. O9 PERFORATED CURB PER DTL 2, DWG D -2 (TYP) 120 130 140 150 160 170 180 190 200 210 220 230 240 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN E KIND AS NECESSARY (TYP) * TOP OF CURB AND BACK OF IMPROVEMENTS SHOWN PERPENDICULAR TO GUTTER FLOWLINE ELEVATION PROFI 11 7 -1/2" THICK PCC DRIVEWAY APPROACH PER SDRSD G -18 HORZ: 1 " =5' PROFILE (TYP) VERT: 1"=6" 12 EXISTING STRUCTURE - ADJUST TO GRADE AND UPGRADE LID TO PEDESTRIAN STANDARDS, AS NEEDED v 113 RETENTION BASIN PER DTL 5, DWG D -1 (TYP) GOODONYA AFENDS VAPORSTUDIO UNIV I i 14 4" OF TYPE C2 PG64 -10 AC OVER 8" OF CLASS II BASE I APN :258- 312 -09 I COMPACTED TO 95% RC PER GREEN BOOK (TYP) I THRESHOLD 8 THRESHOLD 3 i THRESHOLD 3 THRESHOLD 3 26 16 I i 1 20 1 67 68 72 I 82 15 4" TYPE A ROLLED CURB PER SDRSD G -04A (TYP) I I 18 16 INSTALL BICYCLE RACK PER DTL 3, DWG D -1 --�- -R /W- _ - - _. R /W- - - 17 CONCRETE R DTL 5, DWG D -2 (TYP) - - - - - - - - - ,- - -� - C1 � ETE PAVE S PER f N MB .y 30 18 RELOCATE EXISTING APPURTENANCES TO PROPOSED LOCATION. Io to ^ - o �� CONTRACTOR TO COORDINATE WITH SDWD AS NECESSARY I TYP i 16 cn 14 10 v 8 ^ 6 o ,k (TYP) i 12 I 4 19 REMOVE, RELOCATE AND EXTEND EX DRAIN TO NEW CURB 17 j 25 69 CJS '� M FACE TO THE SATISFACTION OF THE CITY ENGINEER (TYP) 66 "4 ° U 20 REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING STOP BARS. (TYP) REMOVE EX MANHOLE FRAME AND COVER, RAISE CHIMNEY TO GRADE WITH CONCRETE GRADE RING AND REPLACE WITH SEALED MANHOLE PAM11GHT OR EQUAL y — r E F� m i 1 t� 0 . h ,•p'e',°eE�'E . ry a . r �CONTRACTOR TO RECONSTRUCT SEGMENTAL BLOCK RETAINING INI NG W W WALL TIED EX WALL P ER D TLDWG D-1 (TYP) C11 RELOCATE EXISTING LIGHT POLE AND ELECTRICAL EQUIPMENT C1 2 G 4.1 12 AS NECESSARY PER SDRSD E -01 - - - -0. �y /� - ; I- —� _ _—rfl _. _ T_ -0.5 %- 24 RELOCATE EX SIGN AND INSTALL IN NEW LOCATION PER THE lov IOU DIRECTION OF THE CITY. ___ .. _ _____. -- 3 __.._. - _ _ -- _ __.___ g - 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4" (TYP) 19 3 28 i 2s 8 - -- 14 PHASE I 14 7 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION CD 200 -2.7 I 8 i.W 1 LAI �ODq .._ ~C -O -A- S_.._T -------------- �- -� I G H W A Y I�A � I = I n 27 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE ,4 SATISFACTION OF THE OWNER (TYP) DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) NOTE: �. -/ 30 TYPE D2 PG64 -10 AC BLENDED BETWEEN EXISTING ASPHALT AND PROPOSED SURFACE AT A MAXIMUM GRADE OF 8.33% 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE SURFACE SHALL BE PREPARED WITH SS -11-1 TACK COAT. PLAN MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY (TYP). Q�o�ESS�o GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY, AND THE ELEVATIONS PROVIDED ON �tvLER ��- DUDEK SCALE: 1 " =5' SHALL REMOVE ALL MATERIALS AS NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. GRAPHIC SCALE TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA o s' ,o' 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS * p. 3/318 * Dudek &Associates, Inc. ---- -� __� 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE J E�. 3/3,/,8 P 605 Third Street Encinitas, CA 164 AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6- INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE SCALE: 1" = 5' rgiF � cn� \E � 760.942.5147 Fax 760.632.0164 MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT is Pc I RB APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. PLANS PREPARED UNDER SUPERVISION OF REpg2!:� OC -0139 ELEV 76.506' (NAVD88) A PPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS y," RECORD of SURVEY ,8416 HORIZONTAL: AS SHOWN DATE. BY: CX //l4 PROJECT NO. CS15C- 108 -S1 C�2 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE r 82O5H V L STAMPED "OC 136, ,968" JUSTIN T. CH IDEL R.C.E. N0. SIDEWALK IMPROVEMENTS - 2 EXP. 3/31/18 DATE: ! DATE: 3- +10 -2o1r SHEET 5 OF 34 ADDENDUM NO. 1 a N 0 00 0 N O 0 F- i 0 0 0 L0 M O 0 / 3 a� 0 V C 0 O 0 m E 1 O a is 0 3 a T J 0 0 0 Sri M O O I V C w a a z Q LO 0 0 0 0 V c w c Li Li W / n. qT (V (0 M w V, U 77o W W W 07 240 250 260 270 280 290 300 * TOP OF CURB AND BACK OF IMPROVEMENTS SHOWN PERPENDICULAR TO GUTTER FLOWLINE ELEVATION PROFILE HORZ: 1"=5' VERT: 1"=6" tI N '. Z �j W LLJy (75 2 i 310 320 330 ip 77 76 340 HANSEN'S SURFBOARDS _ APN: 258- 31_2 -16 — — '— DADAI I Cl DADVIKir% 12" V1,j -- - - 12') S DEMOLITION NOTES: 1 ❑ SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) F2 DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY TYP 3 ❑ SAW CUT EXISTING ASPHALT (TYP) 4❑ EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER THE DIRECTION OF THE OWNER F5 ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER AS SOON AS POSSIBLE CONSTRUCTION NOTES: O CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER SDRSD G -07 (TYP) 2 CONSTRUCT PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 (TYP) O3 TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 40 RELOCATE EX. FENCE INCLUDING ELECTRICAL FENCE TO NEW LOCATION USING EX AND NEW FENCE MATERIALS AS REQUIRED TO PROVIDE SECURE FENCE PER SDRSD M -06. ADJACENT BUSINESSES SHALL BE SECURED AT ALL TIMES TO THE SATISFACTION OF THE CITY ENGINEER (TYP) O5 CONSTRUCT RAMP CASE "F" PER DTL 1, DWG D -2 (TYP) O6 CONSTRUCT RAMP CASE "B" PER DTL 1, DWG D -2 (TYP) O7 INSTALL RIBBON GUTTER PER DTL 2, DWG D -1 (TYP) 0 4" TYPE G CURB AND GUTTER PER SDRSD G -02 (TYP) PER DTL 3 AND 4, DWG D -2 WHERE APPLICABLE. O9 PERFORATED CURB PER DTL 2, DWG D -2 (TYP) 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN KIND AS NECESSARY (TYP) 11 7-1/2" THICK PCC DRIVEWAY APPROACH PER SDRSD G -18 (TYP) 12 EXISTING STRUCTURE — ADJUST TO GRADE AND UPGRADE LID TO PEDESTRIAN STANDARDS, AS NEEDED • ` • ` ' 13 RETENTION BASIN PER DTL 5, DWG D -1 TYP 4" OF TYPE C2 PG64 -10 AC OVER 8" OF CLASS II BASE COMPACTED TO 95% RC PER GREEN BOOK (TYP) 15 4" TYPE A ROLLED CURB PER SDRSD G -04A (TYP) 16 INSTALL BICYCLE RACK PER DTL 3, DWG D -1 17 CONCRETE PAVERS PER DTL 5, DWG D -2 (TYP) 18 RELOCATE EXISTING APPURTENANCES TO PROPOSED LOCATION. CONTRACTOR TO COORDINATE WITH SDWD AS NECESSARY (TYP) 19 REMOVE, RELOCATE AND EXTEND EX DRAIN TO NEW CURB FACE TO THE SATISFACTION OF THE CITY ENGINEER (TYP) 20 REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING STOP BARS. (TYP) 21 REMOVE EX MANHOLE FRAME AND COVER, RAISE CHIMNEY TO GRADE WITH CONCRETE GRADE RING AND REPLACE WITH SEALED MANHOLE PAMTIGHT OR EQUAL �2 CONTRACTOR TO RECONSTRUCT SEGMENTAL BLOCK RETAINING WALL TIED INTO EX WALL PER DTL 1, DWG D -1 (TYP) �3 RELOCATE EXISTING LIGHT POLE AND ELECTRICAL EQUIPMENT AS NECESSARY PER SDRSD E -01 24 RELOCATE EX SIGN AND INSTALL IN NEW LOCATION PER THE DIRECTION OF THE CITY. 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4" (TYP) 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION 200 -2.7 27 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE _..__ ._..,_ _._. _._.._ _ -- -- — " "_ w.._ �'uC�` �-� .� O SATISFACTION OF THE OWNER (TYP) COAST H I G H'VWAY v_ __ _. �8 DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) 1 NOTE: 30 TYPE D2 PG64 -10 AC BLENDED BETWEEN EXISTING ASPHALT AND PROPOSED SURFACE AT A MAXIMUM GRADE OF 8.33% 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE SURFACE SHALL BE PREPARED WITH SS -11-1 TACK COAT. PLAN MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY (TYP). ��0 GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY, AND THE ELEVATIONS PROVIDED ON SHALL REMOVE ALL MATERIALS AS NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. DUDEK SCALE: 1"=5' GRAPHIC SCALE W TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA o s' 10 Dudek &Associates, Inc. 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS * "° az * — �"-- -Z 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE SCALE: 1" = 5' sr E�. 3/31/18 \Q 605 Third Street Encinitas, CA 164 — AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6— INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE 9rf cn� \F( 76o.9a2.5147 Fax �bo.b3z.olba MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ULSIGNED �s N R APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF RE C ND APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS - RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: B BY:A�� "I� PROJECT NO. CS15C- 108 -S1 �_�! FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE ' R.C.E. N0. $205$ 3 STAMPED "OC 136,1968" ""JUSTIN SCHEIDEL SIDEWALK IMPROVEMENTS - 3 EXP. 3/31/18 DATE: DATE: 5-40-Z618 SHEET 6 OF 34 ADDENDUM NO. 1 a N 0 00 0 N O A O U 0 U) LO M O O / 3 i 0 U / C •N C3 o / r c 0 Q 6 3 U) T L J 0 0 0 Ln 0 0 i U L Ld w a z a L0 0 0 0 0 0 U w / c C W w a IT X m M �j 77 D W N 75 * TOP OF CURB AND BACK OF IMPROVEMENTS SHOWN PERPENDICULAR TO GUTTER FLOWLINE 410 420 430 ELEVATION PROFILE HORZ: 1"=5' VERT: 1"=6" PERMANENT EASEMEN S PARALLEL PARKING C OAS T SPACES TO REMAIN G IGHWAy H 1 1 0 25 HANSEN'S SURFBOARDS .. APN:258- 312 -03 1 DEMOLITION NOTES: F1 SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) ❑2 DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY (TYP) F3 SAW CUT EXISTING ASPHALT (TYP) ❑4 EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER 77 THE DIRECTION OF THE OWNER �5 ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER AS SOON AS POSSIBLE CONSTRUCTION NOTES: #Q CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER 4 SDRSD G -07 (TYP) o76 � � O C CONSTRUCT PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 Z . .e... ( (TYP) 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE O3 T TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 �4 R RELOCATE EX. FENCE INCLUDING ELECTRICAL FENCE TO NEW FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY LOCATION USING EX AND NEW FENCE MATERIALS AS REQUIRED W T - PLAN _. TOR _C%E Cl1R — — — �W B SATISFACTION OF THE CITY ENGINEER (TYP) DUDEK SCALE: 1"=5' SHALL REMOVE ALL MATERIALS AS NECESSARY EXISTING_ _GiZADE__ AT GUTTER', - THIS DRAWING ARE FOR INFORMATION ONLY. -_� — - GUTTER FLOWLNE - TO INSTALL PROPOSED IMPROVEMENTS. , o_.,_ O� s - 4. MOW CURBS SHALL BE INSTALLED TO RETAIN a� o E o^ 605 Third Street Encinitas, CA 92024 �- 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE SCALE: 1" = 5' s T9 CIVI\_ 760.942.5147 Fax 760.632.0164 _ - SET TO 6— INCHES BELOW ADJACENT SIDEWALK. :,� °F c MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES -- -- BENCHMARK SCALE SPECIAL DISTRICT DHAWN BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. * TOP OF CURB AND BACK OF IMPROVEMENTS SHOWN PERPENDICULAR TO GUTTER FLOWLINE 410 420 430 ELEVATION PROFILE HORZ: 1"=5' VERT: 1"=6" PERMANENT EASEMEN S PARALLEL PARKING C OAS T SPACES TO REMAIN G IGHWAy H 1 1 0 25 HANSEN'S SURFBOARDS .. APN:258- 312 -03 1 DEMOLITION NOTES: F1 SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) ❑2 DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY (TYP) F3 SAW CUT EXISTING ASPHALT (TYP) ❑4 EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER 77 THE DIRECTION OF THE OWNER �5 ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER AS SOON AS POSSIBLE CONSTRUCTION NOTES: a 75 O5 CONSTRUCT RAMP CASE "F" PER DTL 1, DWG D -2 (TYP) O6 CONSTRUCT RAMP CASE "B" PER DTL 1, DWG D -2 (TYP) W 70 INSTALL RIBBON GUTTER PER DTL 2, DWG D -1 (TYP) 8� 4" TYPE G CURB AND GUTTER PER SDRSD G -02 (TYP) PER DTL 3 AND 4, DWG D -2 WHERE APPLICABLE. O9 PERFORATED CURB PER DTL 2, DWG D -2 (TYP) 440 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN KIND AS NECESSARY (TYP) 11 7 -1/2" THICK PCC DRIVEWAY APPROACH PER SDRSD G -18 (TYP) —EX BLOCK WALL 12 EXISTING STRUCTURE — ADJUST TO GRADE AND UPGRADE LID TO PEDESTRIAN STANDARDS, AS NEEDED RECONSTRUCTED W_y y_y V 13 RETENTION BASIN PER DTL 5, DWG D -1 (TYP) BLOCK WALL — 14 4" OF TYPE C2 PG64 -10 AC OVER 8" OF CLASS II BASE COMPACTED TO 95% RC PER GREEN BOOK (TYP) 15 4" TYPE A ROLLED CURB PER SDRSD G -04A (TYP) INSTALL BICYCLE RACK PER DTL 3, DWG D -1 CONCRETE PAVERS PER DTL 5, DWG D -2 (TYP) 19 18 RELOCATE EXISTING APPURTENANCES TO PROPOSED LOCATION. _0 CONTRACTOR TO COORDINATE WITH SDWD AS NECESSARY —'� EJ E-3 __. _ ___ T4 PROPOSED 4" CURB -- __ OVER 10 LINEAR FEET 12 - -- __ -__ -- _ - -- 12" 12" PHASE 1 NOTE: (TYP) 19 REMOVE, RELOCATE AND EXTEND EX DRAIN TO NEW CURB FACE TO THE SATISFACTION OF THE CITY ENGINEER (TYP) N w 20 REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING STOP BARS. (TYP) lJ 17 21 REMOVE EX MANHOLE FRAME AND COVER, RAISE CHIMNEY TO GRADE WITH CONCRETE GRADE RING AND REPLACE WITH Y G7 SEALED MANHOLE PAMTIGHT OR EQUAL 92 n �2 CONTRACTOR TO RECONSTRUCT SEGMENTAL BLOCK RETAINING N/ WALL TIED INTO EX WALL PER DTL 1, DWG D -1 (TYP) �3 RELOCATE EXISTING LIGHT POLE AND ELECTRICAL EQUIPMENT X AS NECESSARY PER SDRSD E -01 4 24 RELOCATE EX SIGN AND INSTALL IN NEW LOCATION PER THE 430 -- DIRECTION OF THE CITY. 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4" (TYP) 91 7 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION 200 -2.7 ' 127 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE SATISFACTION OF THE OWNER (TYP) ® DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) O1 C CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER SDRSD G -07 (TYP) o76 � � O C CONSTRUCT PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 Z . .e... ( (TYP) 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE O3 T TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 �4 R RELOCATE EX. FENCE INCLUDING ELECTRICAL FENCE TO NEW FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY LOCATION USING EX AND NEW FENCE MATERIALS AS REQUIRED W T TO PROVIDE SECURE FENCE PER SDRSD M -06. ADJACENT PLAN GENERAL INFORMATION ONLY. CONTRACTOR BUSINESSES SHALL BE SECURED AT ALL TIMES TO THE �W B SATISFACTION OF THE CITY ENGINEER (TYP) DUDEK SCALE: 1"=5' SHALL REMOVE ALL MATERIALS AS NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. GRAPHIC SCALE W TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA 0 5' 10' Dudek& Associates, Inc. 4. MOW CURBS SHALL BE INSTALLED TO RETAIN 440 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN KIND AS NECESSARY (TYP) 11 7 -1/2" THICK PCC DRIVEWAY APPROACH PER SDRSD G -18 (TYP) —EX BLOCK WALL 12 EXISTING STRUCTURE — ADJUST TO GRADE AND UPGRADE LID TO PEDESTRIAN STANDARDS, AS NEEDED RECONSTRUCTED W_y y_y V 13 RETENTION BASIN PER DTL 5, DWG D -1 (TYP) BLOCK WALL — 14 4" OF TYPE C2 PG64 -10 AC OVER 8" OF CLASS II BASE COMPACTED TO 95% RC PER GREEN BOOK (TYP) 15 4" TYPE A ROLLED CURB PER SDRSD G -04A (TYP) INSTALL BICYCLE RACK PER DTL 3, DWG D -1 CONCRETE PAVERS PER DTL 5, DWG D -2 (TYP) 19 18 RELOCATE EXISTING APPURTENANCES TO PROPOSED LOCATION. _0 CONTRACTOR TO COORDINATE WITH SDWD AS NECESSARY —'� EJ E-3 __. _ ___ T4 PROPOSED 4" CURB -- __ OVER 10 LINEAR FEET 12 - -- __ -__ -- _ - -- 12" 12" PHASE 1 NOTE: (TYP) 19 REMOVE, RELOCATE AND EXTEND EX DRAIN TO NEW CURB FACE TO THE SATISFACTION OF THE CITY ENGINEER (TYP) N w 20 REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING STOP BARS. (TYP) lJ 17 21 REMOVE EX MANHOLE FRAME AND COVER, RAISE CHIMNEY TO GRADE WITH CONCRETE GRADE RING AND REPLACE WITH Y G7 SEALED MANHOLE PAMTIGHT OR EQUAL 92 n �2 CONTRACTOR TO RECONSTRUCT SEGMENTAL BLOCK RETAINING N/ WALL TIED INTO EX WALL PER DTL 1, DWG D -1 (TYP) �3 RELOCATE EXISTING LIGHT POLE AND ELECTRICAL EQUIPMENT X AS NECESSARY PER SDRSD E -01 4 24 RELOCATE EX SIGN AND INSTALL IN NEW LOCATION PER THE 430 -- DIRECTION OF THE CITY. 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4" (TYP) 91 7 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION 200 -2.7 ' 127 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE SATISFACTION OF THE OWNER (TYP) ® DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) ADDENDUM NO. 1 a N 0 0 0 N M 9 COO 0 i U 0 0 0 0 i 3 a a a i C 0 0 c O Q E s 0 3 a T J 0 0 0 ui 0 0 0 0 U N c w a a z Q 0 0 0 U C w C C w a N x to co 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY OQ(tOFESS, PLAN GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY, AND THE ELEVATIONS PROVIDED ON ���F�t(LERF DUDEK SCALE: 1"=5' SHALL REMOVE ALL MATERIALS AS NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. GRAPHIC SCALE W TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA 0 5' 10' Dudek& Associates, Inc. 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS * No. 82058 * Exp. 3/31/18 605 Third Street Encinitas, CA 92024 �- 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE SCALE: 1" = 5' s T9 CIVI\_ 760.942.5147 Fax 760.632.0164 Z — AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6— INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE °F c MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DHAWN BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. �s Pc R OC -0139 ELEV 76.506' (NAVOas) RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1966^ HORIZONTAL: AS SHOWN VERTICAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE: JUSTIN . SCHEIDEL R.C.E. N0. 82058 EXP. 3/31/18 REC M ND D BY: DATE: ( APPROVED BY i X DATE: 3-4-2.x/8 COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 SIDEWALK IMPROVEMENTS - 4 `+ 4 SHEET 7 OF 34 ADDENDUM NO. 1 a N 0 0 0 N M 9 COO 0 i U 0 0 0 0 i 3 a a a i C 0 0 c O Q E s 0 3 a T J 0 0 0 ui 0 0 0 0 U N c w a a z Q 0 0 0 U C w C C w a N x to co 77 r>r U 76o 75 Z Q W N 440 450 450 410 460 * TOP OF CURB AND BACK OF IMPROVEMENTS SHOWN PERPENDICULAR TO GUTTER FLOWLINE 490 500 510 520 ELEVATION PROFILE HORZ: 1"=5' nr��un -rr,� �nTr -n C'V RI nPLe WAI I -, VERT: 1"=6” PERMANENT PACPAAVNT 530 540 550 560 DEMOLITION NOTES: F1 SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) ❑ 2 DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY (TYP) [3 SAW CUT EXISTING ASPHALT (TYP) F41 EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER 77 THE DIRECTION OF THE OWNER ❑ 5 ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER AS SOON AS POSSIBLE .\. 4 . U( r-l\i i�` l�d .'Z � \ .A Y .t Yx � Y ti Y , \` \, i ,✓� "1 \`� r� .,} . Y A w w w w w w W 2•:� 7 2 � - ` - oI . . y _ 23 _ - �QI .- = 11 %\ �.� ' iiirIt.,y l YY s Y 'i r y eY� `✓i n . { X{ 1 i3 .s' \ ;1 ',TtiY} L . � ' �4 ;a > '\`t`yc �, }\t.F A , a iY � , .3 �� lV\ Y K � M1 C33 T ; V32 t � 20 FACE TO THE SATISFACTION OF THE CITY ENGINEER (TYP) 0 20 REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING ST OP _ C7 O BARS. TYP ♦ 1� - 'Yi.,�`` Y O ..:Tit, <\'i ,r`, , ^y w w w w Lt _ _ 't' { .e><.`.�Y$?'"`�ti 3 {'t N. .��<"Y ;i 1 Y e V i - 3 _ p p _ �.� -^' "" p \ ) . � \. Y \� .,^'i 4 \ „Y'Y,` '_><' \ \.� M1 'Y h � �'C L, � W A�{'�{� r"1�..> � `` ` ,{f - ° v Z5..� `� ./ T \%i >` T •,,� .� Y' Yl,.% w w y W w w y w i•",d w J} l _Y ..., , +l Y , ,i �a \.,'� a Y 9 I Z ti aM1s <, h t w y w ^` ,, r h v � w ,.��� `, X• ` 12 t�o , rl i i"��a 'l ?v 3 , ' • < Y'ti } Y4 , � { � 2 yi. y f\ 8 �' 'Y' � � . ' �ii '� �,�:. , A ,T T ` %l 1 :t � 3 14 ° p i CP j GRADE WITH CONCRETE GRADE RING AN D REPLACE WITH REMOVE EX MANHOLE FRAME AND COVER, RAISE CHIMNEY TO a SEA LED MANH OLE PAMTI HT OR EQU AL // \/� � V l ♦{ } ✓� "li w J' w w w W' w l A ✓l `•,l �` ✓' y Z ,M1„t r i .1h `� Y.�Li }�,} `'1 8 ?, J' w ^W " W� w w w y w. 1L A • k f K.M1 �,T14^\, \ 1 i Y 4 yt%.• \ 2 .. 1 '^ `\` „a�vl M1 W !.'i ` Y �' �W /� A\ i w w w y w w w CONTRACTOR TO RECONSTRUCT SEGMENTAL BLOCK RETAINING r Yir `i `v a Y \... �V rVli r•• 1' \i r Y 1 Y \ l,I rt Y`1` }vl.< ,ono tD� W WALL TIED INTO EX WALL PER DTL 1 DWG D -1 (TYP) W k' "t � � ll Y' t Y �: v, r- i Y Y w w w D I D W " 1 W W r Y J,` } : ^ ` .x l r Y C25 w ` "i Y` Y:;. V 1YL �}a i` Y,r vt \:. y ww w • -,{ C) L'i '� - v` l i�' iii, - w w w w w �� w w w V) 3 RELOCATE EXISTING LIGHT POLE AND ELECTRICAL EQUIPMENT 1 ll v { . >, t C36 �•`. y y .. t \,,,�,y � �h \l Y < Z,^ n. t w w \ �`✓ Y:rt Y V � y C23 - `Ci '` "{ rx %` s,�' .1:' 'ii "`` `3Y'it'.h <" w .� ;�{Ci.. . �?Y' `.<��'i,�i v'\,^.y ��C,v >. >.. y M1 w w p p.. �. - D ° AS NECESSARY PER SDRSD E -01 V;i � �<. 4� �'�" x� �` <� t� Y � �,a �� � \ `•�`' w ` 1 Y l y�Y`�`��� Y�R� Y �,,." �?` � `Y 4 Z i w 6w C.P C26�Y ,X ' ` 24 RELOCATE EX SIGN AND INSTALL IN NEW LOCATION PER THE _ _ w ° DIRECTION OF THE CITY. 0 45 ~ 60 T --�— — —0.2 %— — — — — —4-- -} -- 4 . _ 550_ 470 480 5 0 510 520 30 -- 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4” (TYP) _. -___ ..- ...... _______ -_... \--r3 7 17 4 28 17 28 13 2 17 3 3 13 4 `+ 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION — 12 "W 12"1 ! 21 0 7 2 12 7 12 „��I 12 "VV 12 "� � ����, ) 27 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE �N 1 2 �/ 1 2 ^� 1 2 �A! 1 2 ° SATISFACTION OF THE OWNER (TYP) COAST H I G H W A Y I �8 DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) NOTE: PHASE I 29 CONTRACTOR SHALL INSTALL ( "FLOWDRAIN" AS MANUFACTURED BY ACID OR EQUAL) TRENCH DRAIN THROUGH 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE SIDEWALK PER ADA REQUIREMENTS. ESSI MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY ROFp�, GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY AND THE ELEVATIONS PROVIDED ON 7� 30 TYPE D2 PG64 -10 AC BLENDED BETWEEN EXISTING ASPHALT DUDEK PLAN ' AND PROPOSED SURFACE AT A MAXIMUM GRADE OF AT. GRAPHIC SCALE SHALL REMOVE ALL MATERIALS AS .NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. SURFACE SHALL BE PREPARED WITH SS -1H TACK COAT. 0 5' 10' SCALE: 1"=5' TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA TYP 82058 r Dudek & Associates, Inc. 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS Exp. 3/31/18 605 Third Street Encinitas, CA 92024 SCALE' 1 " = 5 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE r'47F CIVIL 760.942.5147 Fax 760.632.0164 �--- AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6— INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE of CAUL Z —= MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS15C- 108 -S1 BY 1 CHECKED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED is PC RB APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC M APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS OC -0139 EIEV 76.506' (NAVD88) � , RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: BY- BY: ,�! PROJECT NO. CS15C- 108 -S1 (�► -5 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE R.C.E. N0. 82058 71 STAMPED "OC 136, 1968" U IN REIDEL ,1 (6 / SIDEWALK IMPROVEMENTS - 5 EXP. 3/31 /18 DATE: ( DATE: 3- ro -ZOIg SHEET 8 OF 34 ADDENDUM NO, 1 Q N 0 00 0 N O U N O i U 0 L0 M O O i 3 i a V C m 0 co CD a a 0 Y a 3 N a T iu �C E J O O 0 Ln M O 0 0 V V) L .s w z a 0 O 0 a U C w w 0 ,I- C14 M CONSTRUCTION NOTES: CO1 CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER U SDRSD G -07 (TYP) a76 ¢ j 2 � , r <��A CONSTRUCT PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 QO3 TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 RELOCATE EX. FENCE INCLUDING ELECTRICAL FENCE TO NEW LOCATION USING EX AND NEW FENCE MATERIALS AS REQUIRED W TO PROVIDE SECURE FENCE PER SDRSD M -06. ADJACENT BUSINESSES SHALL BE SECURED AT ALL TIMES TO THE N SATISFACTION OF THE CITY ENGINEER (TYP) 75 O5 CONSTRUCT RAMP CASE "F" PER DTL 1, DWG D -2 (TYP) O6 CONSTRUCT RAMP CASE "B" PER DTL 1, DWG D -2 (TYP) O INSTALL RIBBON GUTTER PER DTL 2, DWG D -1 (TYP) O 4" TYPE G CURB AND GUTTER PER SDRSD G -02 (TYP) PER DTL 3 AND 4, DWG D -2 WHERE APPLICABLE. O9 PERFORATED CURB PER DTL 2, DWG D -2 (TYP) 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN KIND AS NECESSARY (TYP) 11 7 -1/2" THICK PCC DRIVEWAY APPROACH PER SDRSD G -18 (TYP) 12 EXISTING STRUCTURE — ADJUST TO GRADE AND UPGRADE LID TO PEDESTRIAN STANDARDS, AS NEEDED RETENTION BASIN PER DTL 5, DWG D -1 (TYP) 14 4" OF TYPE C2 PG64 -10 AC OVER 8" OF CLASS II BASE COMPACTED TO 95% RC PER GREEN BOOK (TYP) 15 4" TYPE A ROLLED CURB PER SDRSD G -04A (TYP) 16 INSTALL BICYCLE RACK PER DTL 3, DWG D -1 17 CONCRETE PAVERS PER DTL 5, DWG D -2 (TYP) 18 RELOCATE EXISTING APPURTENANCES TO PROPOSED LOCATION. CONTRACTOR TO COORDINATE WITH SDWD AS NECESSARY (TYP) 19 REMOVE RELOCATE AND EXTEND EX DRAIN TID NEW CURB .\. 4 . U( r-l\i i�` l�d .'Z � \ .A Y .t Yx � Y ti Y , \` \, i ,✓� "1 \`� r� .,} . Y A w w w w w w W 2•:� 7 2 � - ` - oI . . y _ 23 _ - �QI .- = 11 %\ �.� ' iiirIt.,y l YY s Y 'i r y eY� `✓i n . { X{ 1 i3 .s' \ ;1 ',TtiY} L . � ' �4 ;a > '\`t`yc �, }\t.F A , a iY � , .3 �� lV\ Y K � M1 C33 T ; V32 t � 20 FACE TO THE SATISFACTION OF THE CITY ENGINEER (TYP) 0 20 REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING ST OP _ C7 O BARS. TYP ♦ 1� - 'Yi.,�`` Y O ..:Tit, <\'i ,r`, , ^y w w w w Lt _ _ 't' { .e><.`.�Y$?'"`�ti 3 {'t N. .��<"Y ;i 1 Y e V i - 3 _ p p _ �.� -^' "" p \ ) . � \. Y \� .,^'i 4 \ „Y'Y,` '_><' \ \.� M1 'Y h � �'C L, � W A�{'�{� r"1�..> � `` ` ,{f - ° v Z5..� `� ./ T \%i >` T •,,� .� Y' Yl,.% w w y W w w y w i•",d w J} l _Y ..., , +l Y , ,i �a \.,'� a Y 9 I Z ti aM1s <, h t w y w ^` ,, r h v � w ,.��� `, X• ` 12 t�o , rl i i"��a 'l ?v 3 , ' • < Y'ti } Y4 , � { � 2 yi. y f\ 8 �' 'Y' � � . ' �ii '� �,�:. , A ,T T ` %l 1 :t � 3 14 ° p i CP j GRADE WITH CONCRETE GRADE RING AN D REPLACE WITH REMOVE EX MANHOLE FRAME AND COVER, RAISE CHIMNEY TO a SEA LED MANH OLE PAMTI HT OR EQU AL // \/� � V l ♦{ } ✓� "li w J' w w w W' w l A ✓l `•,l �` ✓' y Z ,M1„t r i .1h `� Y.�Li }�,} `'1 8 ?, J' w ^W " W� w w w y w. 1L A • k f K.M1 �,T14^\, \ 1 i Y 4 yt%.• \ 2 .. 1 '^ `\` „a�vl M1 W !.'i ` Y �' �W /� A\ i w w w y w w w CONTRACTOR TO RECONSTRUCT SEGMENTAL BLOCK RETAINING r Yir `i `v a Y \... �V rVli r•• 1' \i r Y 1 Y \ l,I rt Y`1` }vl.< ,ono tD� W WALL TIED INTO EX WALL PER DTL 1 DWG D -1 (TYP) W k' "t � � ll Y' t Y �: v, r- i Y Y w w w D I D W " 1 W W r Y J,` } : ^ ` .x l r Y C25 w ` "i Y` Y:;. V 1YL �}a i` Y,r vt \:. y ww w • -,{ C) L'i '� - v` l i�' iii, - w w w w w �� w w w V) 3 RELOCATE EXISTING LIGHT POLE AND ELECTRICAL EQUIPMENT 1 ll v { . >, t C36 �•`. y y .. t \,,,�,y � �h \l Y < Z,^ n. t w w \ �`✓ Y:rt Y V � y C23 - `Ci '` "{ rx %` s,�' .1:' 'ii "`` `3Y'it'.h <" w .� ;�{Ci.. . �?Y' `.<��'i,�i v'\,^.y ��C,v >. >.. y M1 w w p p.. �. - D ° AS NECESSARY PER SDRSD E -01 V;i � �<. 4� �'�" x� �` <� t� Y � �,a �� � \ `•�`' w ` 1 Y l y�Y`�`��� Y�R� Y �,,." �?` � `Y 4 Z i w 6w C.P C26�Y ,X ' ` 24 RELOCATE EX SIGN AND INSTALL IN NEW LOCATION PER THE _ _ w ° DIRECTION OF THE CITY. 0 45 ~ 60 T --�— — —0.2 %— — — — — —4-- -} -- 4 . _ 550_ 470 480 5 0 510 520 30 -- 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4” (TYP) _. -___ ..- ...... _______ -_... \--r3 7 17 4 28 17 28 13 2 17 3 3 13 4 `+ 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION — 12 "W 12"1 ! 21 0 7 2 12 7 12 „��I 12 "VV 12 "� � ����, ) 27 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE �N 1 2 �/ 1 2 ^� 1 2 �A! 1 2 ° SATISFACTION OF THE OWNER (TYP) COAST H I G H W A Y I �8 DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) NOTE: PHASE I 29 CONTRACTOR SHALL INSTALL ( "FLOWDRAIN" AS MANUFACTURED BY ACID OR EQUAL) TRENCH DRAIN THROUGH 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE SIDEWALK PER ADA REQUIREMENTS. ESSI MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY ROFp�, GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY AND THE ELEVATIONS PROVIDED ON 7� 30 TYPE D2 PG64 -10 AC BLENDED BETWEEN EXISTING ASPHALT DUDEK PLAN ' AND PROPOSED SURFACE AT A MAXIMUM GRADE OF AT. GRAPHIC SCALE SHALL REMOVE ALL MATERIALS AS .NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. SURFACE SHALL BE PREPARED WITH SS -1H TACK COAT. 0 5' 10' SCALE: 1"=5' TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA TYP 82058 r Dudek & Associates, Inc. 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS Exp. 3/31/18 605 Third Street Encinitas, CA 92024 SCALE' 1 " = 5 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE r'47F CIVIL 760.942.5147 Fax 760.632.0164 �--- AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6— INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE of CAUL Z —= MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS15C- 108 -S1 BY 1 CHECKED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED is PC RB APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC M APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS OC -0139 EIEV 76.506' (NAVD88) � , RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: BY- BY: ,�! PROJECT NO. CS15C- 108 -S1 (�► -5 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE R.C.E. N0. 82058 71 STAMPED "OC 136, 1968" U IN REIDEL ,1 (6 / SIDEWALK IMPROVEMENTS - 5 EXP. 3/31 /18 DATE: ( DATE: 3- ro -ZOIg SHEET 8 OF 34 ADDENDUM NO, 1 Q N 0 00 0 N O U N O i U 0 L0 M O O i 3 i a V C m 0 co CD a a 0 Y a 3 N a T iu �C E J O O 0 Ln M O 0 0 V V) L .s w z a 0 O 0 a U C w w 0 ,I- C14 M if 6.41011 Z Q 758 W W N wa 570 580 590 600 610 * TOP OF CURB AND BACK OF IMPROVEMENTS SHOWN PERPENDICULAR TO GUTTER FLOWLINE 620 630 640 ELEVATION PROFILE HORZ: 1"=5' 650 • e f 670 01 76 7 Z Q 07 W W N We] '+P C'I r� W ((n 7 DEMOLITION NOTES: rj O4 RELOCATE EX. FENCE INCLUDING ELECTRICAL FENCE TO NEW LOCATION USING EX AND NEW FENCE MATERIALS AS REQUIRED TO PROVIDE SECURE FENCE PER SDRSD M -06. ADJACENT BUSINESSES SHALL BE SECURED AT ALL TIMES TO THE SATISFACTION OF THE CITY ENGINEER (TYP) O5 CONSTRUCT RAMP CASE "F" PER DTL 1, DWG D -2 (TYP) 6O CONSTRUCT RAMP CASE "B" PER DTL 1, DWG D -2 (TYP) 4 7O INSTALL RIBBON GUTTER PER DTL 2, DWG D -1 (TYP) 8O 4" TYPE G CURB AND GUTTER PER SDRSD G -02 (TYP) PER DTL 3 AND 4, DWG D -2 WHERE APPLICABLE. O9 PERFORATED CURB PER DTL 2, DWG D -2 (TYP) 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN KIND AS NECESSARY (TYP) 11 7 -1/2" THICK PCC DRIVEWAY APPROACH PER SDRSD G -18 (�) 12 EXISTING STRUCTURE — ADJUST TO GRADE AND UPGRADE LID TO PEDESTRIAN STANDARDS, AS NEEDED u 13 RETENTION BASIN PER DTL 5, DWG D -1 (TYP) �$ 14 4" OF TYPE C2 PG64 -10 AC OVER 8" OF CLASS II BASE COMPACTED TO 95% RC PER GREEN BOOK (TYP) 15 4" TYPE A ROLLED CURB PER SDRSD G -04A (TYP) 16 INSTALL BICYCLE RACK PER DTL 3, DWG D -1 17 CONCRETE PAVERS PER DTL 5, DWG D -2 (TYP) 18 RELOCATE EXISTING APPURTENANCES TO PROPOSED LOCATION. CONTRACTOR TO COORDINATE WITH SDWD AS NECESSARY (NP) 19 REMOVE, RELOCATE AND EXTEND EX DRAIN TO NEW CURB FACE TO THE SATISFACTION OF THE CITY ENGINEER (TYP) 20 REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING STOP BARS. (TYP) 21 REMOVE EX MANHOLE FRAME AND COVER, RAISE CHIMNEY TO GRADE WITH CONCRETE GRADE RING AND REPLACE WITH SEALED MANHOLE PAMTIGHT OR EQUAL �2 CONTRACTOR TO RECONSTRUCT SEGMENTAL BLOCK RETAINING WALL TIED INTO EX WALL PER DTL 1, DWG D -1 (TYP) �3 RELOCATE EXISTING LIGHT POLE AND ELECTRICAL EQUIPMENT AS NECESSARY PER SDRSD E -01 24 RELOCATE EX SIGN AND INSTALL IN NEW LOCATION PER THE DIRECTION OF THE CITY. 3 14 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4" (TYP) 15 15 28 7 14 b1t I 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION 'n O 200 -2.7 '-- - - - - -- 12 "� 12 "�N 12 "UV 12 "�N 12 "�J�! 12 "�N 12 "w- 12 "� ^� 12" ; ^' 12���' . 27 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE SATISFACTION OF THE OWNER (TYP) PHASE I C O A S T H I G H WAY DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) NOTE: _ 30 TYPE D2 PG64 -10 AC BLENDED BETWEEN EXISTING ASPHALT AND PROPOSED SURFACE AT A MAXIMUM GRADE OF 8.33% 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE SURFACE SHALL BE PREPARED WITH SS -1H TACK COAT. PLAN MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY (�)• QR�ESSi� GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY, AND THE ELEVATIONS PROVIDED ON (LER StnyG DUDEK » SHALL REMOVE ALL MATERIALS AS NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. GRAPHIC SCALE SCALE: 1 =5 TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA 0 5' 10' Dudek & Associates, Inc. 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS * "a 82058 * 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE SCALE: 1" = 5' C1 1 6ry. 3/31/18 605 Third Street Encinitas, 2. 164 �— ,Z AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6— INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE CAUF\P 76o.942s147Fax76o.632.oi64 MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT �s P RB APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC END D APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS OC -0139 ELEV 76.506' (NAVD88) RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: %___ BY. _ BYZ PROJECT NO. CS15C- 108 -S1 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC u� Cw6 STAMPED "OC 136, 1968" VERTICAL NONE R.C.E. N0. 82058 JUSTIN T.HEIDEL EXP. 3/31 18 DATE: ! DATE: 3 -��Zo� SIDEWALK IMPROVEMENTS - 6 SHEET 9 OF 34 ADDENDUM NO. 1 Q M 0 00 0 i v N C 0 i U 0 0 LO M O O i 3 i 0 U C O� .N 0 I 0 m c E 0 L a E 0 3 L T J O 0 0 M 0 0 V N L w z Q 0 0 0 m a .s U C w i c w d v X M p-.4 11 S SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) ❑ 2 D DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY (TYP) ❑ 3 S SAW CUT EXISTING ASPHALT (TYP) ❑4 E EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER THE DIRECTION OF THE OWNER [5 A ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER AS SOON AS POSSIBLE CONSTRUCTION NOTES: O1 C CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER SDRSD G -07 (TYP) " < w -a O2 C CONSTRUCT PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 (TYP) O3 T TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 3 14 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4" (TYP) 15 15 28 7 14 b1t I 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION 'n O 200 -2.7 '-- - - - - -- 12 "� 12 "�N 12 "UV 12 "�N 12 "�J�! 12 "�N 12 "w- 12 "� ^� 12" ; ^' 12���' . 27 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE SATISFACTION OF THE OWNER (TYP) PHASE I C O A S T H I G H WAY DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) NOTE: _ 30 TYPE D2 PG64 -10 AC BLENDED BETWEEN EXISTING ASPHALT AND PROPOSED SURFACE AT A MAXIMUM GRADE OF 8.33% 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE SURFACE SHALL BE PREPARED WITH SS -1H TACK COAT. PLAN MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY (�)• QR�ESSi� GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY, AND THE ELEVATIONS PROVIDED ON (LER StnyG DUDEK » SHALL REMOVE ALL MATERIALS AS NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. GRAPHIC SCALE SCALE: 1 =5 TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA 0 5' 10' Dudek & Associates, Inc. 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS * "a 82058 * 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE SCALE: 1" = 5' C1 1 6ry. 3/31/18 605 Third Street Encinitas, 2. 164 �— ,Z AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6— INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE CAUF\P 76o.942s147Fax76o.632.oi64 MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT �s P RB APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC END D APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS OC -0139 ELEV 76.506' (NAVD88) RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: %___ BY. _ BYZ PROJECT NO. CS15C- 108 -S1 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC u� Cw6 STAMPED "OC 136, 1968" VERTICAL NONE R.C.E. N0. 82058 JUSTIN T.HEIDEL EXP. 3/31 18 DATE: ! DATE: 3 -��Zo� SIDEWALK IMPROVEMENTS - 6 SHEET 9 OF 34 ADDENDUM NO. 1 Q M 0 00 0 i v N C 0 i U 0 0 LO M O O i 3 i 0 U C O� .N 0 I 0 m c E 0 L a E 0 3 L T J O 0 0 M 0 0 V N L w z Q 0 0 0 m a .s U C w i c w d v X M p-.4 ADDENDUM NO. 1 Q M 0 00 0 i v N C 0 i U 0 0 LO M O O i 3 i 0 U C O� .N 0 I 0 m c E 0 L a E 0 3 L T J O 0 0 M 0 0 V N L w z Q 0 0 0 m a .s U C w i c w d v X M p-.4 at Z Q 755 W vW 690 700 710 720 730 SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) * TOP OF CURB AND BACK OF IMPROVEMENTS SHOWN PERPENDICULAR TO GUTTER FLOWLINE 740 750 760 770 780 79v ELEVATION PROFILE HORZ: 1"=5' VERT: 1"=6" v PERMANENT EASEMENT ADDENDUM NO. 1 i 0 0 r i n DEMOLITION NOTES: F] SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) F2 DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY (TYP) 3 ❑ SAW CUT EXISTING ASPHALT (TYP) p 4❑ EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER THE DIRECTION OF THE OWNER 55 ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS _ AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER AS SOON AS POSSIBLE 76 CONSTRUCTION NOTES: - - 00 (�1 CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER U SDRSD G -07 (TYP) 2 CONSTRUCT PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 Z m QO TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 075 O RELOCATE EX. FENCE INCLUDING ELECTRICAL FENCE TO NEW LOCATION USING EX AND NEW FENCE MATERIALS AS REQUIRED _ Lv TO PROVIDE SECURE FENCE PER SDRSD M -06. ADJACENT W BUSINESSES SHALL BE SECURED AT ALL TIMES TO THE N SATISFACTION OF THE CITY ENGINEER (TYP) °o to! _ Q ~ (�5 CONSTRUCT RAMP CASE "F" PER DTL 1, DWG D -2 (TYP) 0 o h 6O CONSTRUCT RAMP CASE B PER DTL 1, DWG D -2 (TYP) 00 _I 74 O7 INSTALL RIBBON GUTTER PER DTL 2, DWG D -1 (TYP) - O8 4" TYPE G CURB AND GUTTER PER SDRSD G -02 (TYP) PER - DTL 3 AND 4, DWG D -2 WHERE APPLICABLE. - 9O PERFORATED CURB PER DTL 2, DWG D -2 (TYP) 800 810 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN KIND AS NECESSARY (TYP) 11 7 -1/2" THICK PCC DRIVEWAY APPROACH PER SDRSD G -18 (TYP) 12 EXISTING STRUCTURE - ADJUST TO GRADE AND UPGRADE LID TO PEDESTRIAN STANDARDS, AS NEEDED 13 RETENTION BASIN PER DTL 5, DWG D -1 (TYP) h v n 4 OF TYPE C2 PG64 -10 AC OVER 8 OF CLASS II BASE ADDENDUM NO. 1 i 0 0 r i n 76 h ,+. Z Q 750 W W N 74 I U 0 W N 820 830 840 850 860 * TOP OF CURB AND BACK OF IMPROVEMENTS SHOWN PERPENDICULAR TO GUTTER FLOWLINE rv,P '.T .A ".I A' /'/ % 870 880 890 ELEVATION PROFILE HORZ: 1"=5' VERT: 1"=6" 910 920 930 76 l Z Q 075 W W Cn .m Kl^-rc. 0) U 0 Z Q W W N DEMOLITION NOTES: 1 ❑ SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) F2 DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY (TYP) F3 SAW CUT EXISTING ASPHALT (TYP) 41 EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER THE DIRECTION OF THE OWNER F5 ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER AS SOON AS POSSIBLE CONSTRUCTION NOTES: O1 CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER SDRSD G -07 (TYP) •ff PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 /gym �.¢• <. TYP (TYP) 3O TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 O4 RELOCATE EX. FENCE INCLUDING ELECTRICAL FENCE TO NEW LOCATION USING EX AND NEW FENCE MATERIALS AS REQUIRED TO PROVIDE SECURE FENCE PER SDRSD M -06. ADJACENT BUSINESSES SHALL BE SECURED AT ALL TIMES TO THE SATISFACTION OF THE CITY ENGINEER (TYP) O5 CONSTRUCT RAMP CASE "F" PER DTL 1, DWG D -2 (TYP) 6O CONSTRUCT RAMP CASE "B" PER DTL 1, DWG D -2 (TYP) O7 INSTALL RIBBON GUTTER PER DTL 2, DWG D -1 (TYP) O8 4" TYPE G CURB AND GUTTER PER SDRSD G -02 (TYP) PER DTL 3 AND 4, DWG D -2 WHERE APPLICABLE. O9 PERFORATED CURB PER DTL 2, DWG D -2 (TYP) 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN KIND AS NECESSARY (TYP) 11 7 -1/2" THICK PCC DRIVEWAY APPROACH PER SDRSD G -18 (TYP) 12 EXISTING STRUCTURE – ADJUST TO GRADE AND UPGRADE LID TO PEDESTRIAN STANDARDS, AS NEEDED RETENTION BASIN PER DTL 5, DWG D -1 (TYP) NMI 14 4" OF TYPE C2 PG64 -10 AC OVER 8" OF CLASS II BASE COMPACTED TO 95% RC PER GREEN BOOK (TYP) 15 4" TYPE A ROLLED CURB PER SDRSD G -04A (TYP) 16 INSTALL BICYCLE RACK PER DTL 3, DWG D -1 17 CONCRETE PAVERS PER DTL 5, DWG D -2 (TYP) 18 RELOCATE EXISTING APPURTENANCES TO PROPOSED LOCATION. CONTRACTOR TO COORDINATE WITH SDWD AS NECESSARY (TYP) 19 REMOVE, RELOCATE AND EXTEND EX DRAIN TO NEW CURB FACE TO THE SATISFACTION OF THE CITY ENGINEER (TYP) 20 REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING STOP BARS. (TYP) 21 REMOVE EX MANHOLE FRAME AND COVER, RAISE CHIMNEY TO GRADE WITH CONCRETE GRADE RING AND REPLACE WITH SEALED MANHOLE PAMTIGHT OR EQUAL �2 CONTRACTOR TO RECONSTRUCT SEGMENTAL BLOCK RETAINING WALL TIED INTO EX WALL PER DTL 1, DWG D -1 (TYP) RELOCATE EXISTING LIGHT POLE AND ELECTRICAL EQUIPMENT AS NECESSARY PER SDRSD E -01 24 RELOCATE EX SIGN AND INSTALL IN NEW LOCATION PER THE DIRECTION OF THE CITY. 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4" (TYP) 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION 200 -2.7 27 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE 0 SATISFACTION OF THE OWNER (TYP) �8 DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) PHASE II 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE PLAN MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY QR�ESS�� GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY, AND THE ELEVATIONS PROVIDED ON h��`0���'ERSFyc SHALL REMOVE ALL MATERIALS AS NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. GRAPHIC SCALE DUDEK SCALE: 1"=5' TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA 0 5' 10' A 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS No. 82058 Dudek & Associates, Inc. SCALE' 1" = 5' * * — ""------ Z_____ 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE J Exp. 3/31/18 605 Third Street Encinitas, CA 92024 �— AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6– INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE r9n cn� \FCC\ 760.942.5147 Fax 760.632.0164 MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS15C- 108 —S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT is Pc Re APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC N APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS OC -0139 ELEV 76.506 (NAVD88) RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: &19U BY BY. PROJECT NO. CS15C- 108 -S1 C08 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE R.C.E. NO. 82058 STAMPED "OC 136, 1968" JUSTIN T. SCHEIDEL 7 SIDEWALK IMPROVEMENTS - 8 EXP. 3/31/18 DATE: DATE: 3-6 -24019 1 1SHEET 11 OF 34 ADDENDUM NO. 1 Q 0 DO 0 N x 0 i U 0 0 x L0 M O O / 3 i C3 U U / C U 0 I O 0 m c E 0 a 0 3 T E J 0 0 0 pli 0 0 U c w z In Q LO 0 0 0 U w 0) c c s= w 0 d C\' x M I M EXISTING FENCE TO BE RELOCATED EXISTING ELECTRIC FENCE TO BE RELOCATED .L, W Ld N 950 X 970 RELOCATED /NEW J ELECTRIC FENCE TO MATCH EXISTING RELOCATED /NEW FENCE RELOCATED /NEW ELECTRIC FENCE TO MATCH EXISTING !j SHIFT FENCE ALIGNMENT AS NECESSARY TO AVOID EXISTING CABLE FENCE X / 1000 1010 1020 1030 1040 1050 1060 y y y y y y y y W y y y W y y y W >f aN � v P7 5 . 24 � 16 J / � t `..?.t ..p..\ < M AT, CH EX. GRA//D�� E y � Cd Si DRAIN, NOTE y y y y 24 p 2 0 0 $ p Hs { S[ . y y y y W y y y y y y y y y y y y y y y y y y W y y y y y y y y y y y Vy y y y y y y l y y y y y y y y y y y W W y f /y y y C y y y y y y y y y y y y y y 54 y y W y y y y y y y y y y y y y y y y W y y y y W y y 1000 �-Ay 75 y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y '1 040 W y y y /)k��•J� y y W .Y�y y y y y y y y y y y W y y y y y y y y y W y y y y y y y - 950 0 7) 13 PHASE II 1 Cln 0 MOW 1010 ;.OAST HIGHWAY 131 i N DEMOLITION NOTES: 11 SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) 76 ❑2 DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY (TYP) [3 SAW CUT EXISTING ASPHALT (TYP) �4 EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER THE DIRECTION OF THE OWNER �5 ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER 75 AS SOON AS POSSIBLE CONSTRUCTION NOTES: O1 CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER f 4 CONSTRUCT PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 y y y y y y y y (TYP) 74 O TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 O 4 _... ...........y .... _,.- .W ...» . ..._y _ ° � UiSl Lt,'( s�` TO PROVIDE SECURE FENCE PER SDRSD M -06. ADJACENT PLAN y y y y y 0 STORM DRAIN NOTE: 5O ROAD ONE TOWNG O6 y y y y y y y y y 0 INSTALL RIBBON GUTTER PER DTL 2, DWG D -1 (TYP) 8O PERMANENT EASEMENT ° y y y y y 4 y y y y y y y y y y y y y y y y y y O9 CONTRACTOR SHALL M ODIFY EX. STORM WATER BASIN 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN S y y y y y y y y y y 3 y y y y y y y y y y y y y y y y y BY REMOVING CONCRETE LID AND WALLS TO INVERT O F INLET AND CONSTRUCT (TYP) 12 EXISTING STRUCTURE - ADJUST TO GRADE AND UPGRADE LID X y y y i y y y y NORTH SAN DIEGO COUNTY NEW WALLS AND LID; MODIFYING BASIN TO TYPE 1 CATCH BASIN PER SDRSD • 14 24 760.942.5147 Fax 760.632.0164 y y y y . y y y y TRANSIT DEVELOPMENT BOARD D -29. CONTRACTOR SHALL PROVIDE FRAME AND GRATE SAME SIZE AS CATCH 16 INSTALL BICYCLE RACK PER DTL 3, DWG D -1 17 .'.y y y y y y \ 2 y y y W y y yy y y C56 y y y y y y y y y APN:260- 010 -05 BASIN WITH TOP OF GRATE SET AT ELEV. 74.30'. ALL REBAR SHALL BE TIED CONTRACTOR TO COORDINATE WITH SDWD AS NECESSARY y (TYP) y REMOVE, RELOCATE AND EXTEND EX DRAIN TO NEW CURB yy ' - y " y y y y y y y y y y y y INTO EX CONCRETE STRUCTURE USING HILT] RE500 -SD EPDXY. INSTALLED PER REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING STOP SCALE BARS. (TYP) y y y y y y y y y y y y W y y MANUFACTURES RECOMMENDATIONS. y y y y y y y y W y y y W y y y W >f aN � v P7 5 . 24 � 16 J / � t `..?.t ..p..\ < M AT, CH EX. GRA//D�� E y � Cd Si DRAIN, NOTE y y y y 24 p 2 0 0 $ p Hs { S[ . y y y y W y y y y y y y y y y y y y y y y y y W y y y y y y y y y y y Vy y y y y y y l y y y y y y y y y y y W W y f /y y y C y y y y y y y y y y y y y y 54 y y W y y y y y y y y y y y y y y y y W y y y y W y y 1000 �-Ay 75 y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y '1 040 W y y y /)k��•J� y y W .Y�y y y y y y y y y y y W y y y y y y y y y W y y y y y y y - 950 0 7) 13 PHASE II 1 Cln 0 MOW 1010 ;.OAST HIGHWAY 131 i N DEMOLITION NOTES: 11 SAW CUT EXISTING SIDEWALK, DRIVEWAY AND GUTTER (TYP) 76 ❑2 DEMOLISH AND REMOVE EXISTING SIDEWALK OR DRIVEWAY (TYP) [3 SAW CUT EXISTING ASPHALT (TYP) �4 EXISTING VEGETATION TO BE REMOVED OR RELOCATED PER THE DIRECTION OF THE OWNER �5 ANY EXPOSED UNDERGROUND STORAGE TANKS FOUND IN THIS AREA SHALL BE PROTECTED AND REPORTED TO THE OWNER 75 AS SOON AS POSSIBLE CONSTRUCTION NOTES: O1 CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER SDRSD G -07 (TYP) �2 CONSTRUCT PCC COMMERCIAL DRIVEWAY PER SDRSD G -26 (TYP) 74 O TYPE A MOW CURB SDRSD L -03 (TYP) SEE NOTE 4 O RELOCATE EX. FENCE INCLUDING ELECTRICAL FENCE TO NEW PROVIDED ON THE PROJECT DRAWINGS MAY LOCATION USING EX AND NEW FENCE MATERIALS AS REQUIRED ° � UiSl Lt,'( s�` TO PROVIDE SECURE FENCE PER SDRSD M -06. ADJACENT PLAN BUSINESSES SHALL BE SECURED AT ALL TIMES TO THE DAMAGED FACILITIES TO THE SATISFACTION OF SATISFACTION OF THE CITY ENGINEER (TYP) 5O CONSTRUCT RAMP CASE "F" PER DTL 1, DWG D -2 (TYP) O6 CONSTRUCT RAMP CASE "B" PER DTL 1, DWG D -2 (TYP) 0 INSTALL RIBBON GUTTER PER DTL 2, DWG D -1 (TYP) 8O 4" TYPE G CURB AND GUTTER PER SDRSD G -02 (TYP) PER ° DTL 3 AND 4, DWG D -2 WHERE APPLICABLE. O9 PERFORATED CURB PER DTL 2, DWG D -2 (TYP) 10 EXISTING VEGETATION, PROTECT IN PLACE AND RESTORE IN KIND AS NECESSARY (TYP) 11 7 -1/2" THICK PCC DRIVEWAY APPROACH PER SDRSD G -18 4. (TYP) 12 EXISTING STRUCTURE - ADJUST TO GRADE AND UPGRADE LID * * E�. 3/31/18 TO PEDESTRIAN STANDARDS, AS NEEDED 13 RETENTION BASIN PER DTL 5, DWG D -1 (TYP) SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE 14 4" OF TYPE C2 PG64 -10 AC OVER 8" OF CLASS II BASE 760.942.5147 Fax 760.632.0164 COMPACTED TO 95% RC PER GREEN BOOK (TYP) 15 4" TYPE A ROLLED CURB PER SDRSD G -04A (TYP) 16 INSTALL BICYCLE RACK PER DTL 3, DWG D -1 17 CONCRETE PAVERS PER DTL 5, DWG D -2 (TYP) 18 RELOCATE EXISTING APPURTENANCES TO PROPOSED LOCATION. CONTRACTOR TO COORDINATE WITH SDWD AS NECESSARY CS15C- 108 -S1 (TYP) 19 REMOVE, RELOCATE AND EXTEND EX DRAIN TO NEW CURB DATE FACE TO THE SATISFACTION OF THE CITY ENGINEER (TYP) 20 REMOVE AND DELIVER TO CITY YARD ALL EX. PARKING STOP SCALE BARS. (TYP) 21 REMOVE EX MANHOLE FRAME AND COVER, RAISE CHIMNEY TO APPROVALS GRADE WITH CONCRETE GRADE RING AND REPLACE WITH DRAWING NO. SEALED MANHOLE PAMTIGHT OR EQUAL �2 CONTRACTOR TO RECONSTRUCT SEGMENTAL BLOCK RETAINING WALL TIED INTO EX WALL PER DTL 1, DWG D -1 (TYP) �3 RELOCATE EXISTING LIGHT POLE AND ELECTRICAL EQUIPMENT OC -0139 ELEV 76.506' (NAVD88) AS NECESSARY PER SDRSD E -01 24 RELOCATE EX SIGN AND INSTALL IN NEW LOCATION PER THE SUPERVISION OF DIRECTION OF THE CITY. 25 MODIFIED SDRSD G -01, CURB HEIGHT = 4" (TYP) 26 STABILIZED DISINTEGRATED GRANITE AREA PER SPEC SECTION 200 -2.7 °v 27 COBBLE SET INTO STABILIZED DECOMPOSED GRANITE TO THE m} SATISFACTION OF THE OWNER (TYP) �8 DIRECTIONAL PERFORATED CURB PER DTL 4, DWG D -2 (TYP) ADDENDUM NO. 1 Q n M 0 00 0 N T soM m W ar / 3 0 U C o i 0 0 m C E a) > 0 L a i� 0 3 V) L T L E 7 J 0 0 0 u 0 U 0 c C W z Q Ln n 0 0 0 U w / C W v X co 1. REMOVAL OF EXISTING SURFACES AND 3. CONTRACTOR SHALL PROTECT ALL OFFSITE 5. EXISTING GRADES IN THE FIELD AND THOSE MATERIALS SHOWN ON DRAWINGS IS FOR FACILITIES AND SHALL REPAIR IN KIND ALL PROVIDED ON THE PROJECT DRAWINGS MAY ° � UiSl Lt,'( s�` PLAN GENERAL INFORMATION ONLY. CONTRACTOR DAMAGED FACILITIES TO THE SATISFACTION OF VARY, AND THE ELEVATIONS PROVIDED ON ��aF, DUDEK " SHALL REMOVE ALL MATERIALS AS NECESSARY THE OWNER. THIS DRAWING ARE FOR INFORMATION ONLY. GRAPHIC SCALE ° SCALE: 1 =5' TO INSTALL PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ADA No, g1g Dudeke Associates, Inc. 4. MOW CURBS SHALL BE INSTALLED TO RETAIN COMPLIANT TRENCH DRAINS ACROSS 0 5' 10' * * E�. 3/31/18 605 Third Street Encinitas, CA 92024 —� -�_ 2. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS SOIL AT EX GRADE WITH A BOTTOM ELEVATION SIDEWALKS AS NECESSARY TO ENSURE SCALE: 1" = 5' T'4 CjV1 760.942.5147 Fax 760.632.0164 Z =— AS NECESSARY TO MAINTAIN DRAINAGE AND SET TO 6- INCHES BELOW ADJACENT SIDEWALK. ADEQUATE DRAINAGE AWAY FROM PRIVATE CnL�E MEET ADA DESIGN REQUIREMENTS. PROPERTY PER THE DIRECTION OF THE CITY. CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. i PC I RB OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF REC N APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED ^oc 136, 1ss6° HORIZONTAL: AS SHOWN VERTICAL: NONE @@ � , � �� f� ��� JUSTIN T. SCHEIDEL DATE: R.C.E. N0. 82058 EXP. 3/31/18 BY' DATE: BY66m" " DATE: 3- Ito -Zo/g PROJECT NO. CS15C- 108 -S1 SIDEWALK IMPROVEMENTS - 9 _ 9 SHEET 12 OF 34 ADDENDUM NO. 1 Q n M 0 00 0 N T soM m W ar / 3 0 U C o i 0 0 m C E a) > 0 L a i� 0 3 V) L T L E 7 J 0 0 0 u 0 U 0 c C W z Q Ln n 0 0 0 U w / C W v X co COORDINATE TABLE NO. NORTHING EASTING ELEVATION DESCRIPTION 1 1959136.9877 6242128.4227 76.223' FL, BC 2 1959152.7092 6242141.1625 76.727' FL 3 1959158.3755 6242134.1701 76.727' FL 4 1959165.3349 6242139.8096 76.727' FL 5 1959171.0011 6242132.8172 76.727' FL 6 1959177.9605 6242138.4567 76.727' FL 7 1959183.6268 6242131.4642 76.727' FL 8 1959190.5862 6242137.1037 76.727' FL 9 1959196.2524 6242130.1113 76.727' FL 10 1959203.2119 6242135.7508 76.727' FL 11 1959208.8781 6242128.7584 76.727' FL 12 1959215.8375 6242134.3979 76.727' FL 13 1959221.5037 6242127.4055 76.748' FL 14 1959228.4632 6242133.0450 76.767' FL 15 1959234.1294 6242126.0525 76.795' FL 16 1959241.0888 6242131.6920 76.831' FL 17 1959246.5410 6242124.9638 76.865' FL 18 1959239.3551 6242119.1408 76.807' FL, EC 19 1959239.9704 6242117.0681 76.653' FL, BC 20 1959369.2961 6242107.9313 77.310' FL, BC 21 1959359.7225 6242106.6873 77.261' FL, PRC 22 1959353.2184 6242105.4074 77.231' FL 23 1959350.6505 6242105.5306 77.216' FL, EC 24 1959339.2334 6242106.7257 77.156' FL 25 1959307.1139 6242110.0690 77.055' FL 26 1959293.1893 6242111.5205 76.978' FL 35 1959125.5186 6242129.2717 76.072' FL 37 1959078.4877 6242135.5410 75.833' FL 38 1959065.6514 6242137.4529 75.767' FL 39 1959061.6971 6242138.0594 75.747' FL 40 1959061.3768 6242138.1088 75.748' FL, BC 41 1959051.0100 6242142.6588 75.778' FL, PRC 42 1959037.1431 6242148.8203 75.610' FL, EC 43 1959371.8789 6242113.8747 78.000' FG 45 1959354.2839 6242115.7111 77.551' FG 46 1959355.2168 6242124.6603 77.810' FG 47 1959353.1757 6242124.8703 77.747' FG 48 1959350.1906 6242125.1875 77.690' FG 49 1959346.2121 6242125.6022 77.591' FG 106 1958870.1195 6242126.1170 77.490' FG r 511959341.2346 1959349.2645 6242116.2324 77.530' FG 1959345.2858 6242116.6448 77.511' FG 1959340.3125 6242117.1611 77.490' FG COORDINATE TABLE NO. NORTHING EASTING ELEVATION DESCRIPTION 54 1959308.1834 6242120.3294 77.380' FG 55 1959303.3421 6242120.8341 77.356' FG 57 1959294.2589 6242121.7809 77.310' FG 63 1959284.7972 6242123.3512 77.350' FG 65 1959259.4201 6242123.9225 77.240' FG 66 1959247.5188 6242125.1964 77.202' FG 67 1959152.5181 6242147.1688 77.080' FG 68 1959150.3088 6242146.5158 77.050' FG 69 1959143.4317 6242140.9376 76.940' FG 70 1959139.7085 6242139.8538 76.890' FG 71 1959135.1639 6242140.3832 76.720' FG 72 1959136.1670 6242148.9200 77.080' FG 73 1959141.9280 6242133.2884 76.886' FL 74 1959130.3266 6242134.9090 76.580' FG 75 1959126.3635 6242135.4509 76.561' FG 76 1959108.3260 6242137.6519 76.291' FG 77 1959079.3237 6242141.6543 76.330' FG 78 1959066.4874 6242143.5668 76.130' FG 79 1959062.5331 6242144.1734 76.130' FG 80 1959044.9233 6242147.1630 76.155' FG 81 1959109.1389 6242143.5968 76.413' FG 82 1959080.1274 6242147.5320 76.330' FG 83 1959070.7541 6242148.5567 76.250' FG 84 1959038.0526 6242154.3503 76.251' FG 85 1959260.7809 6242130.3149 76.970' FL 86 1959287.0294 6242132.7737 77.350' FG 87 1959280.3147 6242128.2792 77.179' FL 88 1958922.7551 6242173.4531 75.270' FL, BC 89 1958912.6167 6242172.4155 75.252' FL, PRC 90 1958897.6260 6242170.9626 75.227' FL, EC 91 1958895.4055 6242171.5439 75.222' FL, BC 92 1958895.1835 6242173.3742 75.348' FL, EC 93 1958894.8558 6242173.0731 75.392' FL 94 1958915.5382 6242175.9805 75.690' FG 95 1958910.2059 6242177.3371 75.866' FG 96 1958907.6375 6242180.4845 75.780' FL 97 1958903.7294 6242187.3297 75.680' FL, BC 98 1958902.7919 6242188.0408 75.680' FL, EC 105 1958858.4620 6242194.5533 75.880' FG, EC 106 1958870.1195 6242194.6506 75.919' FG, PRC 107 1958878.1257 6242194.9218 75.970' FG, BC 108 1958908.5516 6242180.2348 75.950' FG 109 1958916.7534 6242180.7426 75.859' FG COORDINATE TABLE NO. NORTHING EASTING ELEVATION DESCRIPTION 110 1958913.5333 6242181.5936 75.963' FG 111 1958908.6534 6242190.1409 76.100' FG, BC 112 1958904.1720 6242193.5403 76.010' FG, EC 113 1958879.4790 6242199.7372 76.130' FG, BC 114 1958875.9842 6242201.2492 76.116' FG, EC 115 1958878.3428 6242200.0223 76.123' FG, BC 116 1958868.6224 6242199.4212 76.019' FG, PRC 117 1958859.8793 6242199.3483 75.979' FG, EC 118 1958832.5763 6242207.4065 75.882' FG, BC 119 1958830.9649 6242208.5849 75.867' FG, EC 120 1958852.6963 6242194.0509 75.480' FL, BC 121 1958850.9322 6242196.0804 75.540' FL, EC 122 1958828.9053 6242202.5912 75.497' FL 123 1958826.8997 6242195.9511 75.355' FL, BC 124 1958825.9482 6242194.7765 75.323' FL, EC 125 1958822.5904 6242192.9315 75.210' FL, BC 126 1958820.6575 6242192.7312 75.088' FL, EC 127 1958815.0588 6242194.4471 75.078' FL, BC 128 1958814.8847 6242196.2751 75.200' FL, EC 129 1958827.7134 6242203.3239 75.500' FL 130 1958823.0916 6242209.9881 75.370' FL, BC 131 1958822.3926 6242210.5005 75.370' FL, EC 132 1958810.2487 6242214.2660 75.350' FL 133 1958789.8967 6242203.0835 75.197' FL, BC 134 1958788.1665 6242202.9264 75.030' FL, EC 135 1958801.8479 6242210.4146 75.620' FG 136 1958795.3890 6242209.8636 75.559' FG 137 1958784.7777 6242213.5235 75.457' FG 138 1958806.3535 6242218.5953 75.670' FG, BC 139 1958799.4420 6242214.7977 75.670' FG, EC 140 1958797.0197 6242214.5907 75.670' FG, BC 141 1958787.2915 6242217.9437 75.520' FG, EC 142 1958786.6685 6242219.2049 75.520' FG, BC 143 1958788.1595 6242223.6847 75.604' FG, EC 144 1958789.3348 6242224.3430 75.620' FG, BC 145 1958806.0984 6242220.4457 75.656' FG, EC 146 1958812.4673 6242219.5143 75.677' FG, EC 147 1958824.0719 6242215.9161 75.700' FG, EC 148 1958827.7508 6242213.2193 75.830' FG, BC 149 1958781.9404 6242204.9985 75.018' FL 150 1958762.9638 6242211.3142 74.984' FL 151 1958759.4463 6242212.4929 75.000' FL, BC 153 1958758.4626 6242214.3932 75.144' FL, EC COORDINATE TABLE NO. NORTHING EAS11NG ELEVATION DESCRIPTION 154 1958765.8678 6242220.0398 75.458' FG 155 1958761.5274 6242221.5564 75.431' FG 156 1958760.7068 6242221.1362 75.100' FL 157 1958767.7660 6242225.7331 75.520' FG, BC 158 1958766.4830 6242225.1054 75.495' FG, EC 159 1958768.8632 6242229.0400 75.577' FG, BC 160 1958767.9966 6242230.3515 75.592' FG, EC 161 1958752.0879 6242231.6650 75.467' FG, BC 162 1958751.7966 6242230.3076 75.420' FG, EC 163 1958707.5867 6242239.9522 75.050' FL 164 1958702.6639 6242244.4844 75.153 FL 165 1958709.4799 6242245.2968 75.380' FG, BC 166 1958707.8341 6242246.8120 75.483' FG, EC 167 1958699.0132 6242252.5935 75.287' FL 168 1958697.5795 6242253.9197 75.320' FL 169 1958704.1834 6242254.9211 75.616' FG, BC 170 1958699.5145 6242259.2493 75.816' FG, EC 171 1958660.2715 6242273.9789 75.739' FG, BC 172 1958661.6193 6242274.7466 76.041' FG, EC 173 1958661.9071 6242276.4708 76.263' FG, BC 174 1958661.0854 6242277.6218 76.225' FG, EC 175 1958651.2652 6242279.2609 75.825' FG, BC 176 1958650.8245 6242277.6699 75.719' FG, EC 177 1958664.1048 6242267.1401 75.700' FG 178 1958664.1252 6242266.4145 75.370' FL 179 1958637.1981 6242277.7058 75.600' FG 180 1958642.5171 6242256.6865 74.871' FL, BC 181 1958640.8433 6242256.6414 74.760' FL, EC 182 1958630.1908 6242260.7627 74.740' FL 183 1958611.7011 6242268.3871 74.706' FL 184 1958598.3099 6242273.9092 74.681' FL, BC 185 1958598.3124 6242277.6082 74.890' FL, EC 187 1958616.9184 6242285.2511 75.340' FL 188 1958618.6750 6242285.2494 75.670' FG 189 1958611.6018 6242293.6089 75.756' FG, BC 190 1958612.6784 6242297.2504 75.793' FG, EC 191 1958603.0866 6242298.8057 75.692' FG, BC 192 1958602.6742 6242297.3747 75.750' FG, EC 193 1958581.8778 6242300.0206 75.230' FL 194 1958581.8817 6242300.7465 75.560' FG 195 1958563.1070 6242314.1231 75.453' FG 196 1958561.1580 6242309.5186 75.353' FG 197 1958559.9311 6242291.0053 74.717' FL, BC COORDINATE TABLE NO. NORTHING EASTING ELEVATION DESCRIPTION 198 1958558.2607 6242291.0142 74.606' FL, EC 200 1958535.6573 6242300.5820 74.564' FL 201 1958542.7401 6242317.3147 75.452' FG 202 1958541.6063 6242317.0671 75.376' FL 203 1958523.1155 6242305.8908 74.541' FL, BC 204 1958523.1440 6242309.5862 74.773' FL, EC 206 1958544.6891 6242321.9192 75.552' FG 207 1958517.8452 6242333.2819 75.624' FG 208 1958417.7564 6242369.4914 75.163' FL 209 1958417.7620 6242370.2166 75.481' FG 210 1958411.9014 6242372.6973 75.483' FG 211 1958401.4828 6242367.7528 74.710' FG 212 1958403.1728 6242363.5822 74.670' FL 213 1958406.7224 6242365.0205 74.800' FL 214 1958396.6119 6242360.9237 74.470' FL, BC 216 1958393.0377 6242360.9513 74.298' FL, EC 217 1958372.5101 6242389.3712 75.517' FG, BC 219 1958368.8098 6242389.4500 75.524' FG, EC 220 1958374.4592 6242393.9757 75.617' FG, BC 221 1958367.0585 6242394.1333 75.624' FG, EC 222 1958361.9990 6242392.2413 75.700' FG 223 1958362.7919 6242387.1996 75.650' FG, BC 224 1958361.4524 6242382.0734 75.580' FG, EC 225 1958302.4523 6242407.5746 75.920' FG 226 1958347.3278 6242380.4845 75.296' FL, BC 227 1958333.4826 6242387.6682 75.482' FL, EC 228 1958302.2060 6242407.1390 75.920' FL 229 1958639.1091 6242282.3266 75.697' FG 230 1958620.6273 6242289.9701 75.737' FG 231 1959160.5350 6242146.3102 76.960' THRESHHOLD FF 232 1959188.5586 6242143.3089 77.040' THRESHHOLD FF 233 1959214.9414 6242140.4833 77.020' THRESHHOLD FF 234 1959290.2056 6242111.8330 76.962' FL, BC 235 1959289.0822 6242112.4398 77.013' FL, EC 236 1959279.8488 6242123.8101 77.020' FL 237 1959251.3377 6242116.3743 76.796' FL, BC 238 1959250.1131 6242116.0108 76.704' FL, EC 239 1959135.7443 6242128.0613 76.124' FL, EC 240 1959107.4901 6242131.5387 75.980' FL 241 1959260.0431 6242123.2378 76.910' FL 242 1959299.3637 6242121.2488 77.336' FG 243 1959309.1355 6242129.4639 77.380' FG 244 1 1959304.2943 6242129.9685 77.356' FG ADDENDUM NO. 1 a 0 00 0 N w r I-- M 0 0 3 a / a 0 U / 0 i i E 0 Q E 0 3 a in a `o T E 0 0 0 L6 M 0 O i q) U nN i Q) N c W a 0 a 0 z m 0 0 0 m 0 c U w i a X (o cn • DUDEK * No. 82058 * Dudek & Associates, Inc. bp. 3/31/18 1/18�\� 605 Third Street Encinitas, CA 92024 / vl1-� 760.942.5147 Fax 760.632.0164 C CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT NLD BY DRAWN UHLUKLU BY APPROVALS CITY OF EN CI N1 TAS ENGINEERING DEPARTMENT DRAWING NO. s P R OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF RECD END APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE DATE: Moill USTIN CHEIDEL R.C.E. N0. 82058 EXP. 3/31/18 BY - DATE: ( BY DATE: 3- &-24018' PROJECT NO. CS15C- 108 -S1 HORIZONTAL CONTROL - 1 `+�10 I SHEET 1:3]0F 34 ADDENDUM NO. 1 a 0 00 0 N w r I-- M 0 0 3 a / a 0 U / 0 i i E 0 Q E 0 3 a in a `o T E 0 0 0 L6 M 0 O i q) U nN i Q) N c W a 0 a 0 z m 0 0 0 m 0 c U w i a X (o cn • COORDINATE TABLE NO. NORTHING EASTING ELEVATION DESCRIPTION 245 1959300.3159 6242130.3832 77.336' FG 246 1959295.2110 6242130.9154 77.310' FG 247 1958857.8467 6242182.5724 75.242' FL, BC 248 1958854.1359 6242184.3765 75.320' FL, EC 249 1958878.2240 6242194.2063 75.800' FL 250 1958554.0752 6242292.7859 74.598' FL 251 1958405.0325 6242369.1911 75.170' FL 252 1958392.3736 6242389.1074 76.287' FENCE CORNER 253 1958392.1265 6242429.4758 0.000' FENCE CORNER 255 1959285.2703 6242127.7621 77.350' FG 256 1959293.7405 6242116.8078 77.179' FL 257 1959367.3254 6242088.9724 78.286' 0 -R 258 1959317.5948 6242094.1564 77.969' 0 -R 259 1959267.8643 6242099.3403 77.575' 0 -R 260 1959218.1338 6242104.5243 77.203' 0 -R 261 1959168.4032 6242109.7082 76.932' 0 -R 262 1959118.9027 6242115.2363 76.713' 0 -R 263 3918136.2704 12484224.1184 154.098' 0 -R 264 1959069.6098 6242121.9498 76.589' 0 -R 265 1959020.4171 6242129.4189 76.582' 0 -R 266 1958971.4404 6242138.3691 76.464' O -R 267 1958922.7962 6242148.6616 76.311' 0 -R 268 1958874.6732 6242161.0172 75.982' 0 -R 269 1958826.9925 6242174.8309 76.673' 0 -R 270 1958779.5460 6242189.9208 75.657' 0 -R 271 1958732.3946 6242205.9057 75.538' 0 -R 272 1958685.4852 6242222.8828 75.518' 1 0 -R 273 1958639.0968 6242240.8461 75.480' 0 -R 274 1958592.8673 6242259.2096 75.508' 0 -R 275 1958546.6842 6242278.3345 75.525' 0 -R 276 1958500.6515 6242297.8532 75.474' 0 -R 277 1958454.5381 6242317.1816 75.406' 0 -R 278 1958408.4367 6242336.5332 75.416' 0 -R 280 1959232.7034 6242138.5810 77.210' THRESHHOLD FF 281 1959129.4907 6242128.7950 76.092' FL 282 1959136.1035 6242148.3798 77.057' EG -AC TAPER 282 1959136.1035 6242148.3798 77.057' EG -AC TAPER 283 1959080.8892 6242156.6187 76.595' EG -AC TAPER 283 1959080.8892 6242156.6187 76.595' EG -AC TAPER 284 1958789.6113 6242227.7137 75.305' EG -AC TAPER 285 1958770.5340 6242234.0753 75.381' EG -AC TAPER CURVE TABLE Line # /Curve # Bearing /Delta Radius Length C1 6 =26.16 21.33' 9.74' C2 6= 26.43 20.00' 9.23' C3 6 =2.84 1969.50' 97.46' C4 C�= 29.82 22.00' 11.45' C5 6= 29.30 30.00' 15.34' C6 6= 39.79 14.98' 10.40' C7 6= 40.40 21.81' 15.38' C8 a =8.96 100.00' 15.64' C9 6 =45.86 8.17' 6.54' C10 6 =44.97 1.67' 1.31' C11 6 =44.97 1.67' 1.31' C12 6= 135.03 1.17' 2.76' C13 ZS=45.62 1.67' 1.33' C14 6=45.16 3.00' 2.36' C15 D =45.63 5.00' 3.98' C16 6= 135.58 1.00' 2.37' C17 6 =46.19 1.50' 1.21' C18 0= 46.19 7.17' 5.78' C19 6 =30.96 15.01' 8.11' C20 6 =33.89 20.00' 11.83' C23 6= 111.26 2.50' 4.85' C24 0 =45.74 2.50' 2.00' C25 6 =44.41 2.00' 1.55' C26 6= 134.09 1.00' 2.34' C29 zs=38.03 1.33' 0.88' C31 6= 138.13 1.00' 2.41' C32 6 =47.80 3.00' 2.50' C33 6 =89.39 1.00' 1.56' CURVE TABLE Line # /Curve # Bearing /Delta Radius Length C34 6 =84.68 1.00' 1.48' C35 6=47.81 8.00' 6.68' C36 0= 47.19 2.17' 1.79' C37 6 =90.00 1.50' 2.36' C38 6= 91.15 1.00' 1.59' C39 6= 103.64 1.00' 1.81' C40 6= 165.22 0.70' 2.02' C41 6 =46.26 8.52' 6.88' C43 0 =45.86 2.50' 2.00' C45 0 =45.39 2.17' 1.72' C46 6= 101.72 1.00' 1.78' C47 6 =90.00 1.00' 1.57' C48 6= 167.98 0.83' 2.43' C49 6= 135.26 2.00' 4.72' C50 6= 192.53 1.91' 6.42' C51 0= 166.27 0.75' 2.18' C52 6= 45.27 2.17' 1.71' C53 6= 135.00 2.00' 4.71' C54 6 =45.00 4.67' 3.61' C55 0 =43.45 5.00' 3.79' C56 6= 43.45 10.00' 7.58' C57 6 =65.07 2.50' 2.84' ADDENDUM NO. 1 DUDEK W� °m * No. 82056 * Dudek & Associates, Inc. J, Exp. 3/31/18 �, f9�c 605 Third Street Encinitas, CA 92024 F\ 760.942.5147 Fax 760.632.0164 CAL CS 5C-1 O8 -S REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. s i Pc I RB (NAVOSS) PLANS PREPARED UNDER SUPERVISION OF REC E DED APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORDS F S VEY 1' RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136,1968" HORIZONTAL: AS SHOWN VERTICAL: NONE DATE: JU TIN SCHEIDEL R.C.E. No. 82058 EXP. 3/31/18 BY: " BY: � DATE: ( DATE: 3-to Zo/$ PROJECT PROJECT NO. CS15C- 108 -S1 HORIZONTAL CONTROL - 2 Ci 11 SHEET 14 OF 34 ADDENDUM NO. 1 2 C� n • COAST HIGHWAY PLAN-.,-,-_,_,_, SCALE: 1"=5' DUDEK No. 82058 Dudek & Associates, Inc. ap. 3/31/18 P 605 Third Street Encinitas, CA 92024 �Clvl� -, ` 760.942.5147 Fax 760.632.0164 SCALE: 1"=5' N J Z Q D w N CONSTRUCTION NOTES 1. PROPOSED LAYOUT FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE LAYOUT, COLOR AND PATTERN SAMPLES TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF ANY PERMANENT SURFACE. LAYOUT SHALL BE REVIEWED IN THE FIELD PRIOR TO CONSTRUCTION. 2. SIDEWALK JOINTS SHALL BE INSTALLED PER SDRSD G -09. EXPANSION JOINTS SHALL BE INSTALLED TO MINIMIZE IMPACT TO SIDEWALK PATTERN AND BE APPROVED BY CITY STAFF. IRRIGATION NOTES 1. ALL IRRIGATION LINES SHALL BE 1 -INCH SCH 40 PVC. ALL IRRIGATION LINES SHALL BE INSTALLED WITHIN A LL- 3 -INCH DIAMETER SCH 40 PVC SLEEVE WHEN w BENEATH HARDSCAPE, DRIVEWAYS, ROADS, SIDEWALKS ETC. 30 2. FOR IRRIGATION LEGEND & ADDITIONAL NOTES, SEE J DRAWINGS 1 -5 AND 1 -6. w In FUTURE ELECTRICAL CONDUIT w w 1. THE CONTRACTOR SHALL INSTALL A 2 -INCH CONDUIT N WITH AN INTERNAL PULL ROPE AND A #12 AWG TRACER WIRE, ALONG THE ENTIRE LENGTH OF THE PROJECT WITH #5 PULLBOXES AS SHOWN. ALL CONDUIT SHALL BE CONTINUOUS SOLVENT WELDED PVC INSTALLED A MINIMUM OF 2 -FEET BELOW FINISHED GRADE. LEGEND OMAHA TAN MICRO -ETCH 003 WITH TOOLED JOINTS ® 24" O.C. X 1/2-INCH DEEP OMAHA TAN 2X COLOR DOSEAGE HEAVY SEEDED WITH 3/8" -INCH CRUSHED OYSTER SHELL (2) TWO BANDS AT 9- INCHES. SANDBLAST ETCH ON OYSTER SHELL TOPCAST 050 KAILUA 1.5X COLOR DOSEAGE MICRO -ETCH 003 (1) ONE BAND AT 9- INCHES WIDE OHAMA TAN HEAVY EXPOSED AGG TOPCAST 150 NO GRID LINES OMAHA TAN W/ OYSTER SHELL SEEDING WITH TOPCAST 050 SANDBLAST ETCH. NO SAWCUT BORDERS, 24" TOOLED GRID PATTERN CONTINUES THROUGHOUT NEW LANDSCAPE AREA NEW ASPHALT PER SIDEWALK IMPROVEMENT PLANS NEW PCC DRIVEWAY PER SIDEWALK IMPROVEMENT PLANS GRAPHIC SCALE 0 5' 10' SCALE: 1 " = 5' CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT UtJ tiY uKHPIC t Y Grit u �r APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. is RB OC -0139 ELEV 76.506' (NAVD88) RECORD of SURVEY 16416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE_ T R.C.E. N0 82058 . JU ,,7FI N SCHEIDEL EXP. 3/31/18 RECO END APPROVED BY: BY� DATE: G1(8 DATE: 3�o�Zd /� COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 HARDSCAPE AND IRRIGATION IMPROVEMENTS - I 101 SHEET 15 OF 34 ADDENDUM NO. 1 Q �r 0 00 0 N d O i _ Ln M O O I m 3 0 U C (n N O N C / E 0 a 0 3 T E J O O O L r7 O O i V w z Q Ln r) O O 0 U c w c w / na IT X tD M r �N WE v >, x29.28 v HANSEN'S SURFBOARDS - w w w y y y •G 1+ Q w w "r...•"�5'.. 12" COAST 12" HIGHWAY SCALE: 1"=5' BOARDROOM G G G PERMANENT EASEMENT E w w W W _ w w—v_777� r)"\ 12" 1" PVC ,f M J I� Q p W W CONSTRUCTION NOTES 1. PROPOSED LAYOUT FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE LAYOUT, COLOR AND PATTERN SAMPLES TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF ANY PERMANENT SURFACE. LAYOUT SHALL BE REVIEWED IN THE FIELD PRIOR TO CONSTRUCTION. 2. SIDEWALK JOINTS SHALL BE INSTALLED PER SDRSD G -09. EXPANSION JOINTS SHALL BE INSTALLED TO MINIMIZE IMPACT TO SIDEWALK PATTERN AND BE APPROVED BY CITY STAFF. IRRIGATION NOTES 1. ALL IRRIGATION LINES SHALL BE 1 —INCH SCH 40 PVC. ALL IRRIGATION LINES SHALL BE INSTALLED WITHIN A 3 —INCH DIAMETER SCH 40 PVC SLEEVE WHEN BENEATH HARDSCAPE, DRIVEWAYS, ROADS, SIDEWALKS ETC. 2. FOR IRRIGATION LEGEND & ADDITIONAL NOTES, SEE DRAWINGS 1 -5 AND 1 -6. FUTURE ELECTRICAL CONDUIT 1. THE CONTRACTOR SHALL INSTALL A 2 —INCH CONDUIT WITH AN INTERNAL PULL ROPE AND A #12 AWG TRACER WIRE, ALONG THE ENTIRE LENGTH OF THE PROJECT WITH #5 PULLBOXES AS SHOWN. ALL CONDUIT SHALL BE CONTINUOUS SOLVENT WELDED PVC INSTALLED A MINIMUM OF 2 —FEET BELOW FINISHED GRADE. LEGEND OMAHA TAN MICRO —ETCH 003 WITH TOOLED JOINTS ® 24" O.C. X 1/2 —INCH DEEP OMAHA TAN 2X COLOR DOSEAGE HEAVY SEEDED WITH 3/8" —INCH CRUSHED OYSTER SHELL (2) TWO BANDS AT 9— INCHES. SANDBLAST ETCH ON OYSTER SHELL TOPCAST 050 KAILUA 1.5X COLOR DOSEAGE MICRO —ETCH 003 (1) ONE BAND AT 9— INCHES WIDE OHAMA TAN HEAVY EXPOSED AGG TOPCAST 150 NO GRID LINES OMAHA TAN W/ OYSTER SHELL SEEDING WITH TOPCAST °� ° ° ° ° ° ° ° °° 050 SANDBLAST ETCH. NO SAWCUT BORDERS, 24" °°o:°o °z;oo °o ° ° TOOLED GRID PATTERN CONTINUES THROUGHOUT NEW LANDSCAPE AREA __..,._.__ NEW ASPHALT PER SIDEWALK IMPROVEMENT PLANS NEW PCC DRIVEWAY PER SIDEWALK IMPROVEMENT PLANS ` ��n � =P DUDEK PLAN V y w l y y 0 5' 10' coo Dudek & Associates, Inc. SCALE: 1"=5' 6 °0 _ w 0000 goo sf9 . 3/31/18 605 Third Street Encinitas, CA 92024 12" HANSEN'S SURFBOARDS - w w w y y y •G 1+ Q w w "r...•"�5'.. 12" COAST 12" HIGHWAY SCALE: 1"=5' BOARDROOM G G G PERMANENT EASEMENT E w w W W _ w w—v_777� r)"\ 12" 1" PVC ,f M J I� Q p W W CONSTRUCTION NOTES 1. PROPOSED LAYOUT FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE LAYOUT, COLOR AND PATTERN SAMPLES TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF ANY PERMANENT SURFACE. LAYOUT SHALL BE REVIEWED IN THE FIELD PRIOR TO CONSTRUCTION. 2. SIDEWALK JOINTS SHALL BE INSTALLED PER SDRSD G -09. EXPANSION JOINTS SHALL BE INSTALLED TO MINIMIZE IMPACT TO SIDEWALK PATTERN AND BE APPROVED BY CITY STAFF. IRRIGATION NOTES 1. ALL IRRIGATION LINES SHALL BE 1 —INCH SCH 40 PVC. ALL IRRIGATION LINES SHALL BE INSTALLED WITHIN A 3 —INCH DIAMETER SCH 40 PVC SLEEVE WHEN BENEATH HARDSCAPE, DRIVEWAYS, ROADS, SIDEWALKS ETC. 2. FOR IRRIGATION LEGEND & ADDITIONAL NOTES, SEE DRAWINGS 1 -5 AND 1 -6. FUTURE ELECTRICAL CONDUIT 1. THE CONTRACTOR SHALL INSTALL A 2 —INCH CONDUIT WITH AN INTERNAL PULL ROPE AND A #12 AWG TRACER WIRE, ALONG THE ENTIRE LENGTH OF THE PROJECT WITH #5 PULLBOXES AS SHOWN. ALL CONDUIT SHALL BE CONTINUOUS SOLVENT WELDED PVC INSTALLED A MINIMUM OF 2 —FEET BELOW FINISHED GRADE. LEGEND OMAHA TAN MICRO —ETCH 003 WITH TOOLED JOINTS ® 24" O.C. X 1/2 —INCH DEEP OMAHA TAN 2X COLOR DOSEAGE HEAVY SEEDED WITH 3/8" —INCH CRUSHED OYSTER SHELL (2) TWO BANDS AT 9— INCHES. SANDBLAST ETCH ON OYSTER SHELL TOPCAST 050 KAILUA 1.5X COLOR DOSEAGE MICRO —ETCH 003 (1) ONE BAND AT 9— INCHES WIDE OHAMA TAN HEAVY EXPOSED AGG TOPCAST 150 NO GRID LINES OMAHA TAN W/ OYSTER SHELL SEEDING WITH TOPCAST °� ° ° ° ° ° ° ° °° 050 SANDBLAST ETCH. NO SAWCUT BORDERS, 24" °°o:°o °z;oo °o ° ° TOOLED GRID PATTERN CONTINUES THROUGHOUT NEW LANDSCAPE AREA __..,._.__ NEW ASPHALT PER SIDEWALK IMPROVEMENT PLANS NEW PCC DRIVEWAY PER SIDEWALK IMPROVEMENT PLANS ` ��n � =P DUDEK PLAN GRAPHIC SCALE 0 5' 10' * N& 82056 * Dudek & Associates, Inc. SCALE: 1"=5' I sf9 . 3/31/18 605 Third Street Encinitas, CA 92024 " , SCALE: 1 = 5 CmF'760.942.5147 Fax 760.632.0164 CAL1i CS15C -1 08-$1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ULSIGNED APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. �s PC Re OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF RECQMIVIENDE APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416 FD STAMPED SAN DIEGO COUNTY ENGINEERS DISC sTAMPED "oc 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE DATE: _/� !� '"" - 82058 SIN CHEIDEL R.C.E. N0. EXP. 3/31/18 BY: BY w DATE: i4&f? DATE: 3—(o -2019 PROJECT NO. CS15C- 108 -S1 HARDSCAPE AND IRRIGATION IMPROVEMENTS -2 '�Z SHEET 16 OF 34 ADDENDUM NO. 1 N I C� Z �I W) W, N i F-- 2 _0 0 fW LD WIW N PERMANENT EASEMENT CCI\IAAICAIT CACC\ICAIT 12 2) / 12 ") I/ 12 >> DAST HIGHWAY SCALE: 1"=5' PERMANENT EASEMENT 1211w_ CONSTRUCTION NOTES 1. PROPOSED LAYOUT FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE LAYOUT, COLOR AND PATTERN SAMPLES TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF ANY PERMANENT SURFACE. LAYOUT SHALL BE REVIEWED IN THE FIELD PRIOR TO CONSTRUCTION. 2. SIDEWALK JOINTS SHALL BE INSTALLED PER SDRSD G -09. EXPANSION JOINTS SHALL BE INSTALLED TO MINIMIZE IMPACT TO SIDEWALK PATTERN AND BE APPROVED BY CITY STAFF. IRRIGATION NOTES 1. ALL IRRIGATION LINES SHALL BE 1 —INCH SCH 40 PVC. ALL IRRIGATION LINES SHALL BE INSTALLED WITHIN A 3 —INCH DIAMETER SCH 40 PVC SLEEVE WHEN BENEATH HARDSCAPE, DRIVEWAYS, ROADS, SIDEWALKS ETC. 2. FOR IRRIGATION LEGEND & ADDITIONAL NOTES, SEE DRAWINGS 1 -5 AND 1 -6. FUTURE ELECTRICAL CONDUIT 1. THE CONTRACTOR SHALL INSTALL A 2 —INCH CONDUIT WITH AN INTERNAL PULL ROPE AND A #12 AWG TRACER WIRE, ALONG THE ENTIRE LENGTH OF THE PROJECT WITH #5 PULLBOXES AS SHOWN. ALL CONDUIT SHALL BE CONTINUOUS SOLVENT WELDED PVC INSTALLED A MINIMUM OF 2 —FEET BELOW FINISHED GRADE. LEGEND OMAHA TAN MICRO —ETCH 003 WITH TOOLED JOINTS ® 24" O.C. X 1/2—INCH DEEP OMAHA TAN 2X COLOR DOSEAGE HEAVY SEEDED WITH 3/8" —INCH CRUSHED OYSTER SHELL (2) TWO BANDS AT 9— INCHES. SANDBLAST ETCH ON OYSTER SHELL TOPCAST 050 KAILUA 1.5X COLOR DOSEAGE MICRO —ETCH 003 (1) ONE BAND AT 9— INCHES WIDE 0 OHAMA TAN HEAVY EXPOSED AGG TOPCAST 150 NO GRID LINES o OMAHA TAN W/ OYSTER SHELL SEEDING WITH TOPCAST 000gQOl;o¢o% 050 SANDBLAST ETCH. NO SAWCUT BORDERS, 24" 4 TOOLED GRID PATTERN CONTINUES THROUGHOUT NEW LANDSCAPE AREA ADDENDUM NO. 1 121)W 12 "W 12 "W 12 " 11 12 "p'Ali 12111V 12)'W 12 'WN 12' \,� 12 V NEW ASPHALT PER SIDEWALK IMPROVEMENT PLANS C O A S T H I G H W A Y NEW PCC DRIVEWAY PER SIDEWALK IMPROVEMENT PLANS QROFESSI y��S (LERo DUDEK PLAN GRAPHIC SCALE 0 5' 10' * No. 82058 * . 3/31/18 Dudek& Associates, Inc. 605 Third Street Encinitas, CA 92024 SCALE: 1 " =5' " , SCALE: 1 = 5 J f9 �\e 760.942.5147 Fax 760.632.0164 C DAUF CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. Pc RB OC -0139 ELEV 76.506' (NAVD88) RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE PLANS J S N PREPARED UNDER T. y CHEIDEL SUPERVISION OF DATE: 'dw R.C.E. N0. 82058 EXP. 3/31/18 RECO BY: DATE: NDEq APPROVED BY:�� DATE: 3-6-3619 COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 HARDSCAPE AND IRRIGATION IMPROVEMENTS - 3 13 SHEET 17 OF 34 ADDENDUM NO. 1 a W I I W J w w d / W Z y w X a a , Q a p a w W w W_ Nw H 2 C� W� O Q W W N EASEMENT AST HI PLAN SCALE: 1-=b No. 82058 Ev. 3/31/18 DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 I— J 3 O W m W N Y. J C� W W N CONSTRUCTION NOTES 1. PROPOSED LAYOUT FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE LAYOUT, COLOR AND PATTERN SAMPLES TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF ANY PERMANENT SURFACE. LAYOUT SHALL BE REVIEWED IN THE FIELD PRIOR TO CONSTRUCTION. 2. SIDEWALK JOINTS SHALL BE INSTALLED PER SDRSD G -09. EXPANSION JOINTS SHALL BE INSTALLED TO MINIMIZE IMPACT TO SIDEWALK PATTERN AND BE APPROVED BY CITY STAFF. IRRIGATION NOTES 1. ALL IRRIGATION LINES SHALL BE 1 —INCH SCH 40 PVC. ALL IRRIGATION LINES SHALL BE INSTALLED WITHIN A 3 —INCH DIAMETER SCH 40 PVC SLEEVE WHEN BENEATH HARDSCAPE, DRIVEWAYS, ROADS, SIDEWALKS ETC. 2. FOR IRRIGATION LEGEND & ADDITIONAL NOTES, SEE DRAWINGS 1 -5 AND 1 -6. FUTURE ELECTRICAL CONDUIT 1. THE CONTRACTOR SHALL INSTALL A 2 —INCH CONDUIT WITH AN INTERNAL PULL ROPE AND A #12 AWG TRACER WIRE, ALONG THE ENTIRE LENGTH OF THE PROJECT WITH #5 PULLBOXES AS SHOWN. ALL CONDUIT SHALL BE CONTINUOUS SOLVENT WELDED PVC INSTALLED A MINIMUM OF 2 —FEET BELOW FINISHED GRADE. O NEW IRRIGATION WATER SERVICE WITH 1 —INCH WATER METER PER WAS WS -01 BY SDWD LEGEND OMAHA TAN MICRO —ETCH 003 WITH TOOLED JOINTS ® 24" O.C. X 1/2 —INCH DEEP OMAHA TAN 2X COLOR DOSEAGE HEAVY SEEDED WITH 3/8" —INCH CRUSHED OYSTER SHELL (2) TWO BANDS AT 9— INCHES. SANDBLAST ETCH ON OYSTER SHELL TOPCAST 050 KAILUA 1.5X COLOR DOSEAGE MICRO —ETCH 003 (1) ONE BAND AT 9— INCHES WIDE OHAMA TAN HEAVY EXPOSED AGG TOPCAST 150 NO GRID LINES OMAHA TAN W/ OYSTER SHELL SEEDING WITH TOPCAST 050 SANDBLAST ETCH. NO SAWCUT BORDERS, 24" TOOLED GRID PATTERN CONTINUES THROUGHOUT NEW LANDSCAPE AREA C O A S T H I G H W A Y I I NEW ASPHALT PER SIDEWALK IMPROVEMENT PLANS PLAN SCALE: 1"=5' " NEW PCC DRIVEWAY PER SIDEWALK IMPROVEMENT PLANS Z =- GRAPHIC SCALE 0 5' 10' SCALE: 1" = 5' ml 1 1 1 • a M 0 00 0 N M 5 I 0 i 0 O 0 0 U C N O O O E 0 a E 3 a a T L E J 0 0 0 ui n 0 0 U L C w a) z a tn M O O 0 U w / c L C w 0 d N X (O M r I I CS 15C- 108 -S 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. JS PC RB RECORDS F S VEY 1' (NAVOSa) RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE: = 6 4 R.C.E. N0. 82058 JUSTIN TT >SCHEIDELn' EXP. 3/31/18 REC E APPROVED BY: BY� / DATE: DATE: .3'y0'Zo/8' COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 HARDSCAPE AND IRRIGATION IMPROVEMENTS - 4 '�4 SHEET 18 OF 34 ml 1 1 1 • a M 0 00 0 N M 5 I 0 i 0 O 0 0 U C N O O O E 0 a E 3 a a T L E J 0 0 0 ui n 0 0 U L C w a) z a tn M O O 0 U w / c L C w 0 d N X (O M r Planter Area (SF) Flowrate (gpm) Emitter Flowrate (gph) Emitter Spacing (in) Row /Lateral Spacing (in) Inlet Pressure (psi) Dripline Model Approx. Required Length of Dripline (ft.) Drippers in Zone Approx. Staples Required Pressure Regulator Control Valve Hydrozone Total Flow In Hydrozone (gpm) 1 47 0.36 0.61 18 16 50 TLEZ6 -1802 35 23 12 PRV075LF50V2K LVCZS8010075 -LF 1 2 79 0.60 0.61 18 16 50 TLEZ6 -1802 59 39 20 1 3 28 0.21 0.61 18 16 50 TLEZ6 -1802 21 14 7 1 4 74 0.57 0.61 18 16 50 TLEZ6 -1802 56 37 19 1 5 48 0.37 0.61 18 16 50 TLEZ6 -1802 36 24 12 1 6 44 0.54 0.61 18 16 50 TLEZ6 -1802 53 35 18 1 7 80 0.60 0.61 18 16 50 TLEZ6 -1802 59 39 20 1 6.2 8 118 0.90 0.61 18 16 50 TLEZ6 -1802 89 59 30 1 9 39 0.29 0.61 18 16 50 TLEZ6 -1802 29 19 10 1 10 98 0.75 0.61 18 16 50 TLEZ6 -1802 74 49 25 1 11 64 0.49 0.61 18 16 50 TLEZ6- 1802 48 32 16 1 12 42 0.33 0.61 18 16 50 TLEZ6 -1802 32 21 11 1 13 20 0.15 0.61 18 16 50 TLEZ6 -1802 15 10 5 1 14 311 2.37 0.61 18 16 50 TLEZ6 -1802 233 155 78 1 15 118 0.90 0.61 18 16 50 TLEZ6 -1802 89 59 30 1 16 192 1.46 0.61 18 16 50 TLEZ6 -1802 144 96 48 PRV075LF50V2K LVCZS8010075 -LF 2 17 106 0.81 0.61 18 16 50 TLEZ6 -1802 80 53 1 27 2 16.4 181 952 7.26 0.61 18 16 50 1 TLEZ6 -1802 714 476 238 2 191 472 1 3.60 0.61 1 18 1 16 50 1 TLEZ6 -1802 354 236 118 2 Totals 2932 22.56 2220 1476 Note: Each planter shall be installed with a subsurface drip irrigation system manufactured by Natafim, or a pre- approved equal. Planter numbering reads from left to right, top to bottom. Each planter shall be provided with flushing valve and air release valve as required to provide a fully functioning system. Each control valve shall be wired to the controller using the hydrozones identified in the table above. Hydrozone 1 corresponds to all planters north of remote control valve No. 1, Hydrozone 2 corresponds to all planters south of remote control valve No. 2. Quantities identified above are for reference only and are not meant to quantify actual materials required forthe project. Drip Emitter lines shall be installed around trees per manufacturer's recommendations. The contractor shall provide all materials necessary to install a fully functioning system per the requirements and recommendations of the system manufacturer. If contractor obtains approval to use alternate materials than those listed above they shall update this table accordingly and submit to the engineer for approval prior to beginning work. CONSTRUCTION NOTES 1. PROPOSED LAYOUT FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE LAYOUT, COLOR AND PATTERN SAMPLES TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF ANY PERMANENT SURFACE. LAYOUT SHALL BE REVIEWED IN THE FIELD PRIOR TO CONSTRUCTION. 2. SIDEWALK JOINTS SHALL BE INSTALLED PER SDRSD G -09. EXPANSION JOINTS SHALL BE INSTALLED TO MINIMIZE IMPACT TO SIDEWALK PATTERN AND BE APPROVED BY CITY STAFF. IRRIGATION NOTES 1. ALL IRRIGATION LINES SHALL BE 1 -INCH SCH 40 PVC. ALL IRRIGATION LINES SHALL BE INSTALLED WITHIN A 3 -INCH DIAMETER SCH 40 PVC SLEEVE WHEN BENEATH HARDSCAPE, DRIVEWAYS, ROADS, SIDEWALKS ETC. 2. FOR IRRIGATION LEGEND & ADDITIONAL NOTES, SEE DRAWINGS 1 -5 AND 1 -6. FUTURE ELECTRICAL CONDUIT 1. THE CONTRACTOR SHALL INSTALL A 2 -INCH CONDUIT WITH AN INTERNAL PULL ROPE AND A #12 AWG TRACER WIRE, ALONG THE ENTIRE LENGTH OF THE PROJECT WITH #5 PULLBOXES AS SHOWN. ALL CONDUIT SHALL BE CONTINUOUS SOLVENT WELDED PVC INSTALLED A MINIMUM OF 2 -FEET BELOW FINISHED GRADE. ADDENDUM NO. 1 70 V 9 d �1 0 O 0 / 3 a / 0 U C N D O N C N E N O L Q E a 3 (n a T i J 0 O O L6 M O O N U N i N N C C W a a z a M O O 6 C U C W C N N C C W O W d' N X t0 M P.M4 IRRIGATION EQUIPMENT LEGEND SYMBOL MANUF. MODEL NO. DESCRIPTION NOTES OM N/A 1 -INCH WATER METER N/A 1 -INCH METER AND SERVICE LINE TO BE INSTALLED BY SDWD. M 1" WILKINS 975 XL REDUCED PRESSURE BACKFLOW INSTALL PER WAS STD. WR -01. CALSENSE SEE CONTROLLER NOTE BELOW 1 -INCH IRRIGATION LINE PREVENTER AND STAINLESS STEEL VANDAL - RESISTANT ENCLOSURE 8- STATION IRRIGATION CONTROLLER WITH PEDESTAL SCH 40 PVC POWER TO BE SUPPLIED FROM ADJACENT STREET LIGHT AS SHOWN ON CIVIL PLANS SET IN SLEEVE BELOW -GRADE PER CITY OF ENCINITAS STANDARD DETAIL 1 -13 - - - BELOW -GRADE SCH 40 PVC SLEEVING AT ALL HARDSCAPE SLEEVING SHALL BE 3" DIAMETER - - - SLEEVING CROSSINGS ® HUNTER IBV - FS CALENSE FM-1B MASTER VALVE, NORMALLY CLOSED WITH PRESSURE REGULATOR FLOWMETER TO BE SIZED FOR LOWEST FLOW INSTALL PER CITY OF ENCINITAS STANDARD DRAWING 1 -5 INSTALL FLOW METER WITH BALL VALVE PER THE CITY OF ENCINITAS STANDARD DRAWINGS 1 -6 AND 1 -8 e NETAFIM LVCZS8010075 -LF DRIP ZONE KIT WITH REMOTE INSTALL PER CITY OF ENCINITAS STANDARD CONTROL VALVE, FILTER & DRAWING 1 -21 WITH TYPICAL MANIFOLD PRESSURE REGULATOR LAYOUT PER 1 -18 WATTS BRASS FBV -3C -SS BALL VALVE (ISOLATION VALVE) NA 1" PVC SCH 40 RISER O RAINBIRD 44 LRC QUICK COUPLING WITH RUBBER CAP AND VALVE KEY REMOTE CONTROL VALVE CALLOUT: 1 VALVE /STATION NUMBER I 104---FLOW RATE IN GPM VE SIZE LINE SIZE PER PLAN 1" IRRIGATION STUB OUT FOR DRIP LINE 33 -RC WITH 33DK VALVE KEY INSTALL PER CITY OF ENCINITAS STANDARD DRAWING 1 -9 CAP VC SCH 80 RISER, MIPT END WITH INSTALL PER CITY OF ENCINITAS STANDARD DRAWING 1 -10 1. THE IRRIGATION LAYOUT DEPICTED ON THE PLAN SHEETS IS DIAGRAMMATIC AND DOES NOT SHOW ALL OF THE COMPONENTS REQUIRED FOR CONSTRUCTION OF A COMPLETE SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD - FITTING THE IRRIGATION SYSTEM TO SITE CONDITIONS AND INDIVIDUAL PLANT LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF A COMPLETE AND FULLY OPERATIONAL SYSTEM TO MEET THE PERFORMANCE REQUIREMENTS OF THE OWNER. 2. PIPE LOCATIONS ARE DIAGRAMMATIC FOR GRAPHIC CLARITY. WHEREVER POSSIBLE, PLACE IRRIGATION PIPE WITHIN THE LIMIT OF WORK. PROPOSED LOCATIONS FOR ALL IRRIGATION COMPONENTS SHALL BE PIN FLAGGED BY THE CONTRACTOR AND REVIEWED /APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 3. THIS IRRIGATION PLAN IS DESIGNED AS A PERMANENT SYSTEM. 4. THE IRRIGATION SYSTEM IS BASED ON A MINIMUM OPERATING PRESSURE OF 50 PSI AND A MAXIMUM FLOW DEMAND OF 23 GALLONS PER MINUTE. THE CONTRACTOR SHALL VERIFY EXISTING WATER PRESSURE AND FLOW READING BEFORE THE START OF CONSTRUCTION OR ORDERING IRRIGATION COMPONENTS AND SHALL REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE POINT OF CONNECTION TO THE ENGINEER. 5. DRIP EMITTER PLACEMENT SHALL BE INSTALLED PER THE DRIP LINE IRRIGATION LEGEND AND THE CITY OF ENCINITAS STANDARD DETAILS 1 -27, 1 -28 AND 1 -29. 6. IRRIGATION EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE DETAILS, DRAWINGS, AND SPECIFICATIONS. 7. CONTRACTOR TO COORDINATE WATER SERVICE POINT, WATER METER, AND ALL REQUIRED PERMITS, FEES, AND EQUIPMENT WITH THE OWNER AND SDWD. 8. AIR VACUUM VALVES SHALL BE INSTALLED PER CITY OF ENCINITAS STANDARD DRAWING 1 -25. 9. FLUSH VALVES SHALL BE INSTALLED PER CITY OF ENCINITAS STANDARD DRAWING 1 -26. 10. IRRIGATION CONTROL WIRES SHALL BE: COMMON (WHITE), VALVE WIRE (BLACK), AND EXTRA WIRE (ORANGE). 11. CONTROLLER NOTE: THE IRRIGATION CONTROLLER SHALL BE PROVIDED PER THE CITY OF ENCINITAS STANDARD DRAWING I -1A WITH ACCESS PAD PER STANDARD DRAWING I -1C. THE CONTROLLER SHALL BE PROVIDED WITH "GR STUBBY" ANTENNA AND CS3 -W -KIT WEATHER CARD AND TERMINAL BOARD ALLOWING CONNECTION TO ET GAGE (MODEL ETG), RAIN BUCKET (MODEL RB -1), WIND GAGE (MODEL WG) AND THIRD PARTY RAIN SWITCH. TIPPING RAIN BUCKET SHALL BE INSTALLED ON 10 -FOOT STAINLESS STEEL POLE ADJACENT TO THE CONTROLLER. THE CONTROLLER SHALL BE PROVIDED WITH CS3 -GR COMMUNICATIONS CARD WITH 5 -YEAR PREPAID CELLULAR DATA ACCESS FOR THE CELLULAR MODEM. rZ ADDENDUM NO. 1 Q 0 00 0 N d 11 0 i LO n 0 O o, 3 0 U G 0 (0 O :_ 0 Q a V) T i :_ D J O O O 0 0 U N L W C w Q) z W a 0 0 0 U c w c Q) a� C w 0 a N 19 M m DUDEK GRAPHIC SCALE 0 5' 10' * N. 84058 * Dudek &Associates, Inc. J. c 3/"18 605 Third Street Encinitas, CA 92024 " SCALE: 1 = 5 760.942.5147 Fax 760.632.0164 CAUf CS15C -1 O8-S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. is I PC I RB OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF REC N E APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416 FD STAMPED SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE DATE: gf1 ' - - -emu "' 82058 R.C.E. N 0 BY: �-: BY� ® PROJECT NO. CS15C- 108 -S1 HARDSCAPE AND IRRIGATION '�6 JUSTIN :.; SCHEIDEL EXP. 3/31/18 DATE: ( DATE: 3- 4p'2-011' DETAILS SHEET 20 OF 34 ADDENDUM NO. 1 Q 0 00 0 N d 11 0 i LO n 0 O o, 3 0 U G 0 (0 O :_ 0 Q a V) T i :_ D J O O O 0 0 U N L W C w Q) z W a 0 0 0 U c w c Q) a� C w 0 a N 19 M m NOTES: CONSTRUCTION NOTES: Ot PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) 402 DISABLED PARKING STALL STRIPING PER SDRSD M -27A 403 DISABLED PARKING SIGN PER SDRSD M -28A 404 CONTRACTOR SHALL GRIND EX ASPHALT AS NECESSARY TO PROVIDE A MIN. 2 —INCH ASPHALT OVERLAY FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT TO THE FINISHED GRADE IDENTIFIED ON THESE DRAWINGS. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. -- --�� 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. QROFESS/pyq� 5. ALL CONTAINER PLANT MATERIALS SHALL BE OF ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER N SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS I WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL FREE OF PESTS AND DISEASES, AND SHALL BE IN 0 A HEALTHY AND VIGOROUS CONDITION. ALL Z MATERIALS REJECTED SHALL BE REMOVED FROM PLAN THE SITE AND REPLACED IN —KIND BY THE Q CONTRACTOR AT HIS /HER EXPENSE. DIG OUT p 6. ALL CONTAINER PLANTS MUST BE PLANTED WITHIN 10 WORKING DAYS FOLLOWING DELIVERY TO THE w W SITE. THE CONTRACTOR SHALL BE RESPONSIBLE N FOR WATERING AND PROTECTING ALL PLANTS AND MATERIALS STORED ON —SITE. STORAGE MAY ONLY OCCUR IN PRE — APROVED STAGING ARES. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. -- --�� 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. QROFESS/pyq� 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE -(LER Sn, Fly SS DUDEK PLAN GRAPHIC SCALE REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT A 0 5' 10' * No. 62058 * Dudek& Associates, Inc. SCALE: 1 " =5' 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE JT EV. 3/31/18 \Q 605 Third Street Encinitas, CA 92024 SCALE: 1 " = 5 , SATISFACTION OF THE OWNER. 9TF CALF' 760.942.5147 Fax 760.632.0164 CS 5C-1 408 -S REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. is PC Re PLANS PREPARED UNDER SUPERVISION OF REC EN ED APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS OC -0139 ELEV 76.506' (NAVD88) RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE " J4JSTN T. HEIDEL DATE: R.C.E. N 0. 82058 EXP. 3/31 /18 BY DATE: BY:4 DATE: 3-0 -240/8' PROJECT NO. CS15C- 108 -S1 STRIPING AND LANDSCAPE IMPROVEMENTS - I S -7 SHEET 21 OF 34 ADDENDUM NO, 1 LO 0 00 0 N T ►tee T i 3 a i a 0 U 0 I C� 0 m 0 Q E 0 3 a U) a `o T E 0 J O O 0 �i r� 0 0 i V) U L w a a m z LO M O 0 I 0 0 V c w c w Aw a X (O M CONSTRUCTION NOTES: O1 PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) O2 DISABLED PARKING STALL STRIPING PER SDRSD M -27A O DISABLED PARKING SIGN PER SDRSD M -28A O4 CONTRACTOR SHALL GRIND EX ASPHALT AS NECESSARY TO PROVIDE A MIN. 2 —INCH ASPHALT OVERLAY FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT TO THE FINISHED GRADE IDENTIFIED ON THESE DRAWINGS. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. NOTES: 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. ?It ESSi 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE II REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT DUDEK GRAPHIC SCALE ITEM' * No PLAN . RWIrA * Dudek & Associates, Inc. 0 5' 10' 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE sr En. 3/31/16 \Q 605 Third Street Encinitas, CA 92024 SCALE: 1"=5' SATISFACTION OF THE OWNER. 91F ; CIL \F 760.942.5147 Fax 760.632.0164 SCALE: 1" = 5' CS15C -108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT UESIGNED is PC BY Rs APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC E APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORDS F S VEY 1 (NAV088) DATE: V 4 B BY: PROJECT NO. CS15C- 108 —S1 S =2 RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE 82058 STRIPING AND LANDSCAPE STAMPED "OC 136, 1968" f�XIN T. CHEIDEL R.C.E. N0. EXP. 3/31 /18 DATE: ( DATE: 3-Co Zal f IMPROVEMENTS 2 SHEET 22 OF 34 ADDENDUM NO. 1 a LO CID M 0 0 N Q n 0 (n 0 i— I O N S 0 O O i 3 i 0 U C C) 0 CIO I 0 Q) E 0 Q E �n 0 T E J O O O 0 0 Q) 0 U C C w z Q LO M O 0 i 0 U W C C w 0 a V N M m 5. ALL CONTAINER PLANT MATERIALS SHALL BE OF M ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER I ti. e "�� � Qcr I SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS N _.__.__ __ .____.. _ V) WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE —I 'f _ _ _ _ _ _ _ _ 1'� FREE OF PESTS AND DISEASES, AND SHALL BE IN 21 Z Z A HEALTHY AND VIGOROUS CONDITION. ALL .. _ . _.:._._..... w.. f i MATERIALS REJECTED SHALL BE REMOVED FROM Y� r THE SITE AND REPLACED IN KIND BY THE :' : CONTRACTOR AT HIS /HER EXPENSE. iIJ ! `�: � a� .. i ee a9��_ � eA" I ..me nitia fm "e�p u"lF�u. °e� -J ,:i •%_ E v YG„t- ..��'!:i 3k !{ �'.m -v. � eit d rsl�u�! , �i. . m fr. ALL CONTAINER PLANTS MUST BE PLANTED 6. WITHIN �• :,...0 _ aa,n ,. w_.� :,i ve a_� ,ls� _ . , ��� W IE 10 WORKING DAYS FOLLOWING DELIVERY TO THE _.. �: _ , ._. � � . I � _ �.� y.a.;�;.y;:: " "�=- :.: .��pgl� 9 .:. � __ .: :.. .. a. ._ ... ( E �:e _ a�_.e.s...�j: J%.i. dv. aG.Sfi��.. : _ =_ _ .ye_ : iu: . _ a. u.. W _ ,. �. ._ .Ire::: m- :::f:r:..::f:.. a ::,, ..e:a:: , .. �: _ .: _rte. ... .. z : E I e .a. v � ...:r3i18 :dP'?*:- : _. .S.�e ei.. :. i:- .d _ . .. E.. �. e::.:e.m:.::.0 d.,:P',�:,.i�''e...._�.vH ._ � _.. �/� , i .f � ¢ e.:..e jv._...,..., , _,, ���_ :L: .L .�_ .. : lSiiL.EI: °i �*eE:El:i'��' t LL u - ai:,�.Fi.A:: g ,,�� ��pp - i i i ! ! i 'K... - _ _ _ vs_ r . f : C�PF:nywS,�lE' �- ::::a: -n i � __ :d °� r :... eEs�r'4'':.n_n- ::.:F� .:giEi:.._ -S' '. — !£5 � � Eif Ei E �. � ...: k. ,., � c= f! ?..3 k't" . m it�S�l {�3,r �;' :� : _ 5s : E< , ,. �- ,.-_ e..:::= w�.a!:::e,!- :::�:�,i::.vium�,!m �' � �� ...i. f; �'.�s �`:: ;:d. , ,. �,,,. ' __ � Y W SITE. THE CONTRACTOR ACTOR SHALL BE RESPONSIBLE _v, ._ :rc,. -ceaP ef':!.c6: 'wrs ,'�. :. �/ . 1. . .; _..I! . .._. 11: r ,.arEe- a.:, �i '_ _:• .. ... t E . .® , -h t. e �ti _ _ � _w�', . _...... . `�.h . - . FOR WATERING AND PROTECTING ALL PLANTS AND sue. — Y MATERIALS STORED ON SITE STORAGE MAY ONLY OCCUR IN PRE— APROVED STAGING ARES. NOTES: 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. ?It ESSi 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE II REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT DUDEK GRAPHIC SCALE ITEM' * No PLAN . RWIrA * Dudek & Associates, Inc. 0 5' 10' 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE sr En. 3/31/16 \Q 605 Third Street Encinitas, CA 92024 SCALE: 1"=5' SATISFACTION OF THE OWNER. 91F ; CIL \F 760.942.5147 Fax 760.632.0164 SCALE: 1" = 5' CS15C -108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT UESIGNED is PC BY Rs APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC E APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORDS F S VEY 1 (NAV088) DATE: V 4 B BY: PROJECT NO. CS15C- 108 —S1 S =2 RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE 82058 STRIPING AND LANDSCAPE STAMPED "OC 136, 1968" f�XIN T. CHEIDEL R.C.E. N0. EXP. 3/31 /18 DATE: ( DATE: 3-Co Zal f IMPROVEMENTS 2 SHEET 22 OF 34 ADDENDUM NO. 1 a LO CID M 0 0 N Q n 0 (n 0 i— I O N S 0 O O i 3 i 0 U C C) 0 CIO I 0 Q) E 0 Q E �n 0 T E J O O O 0 0 Q) 0 U C C w z Q LO M O 0 i 0 U W C C w 0 a V N M m 04 V) N CONSTRUCTION NOTES: O PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) O DISABLED PARKING STALL STRIPING PER SDRSD M -27A !�3 DISABLED PARKING SIGN PER SDRSD M -28A O CONTRACTOR SHALL GRIND EX ASPHALT AS NECESSARY TO PROVIDE A MIN. 2 —INCH ASPHALT OVERLAY FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT TO THE FINISHED GRADE IDENTIFIED ON THESE DRAWINGS. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. 5. ALL CONTAINER PLANT MATERIALS SHALL BE OF ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE FREE OF PESTS AND DISEASES, AND SHALL BE IN A HEALTHY AND VIGOROUS CONDITION. ALL MATERIALS REJECTED SHALL BE REMOVED FROM THE SITE AND REPLACED IN —KIND BY THE CONTRACTOR AT HIS /HER EXPENSE. 6. ALL CONTAINER PLANTS MUST BE PLANTED WITHIN 10 WORKING DAYS FOLLOWING DELIVERY TO THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND PROTECTING ALL PLANTS AND MATERIALS STORED ON —SITE. STORAGE MAY ONLY OCCUR IN PRE — APROVED STAGING ARES. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. \ 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. QROFESS/ 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE DUDEK GRAPHIC SCALE REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH ITEM. COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT PLAN 0 5' 10' * No. 82058 * Dudek & Associates, Inc. „ SCALE: 1 =5 , 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE sr Exp. 3/31/18 \Q 605 Third Street Encinitas, CA 92024 SCALE: 1" = 5' SATISFACTION OF THE OWNER. 9rE crv1- 760.942.5147 Fax 760.632.0164 � CAl \E CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. —is P OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF RECD D APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: 1 1t t MED BY: BY: PROJECT NO. CS15C- 108 -S1 S -3 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968^ VERTICAL: NONE JUSTIN SCHEIDEL Tr` R. C. E. N 0. 82058 EXP. 3/31/18 DATE: (�" og DATE: STRIPING AND LANDSCAPE IMPROVEMENTS - 3 ISHEET 23 OF 34 Q LO 0 00 3 N N I O i O N LO n O O i 3 a i a 0 U 0 i E 0 L a E 0 3 a in a a T E J O O O M O O w U V) w a a Z V) a Ln M O O U Ld w i Q) Ul w 0 a N X M I ;C iv ,L, r� r� W N CONSTRUCTION NOTES: O1 PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) O2 DISABLED PARKING STALL STRIPING PER SDRSD M -27A O3 DISABLED PARKING SIGN PER SDRSD M -28A O CONTRACTOR SHALL GRIND EX ASPHALT AS NECESSARY TO PROVIDE A MIN. 2 —INCH ASPHALT OVERLAY FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT TO THE FINISHED GRADE IDENTIFIED ON THESE DRAWINGS. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. 5. ALL CONTAINER PLANT MATERIALS SHALL BE OF ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE FREE OF PESTS AND DISEASES, AND SHALL BE IN A HEALTHY AND VIGOROUS CONDITION. ALL MATERIALS REJECTED SHALL BE REMOVED FROM THE SITE AND REPLACED IN —KIND BY THE CONTRACTOR AT HIS /HER EXPENSE. 6. ALL CONTAINER PLANTS MUST BE PLANTED WITHIN 10 WORKING DAYS FOLLOWING DELIVERY TO THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND PROTECTING ALL PLANTS AND MATERIALS STORED ON —SITE. STORAGE MAY ONLY OCCUR IN PRE— APROVED STAGING ARES. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. \ 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. ? ESS��, 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE QF� �YLERS"�F DUDEK GRAPHIC SCALE REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE ITEM. DIG OUT PLAN � 0 5' 10' * No. 82058 * Dudek &Associates,lnc. „ , SCALE: 1"=5' 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE s� Exp. 3/31/18 \Q 605 Third Street Encinitas, CA 92024 SCALE: 1 = 5 SATISFACTION OF THE OWNER. N E 760.942.5147 Fax 760.632.0164 CAl CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. is I Pc I RB 76.506' (NAVDba) PLANS PREPARED UNDER SUPERVISION OF REC EN E APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORDS F S RECORD of SURVEY 18816 HORIZONTAL: AS SHOWN DATE: BY: BY:: PROJECT NO. CS15C- 108 -S1 S -4 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "oC 136,1968" VERTICAL: NONE s IN HEIDEt — R.C.E. No. 82OS8 EXP. 3/31/18 DATE: / DATE: 3- ­+(y-2d /fr STRIPING AND LANDSCAPE IMPROVEMENTS - 4 SHEET 24 OF 34 ADDENDUM NO, 1 a LO 0 00 0 N N M 0 i 0 N Ln 0 0 i 3 i 0 U 0 0 i C E 0 Q P 3 a> `a T ;_ J O O O 0 0 w U w z CID a 0 0 0 I v c U LU w i c Lu w 0 i a It X CO M L L C ':�(LER Y� DUDEK rr Na 82058 Dudek & Associates, Inc. Ev. 3/31/18 * 605 Third Street Encinitas, CA 92024 t�_CIV�� -_ r`P 760.942.5147 Fax 760.632.0164 REVISIONS IAPPROVEDI DATE REFERENCES I DATE OC -0139 ELEV 76.506' (NAVD88) RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" FOW SCALE: 1"=5' ORIZONTAL: AS SHOWN TICAL: NONE GRAPHIC SCALE 0 5' 10' SCALE: 1" = 5' DISTRICT NOTES: CONSTRUCTION NOTES: O PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) O2 DISABLED PARKING STALL STRIPING PER SDRSD M -27A O3 DISABLED PARKING SIGN PER SDRSD M -28A 0 CONTRACTOR SHALL GRIND EX ASPHALT AS NECESSARY TO PROVIDE A MIN. 2 —INCH ASPHALT OVERLAY FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT TO THE FINISHED GRADE IDENTIFIED ON THESE DRAWINGS. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT ITEM. 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE SATISFACTION OF THE OWNER. PLANS PREPARED UNDER SUPERVISION OF REC DATE: Vm BY: R.C.E. NO. 82058 J S N VSCHEIDEL EXP. 3/31/18 DATE: CS15C- 108 -S1 APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS gY• PROJECT NO. CS15C- 108 -S1 S,5 or STRIPING AND LANDSCAPE DATE: 3- 6-261f1 IMPROVEMENTS-5 ISHEET 25 OF 34 ADDENDUM NO, 1 r c f 5. ALL CONTAINER PLANT MATERIALS SHALL BE OF co ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER I SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE 0 FREE OF PESTS AND DISEASES, AND SHALL BE IN Z A HEALTHY AND VIGOROUS CONDITION. ALL MATERIALS REJECTED SHALL BE REMOVED FROM Q THE SITE AND REPLACED IN —KIND BY THE CONTRACTOR AT HIS /HER EXPENSE. 6. ALL CONTAINER PLANTS MUST BE PLANTED WITHIN W 10 WORKING DAYS FOLLOWING DELIVERY TO THE W N SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND PROTECTING ALL PLANTS AND MATERIALS STORED ON —SITE. STORAGE MAY ONLY OCCUR IN PRE — APROVED STAGING ARES. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT ITEM. 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE SATISFACTION OF THE OWNER. PLANS PREPARED UNDER SUPERVISION OF REC DATE: Vm BY: R.C.E. NO. 82058 J S N VSCHEIDEL EXP. 3/31/18 DATE: CS15C- 108 -S1 APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS gY• PROJECT NO. CS15C- 108 -S1 S,5 or STRIPING AND LANDSCAPE DATE: 3- 6-261f1 IMPROVEMENTS-5 ISHEET 25 OF 34 ADDENDUM NO, 1 r c f r-LCVH I IUIV k I TF') ' L NOTES: N CONSTRUCTION NOTES: (D PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) O2 DISABLED PARKING STALL STRIPING PER SDRSD M -27A O3 DISABLED PARKING SIGN PER SDRSD M -28A O CONTRACTOR SHALL GRIND EX ASPHALT AS NECESSARY TO PROVIDE A MIN. 2 —INCH ASPHALT OVERLAY FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT TO THE FINISHED GRADE IDENTIFIED ON THESE DRAWINGS. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. \ 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. iOFESS/�, \ 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE TYLERo�E DUDEK PILACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT PLAN GRAPHIC SCALE Dudek& Associates, Inc. 0 5' 10' 9. CONTRACTOR SHALL PROVIDE TRANS11IONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE X 3/31/18 605 Third Street Encinitas, CA 92024 SCALE: 1"=5' SATISFACTION OF THE OWNER. CIvIL� 760.942.5147 Fax 760.632.0164 SCALE: 1" = 5' 5. ALL CONTAINER PLANT MATERIALS SHALL BE OF REVISIONS ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER N SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS 0 WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE Z FREE OF PESTS AND DISEASES, AND SHALL BE IN A HEALTHY AND VIGOROUS CONDITION. ALL Q MATERIALS REJECTED SHALL BE REMOVED FROM is I PC I RB THE SITE AND REPLACED IN —KIND BY THE p CONTRACTOR AT HIS /HER EXPENSE. W 6. ALL CONTAINER PLANTS MUST BE PLANTED WITHIN N 10 WORKING DAYS FOLLOWING DELIVERY TO THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE REC NDED APPROVED BY- BY DATE: ; / DATE: 3- (o -ZO /f� FOR WATERING AND PROTECTING ALL PLANTS AND S -6 MATERIALS STORED ON —SITE. STORAGE MAY ONLY OCCUR IN PRE — APROVED STAGING ARES. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. \ 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. iOFESS/�, \ 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE TYLERo�E DUDEK PILACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT PLAN GRAPHIC SCALE Dudek& Associates, Inc. 0 5' 10' 9. CONTRACTOR SHALL PROVIDE TRANS11IONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE X 3/31/18 605 Third Street Encinitas, CA 92024 SCALE: 1"=5' SATISFACTION OF THE OWNER. CIvIL� 760.942.5147 Fax 760.632.0164 SCALE: 1" = 5' ADDENDUM NO. 1 Q Ln 0 00 0 N I d rl N / 3 a / a 0 U 0 I 0 o E 0 L a 0 3 a in a T :_ D J O O O L M O O w U L w a a z Q M O O m 0 U C w / c w Le7 a lt N M CS 15C -108 -S 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. is I PC I RB OC -0139 ELEV 76.506' (NAVD88) RECORD OF SURVEY 18416 FD STAMPED SAN DIEGO COUNTY ENGINEERS DISC STAMPED "oC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL NONE PLANS PREPARED UNDER SUPERVISION OF DATE: 314 _ 82058 JUSTIN T;,SCHEIDEL — R.C.E. N0. EXP. 3/31/18 REC NDED APPROVED BY- BY DATE: ; / DATE: 3- (o -ZO /f� COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT PROJECT NO. CS15C- 108 -S1 STRIPING AND LANDSCAPE IMPROVEMENTS - s S -6 ISHEET 26 OF 34 ADDENDUM NO. 1 Q Ln 0 00 0 N I d rl N / 3 a / a 0 U 0 I 0 o E 0 L a 0 3 a in a T :_ D J O O O L M O O w U L w a a z Q M O O m 0 U C w / c w Le7 a lt N M F.T*T-Tpl •► Ill CONSTRUCTION NOTES: O1 PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) O2 DISABLED PARKING STALL STRIPING PER SDRSD M -27A O DISABLED PARKING SIGN PER SDRSD M -28A O4 CONTRACTOR SHALL GRIND EX ASPHALT AS NECESSARY TO PROVIDE A MIN. 2 —INCH ASPHALT OVERLAY FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT TO THE FINISHED GRADE IDENTIFIED ON THESE DRAWINGS. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. 00 5. ALL CONTAINER PLANT MATERIALS SHALL BE OF I ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER N SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE FREE OF PESTS AND DISEASES, AND SHALL BE IN Z A HEALTHY AND VIGOROUS CONDITION. ALL MATERIALS REJECTED SHALL BE REMOVED FROM Q THE SITE AND REPLACED IN —KIND BY THE 0 CONTRACTOR AT HIS /HER EXPENSE. W 6. ALL CONTAINER PLANTS MUST BE PLANTED WITHIN W 10 WORKING DAYS FOLLOWING DELIVERY TO THE N SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND PROTECTING ALL PLANTS AND MATERIALS STORED ON —SITE. STORAGE MAY ONLY OCCUR IN PRE — APROVED STAGING ARES. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. \ 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. OQROFESSI 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE e� TYLER . I DUDEK GRAPHIC SCALE REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT PLAN ITEM. * No. 82058 * Dudek & Associates, Inc. SCALE: 1"=5' 0 5' 10' 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE s, Exp. 3/31/18 \� 605 Third Street Encinitas, CA 92024 " SATISFACTION OF THE OWNER. 9JF vil- 760.942.5147 Fax 760.632.0164 SCALE: 1 = 5' CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT i I PC I RB APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF RECD E APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: 0411f, BY: BY: PROJECT NO. CS15C- 108 -S1 -7 S FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE c 82OSS STRIPING AND LANDSCAPE S STAMPED "OC 136, 1968" R.C.E. N O. IN TqSCHEIDEL / EXP. 3/31/18 DATE: Yi (p ItIg DATE: Z4- IMPROVEMENTS - % ISHEET 27 OF 34 ADDENDUM NO. 1 a L r9 0 00 0 N N i O 0 N Ln 0 0 i 3 i 0 U / 0 I i C ;! P5 P 0 L a 0 3 N T E n J O O O 0 0 0 i N Cn U L W z Q Ln O 0 0 0 U C W / m w v X M 01, CD Z p W N I 2' G 2" . ,.., V. I v V Vl %II L ELEVATION (TYP) 21> 2 2 „G NOTES: CONSTRUCTION NOTES: Ot PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) O2 DISABLED PARKING STALL STRIPING PER SDRSD M -27A O3 DISABLED PARKING SIGN PER SDRSD M -28A ® CONTRACTOR SHALL GRIND EX ASPHALT AS NECESSARY TO PROVIDE A MIN. 2 —INCH ASPHALT OVERLAY FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT TO THE FINISHED GRADE IDENTIFIED ON THESE DRAWINGS. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. On 5. ALL CONTAINER PLANT MATERIALS SHALL BE OF I ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER N SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS 0 WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE Z FREE OF PESTS AND DISEASES, AND SHALL BE IN A HEALTHY AND VIGOROUS CONDITION. ALL Q MATERIALS REJECTED SHALL BE REMOVED FROM THE SITE AND REPLACED IN —KIND BY THE p CONTRACTOR AT HIS /HER EXPENSE. W 6. ALL CONTAINER PLANTS MUST BE PLANTED WITHIN N 10 WORKING DAYS FOLLOWING DELIVERY TO THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND PROTECTING ALL PLANTS AND MATERIALS STORED ON —SITE. STORAGE MAY ONLY OCCUR IN PRE — APROVED STAGING ARES. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS” CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. \ 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. oQa�ESS� \ 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE y �-�tLER � REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT DUDEK PLAN GRAPHIC SCALE ITEM. N& 820.511 * Dudek& Associates, Inc. 0 5' 10, 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE 3T Eqs. 3/31/18 \Q 605 Third Street Encinitas, CA 92024 SCALE: 1"=5' SATISFACTION OF THE OWNER. qrF C.. \F 1 760.942.5147 Fax 760.632.0164 SCALE: 1 �� = 5 CiS15C- 10$ -Sl REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT is P APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECO APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORDS F S 76.506' (NAVD88) �-� RECORD of SURVEY isms HORIZONTAL: AS SHOWN DATE: 3 � t4 BY: .i BY • � PROJECT NO. CS15C- 108 -S1 FD STAMPED SAN DIEGO COUNTY ENGINEERS DISC VERTICAL: NONE . �_ 82058 STRIPING AND LANDSCAPE STAMPED °oc 13s, lsss° J S N T. HEIDEL R.C.E. N0. EXP. 3/31/18 DATE: J Leo DATE: 3- P -2zlr IMPROVEMENTS - 8 SHEET 28 OF 34 ADDENDUM NO. 1 a LO 0 00 0 cq M 0 i 0 N n 0 0 i 3 i a 0 U / 0 0 0 O 0 / 0 E 0 L Q E 0 3 a T E D J O O O O O U L w a a Z Z Q 0 0 0 U LU w Q) C Ld w 0 i a 0t X M I CONSTRUCTION NOTES: O1 PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) O2 DISABLED PARKING STALL STRIPING PER SDRSD M -27A (� DISABLED PARKING SIGN PER SDRSD M -28A O CONTRACTOR SHALL GRIND EX ASPHALT AS NECESSARY TO PROVIDE A MIN. 2 —INCH ASPHALT OVERLAY FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT TO THE FINISHED GRADE IDENTIFIED ON THESE DRAWINGS. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. ELEVA11ONv(TYP) 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. APPROVED !` u w 0! 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. • - : • SPECIAL DISTRICT \ 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION ��1b�� 3f A �ROfE 4j� \ 8. \ S(L HORIZONTAL: AS SHOWN VERTICAL: NONE DUDEK PLANS PREPARED UNDER SUPERVISION OF DATE:' ` : R.C.E. N0. . 82058 JUSTIN `SCHEIDEL EXP. 3/31/18 PLAN GRAPHIC SCALE `1 REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT ITEM. OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT Y � 71�j1i�� • - - M No. 8M * Dudek& Associates, Inc. SCALE: 1 " =5' ,( 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE l.�l�`� !!!!!!!�! !!�.!l1 11i2_ !!llT 605 Third Street Encinitas, CA 92024 �!l� ♦!!!l j �``�C, I�t��'��ll�.lii.i, � �r!� !�` - - 1 ' • � - • 760.942.5147 Fax 760.632.0164 © ``C �l" ✓_ wa : ,,.. !!!!!!L 1 !! /lfl,� 1 �2_ r ��/� °! "aN a•;v. ��, '� .��...` —,yi1P .•,m- i , , +��IIV1 #!!i!llili�l ! II�� -• mil•- 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. ELEVA11ONv(TYP) 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. CS 15C -108 -S 1 REVISIONS APPROVED DATE 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. SCALE SPECIAL DISTRICT \ 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. �ROfE 4j� \ 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE S(L HORIZONTAL: AS SHOWN VERTICAL: NONE DUDEK PLANS PREPARED UNDER SUPERVISION OF DATE:' ` : R.C.E. N0. . 82058 JUSTIN `SCHEIDEL EXP. 3/31/18 PLAN GRAPHIC SCALE COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 STRIPING AND LANDSCAPE IMPROVEMENTS - 9 REPLACED FULL DEPTH WITH MIN. 4 —INCH THICK ASPHALT ITEM. OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT 0 5' 10' No. 8M * Dudek& Associates, Inc. SCALE: 1 " =5' 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE Eq. 3/31/18 `P 605 Third Street Encinitas, CA 92024 SCALE: 1" = 5' SATISFACTION OF THE OWNER. CiVI% , 760.942.5147 Fax 760.632.0164 CS 15C -108 -S 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT �t� �Y L)KAWPC tiY c rIL to BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. ist" R OC -0139 ELEV 76.506' (NAVD88) RECORD OF SURVEY 18416 FD SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE:' ` : R.C.E. N0. . 82058 JUSTIN `SCHEIDEL EXP. 3/31/18 REC =,IAE E APPROVED BY' - BY: 4 DATE: DATE: 3-6 -Zolr COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 STRIPING AND LANDSCAPE IMPROVEMENTS - 9 S 9 SHEET 29 OF 34 ADDENDUM NO. 1 a Ln CIO 0 0 N O N (n M S N O F I O N S N 0 O O i 3 / 0 U / c 0 0 0 Q mm Y 3 to 6 T N E J O O 0 U1 K) O 0 U Ld w z a Ln 0 O O 0 U C w c w Aw a It X (O M ll, Z Q W W N APN: 260 - 010 -05 RELOCATED WELCOME TO ENCINITAS SIGN INSTALLED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY -- R /W - -- -- -- -- 100' CENTER LANE DIVIDING LINE (TYP) HIGH AY NOTES: CONSTRUCTION NOTES: O1 PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) O2 DISABLED PARKING STALL STRIPING PER SDRSD M -27A O3 DISABLED PARKING SIGN PER SDRSD M -28A ® CONTRACTOR SHALL GRIND EX ASPHALT AS NECESSARY TO PROVIDE A MIN. 2 —INCH ASPHALT OVERLAY FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT TO THE FINISHED GRADE IDENTIFIED ON THESE DRAWINGS. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. 5. ALL CONTAINER PLANT MATERIALS SHALL BE OF ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE FREE OF PESTS AND DISEASES, AND SHALL BE IN A HEALTHY AND VIGOROUS CONDITION. ALL MATERIALS REJECTED SHALL BE REMOVED FROM THE SITE AND REPLACED IN —KIND BY THE CONTRACTOR AT HIS /HER EXPENSE. 6. ALL CONTAINER PLANTS MUST BE PLANTED WITHIN 10 WORKING DAYS FOLLOWING DELIVERY TO THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND PROTECTING ALL PLANTS AND MATERIALS STORED ON —SITE. STORAGE MAY ONLY OCCUR IN PRE — APROVED STAGING AIRES. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST — INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. ADDENDUM NO. 1 a 0 00 0 N M 0 i 0 N Ln n 0 0 i a / a 0 U / Q) 0 0 Q 0 a E a 3 N a in a U T :_ 0 0 0 Ln 0 0 0 0 U iu LU W a a z a Ln r7 0 0 0 U C W W a N X M \—FINISHED GRADE REVISIONS 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. REFERENCES ELEVATION (TYP) EXISTING CROSSWALK BENCHMARK SCALE SPECIAL DISTRICT HATCHING TO BE CITY OF ENCINITAS ENGINEERING DEPARTMENT 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. PROTECTED IN PLACE OC -0139 F S VEY 1 (NAVO88) RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 STRIPING AND LANDSCAPE IMPROVEMENTS - 10 5 -7 0 STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 —FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 —FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. SHEET 30 OF 34 6. PERPENDICULAR PARKING STALL STRIPPING SHALL EXTEND TO THE LIMITS OF A 12 —FOOT LANE FOR THE RIGHT NORTH BOUND LANE OF COAST HIGHWAY. \ 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. rR�ESSi �F 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2— INCHES IN THICKNESS AS IDENTIFIED BY THE CITY ENGINEER, THE SECTIONS SHALL BE REPLACED FULL DEPTH WITH �(LER DUDEK PLAN GRAPHIC SCALE MIN. 4 —INCH THICK ASPHALT OVER 12 —INCH COMPACTED CLASS II BASE AT THE BID PRICE ESTABLISHED UNDER THE DIG OUT ITEM. No. 82058 r A Dudek & Associates, Inc. SCALE: 1"=5' D s 10, 9. CONTRACTOR SHALL PROVIDE TRANSITIONING OF GRINDING AND ASPHALT BETWEEN NEW ASPHALT AND EXISTING ASPHALT PER THE GRENBOOK TO THE EV. 3/31/18 605 Third Street Encinitas, CA 92024 SCALE: 1" = 5' SATISFACTION OF THE OWNER. "'_CIVIL 760.942.5147 Fax 760.632.0164 ADDENDUM NO. 1 a 0 00 0 N M 0 i 0 N Ln n 0 0 i a / a 0 U / Q) 0 0 Q 0 a E a 3 N a in a U T :_ 0 0 0 Ln 0 0 0 0 U iu LU W a a z a Ln r7 0 0 0 U C W W a N X M I CS 15C -108 -S 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. i s P RB OC -0139 F S VEY 1 (NAVO88) RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE: ' 4 fA ' R.C.E. NO. 82058 JUSTIN T. SCHEIDEL EXP. 3/31 /18 REC E VD D APPROVED , BY BY: C r ail D TE: �l tL�i_ DATE: .3'�o -ZqK COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 STRIPING AND LANDSCAPE IMPROVEMENTS - 10 5 -7 0 SHEET 30 OF 34 ADDENDUM NO. 1 a 0 00 0 N M 0 i 0 N Ln n 0 0 i a / a 0 U / Q) 0 0 Q 0 a E a 3 N a in a U T :_ 0 0 0 Ln 0 0 0 0 U iu LU W a a z a Ln r7 0 0 0 U C W W a N X M ( .t CONSTRUCTION NOTES: O1 PARKING STRIPES PER SECTION 214 OF THE SPECIFICATIONS (TYP) 0 DISABLED PARKING STALL STRIPING PER SDRSD M -27A O DISABLED PARKING SIGN PER SDRSD M -28A O CONTRACTOR SHALL PROVIDE MIN. 2 -INCH GRIND AND OVERLAY OF ASPHALT PAVEMENT FROM THE CENTERLINE OF COAST HIGHWAY TO THE EDGE OF EX. OR PROPOSED GUTTER ALONG THE ENTIRE LENGTH OF THE PROJECT. PLANTING NOTES: 1. SEE DRAWING S -12 FOR PLANTING LEGEND. 2. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 3. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 4. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. 5. ALL CONTAINER PLANT MATERIALS SHALL BE OF ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER SIZE. ROOT BOUND, OR POORLY ROOTED PLANTS WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE FREE OF PESTS AND DISEASES, AND SHALL BE IN A HEALTHY AND VIGOROUS CONDITION. ALL MATERIALS REJECTED SHALL BE REMOVED FROM THE SITE AND REPLACED IN -KIND BY THE CONTRACTOR AT HIS /HER EXPENSE. 6. ALL CONTAINER PLANTS MUST BE PLANTED WITHIN 10 WORKING DAYS FOLLOWING DELIVERY TO THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND PROTECTING ALL PLANTS AND MATERIALS STORED ON -SITE. STORAGE MAY ONLY OCCUR IN PRE - APROVED STAGING ARES. 7. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 8. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 9. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 10. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. C O A S T H I G H W A Y \ C O A S T H I G H W A Y 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST - INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE GRAPHIC SCALE PARKING AREA -1 PLAN GRAPHIC SCALE PARKING AREA =2 PLAN SPECIFICATIONS. 0 10• 20' SCALE: 1"=10' 0 10' 20' SCALE: 1 " =10' NOTES: SCALE: 1" = 10' SCALE: 1" = 10' 1. CONTRACTOR SHALL BRING ALL AT GRADE APPURTENANCES TO THE NEW GRADE TO THE SATISFACTION OF THE OWNER. 2. ALL ASPHALT SHALL BE TYPE C -2 PG64 -10 PER GREENBOOK. 3. ALL TRAFFIC STRIPING SHALL BE REPLACED IN KIND WITH THERMOPLASTIC PAINT. ALL INTERFERING PAINT SHALL BE REMOVED AND REPAINTED TO MATCH NEW STRIPING. 4. CROSSWALK PAINT MARKING SHALL BE REMOVED FROM CURB TO CURB AND REPAINTED TO CONNECT PEDESTRIAN RAMPS. 5. IN GENERAL NEW STRIPING SHALL BE PROVIDED FOR THE EAST SIDE OF CENTER MEDIAN, THE CENTER LANE STRIPE 10 -FOOT OFFSET FROM THE CENTER MEDIAN AND BIKE "SHARROWS" CENTERED IN THE RIGHT LANE EVERY 100 -FEET ALONG THE ENTIRE LENGTH OF THE PROJECT. ADDENDUM NO. 1 a LO 0 co 0 to N t N 0 i 0 N LO n O O i 3 a i a 0 U 0 i E 0 L Q_ E 6 3 a a T E J O O O 0 0 0 0 U N a) w a a 0 z a M 0 0 0 c U C w c 0 C w 0 d d' 04 X M a 6. PERPENDICULAR PARKING STALL STRIPPING BOUND LANE OF COAST HIGHWAY. SHALL EXTEND TO THE LIMITS OF A 12 -FOOT LANE FOR THE RIGHT NORTH QROF ESS /q LER� DUDEK 7. ALL TRAFFIC STRIPING SHALL BE INSTALLED PER SECTION 314 OF GREENBOOK. No. BP056 Dudek & Associates, Inc. 8. IF GRINDING OPERATIONS EXPOSES ASPHALT SECTIONS LESS THAN 2- INCHES IN THICKNESS AS IDENTIFIED BY THE CITY * J * Exp. 3/31/18 P 605 Third Street Encinitas, CA 92024 ENGINEER, THE SECTIONS SHALL BE REPLACED FULL DEPTH WITH MIN. 4 -INCH THICK ASPHALT AT THE BID PRICE o�I vil- 760.942.5147 Fax 760.632.0164 ESTABLISHED UNDER THE DIG OUT ITEM. CS 15C -108 -S 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. is I PN Re OC -0139 ELEV 76.506' (NAVD88) PLANS PREPARED UNDER SUPERVISION OF RECO E E APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416 HORIZONTAL: AS SHOWN DATE: AN It BY: BY PROJECT NO. CS15C- 108 -S1 S�7 7 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" VERTICAL: NONE R.C.E. N0. 82058 JUSTIN ' CHEIDEL EXP. 3/31/18 DATE: DATE: STRIPING AND LANDSCAPE IMPROVEMENTS - 11 SHEET 31 OF 34 ADDENDUM NO. 1 a LO 0 co 0 to N t N 0 i 0 N LO n O O i 3 a i a 0 U 0 i E 0 L Q_ E 6 3 a a T E J O O O 0 0 0 0 U N a) w a a 0 z a M 0 0 0 c U C w c 0 C w 0 d d' 04 X M a PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME CONTAINER SIZE SPACING (ON CENTER) QTY. DETAIL -- CALLISTEMON RIGIDUS STIFF BOTTLE BRUSH FORM: STANDARD APPROX. 20' O.C. 6 SDRSD SDL -101 SIZE: 5 —GAL ARBUTUS UNEDO COMPACTA DWARF STRAWBERRY FORM: STANDARD APPROX. 20' O.C. 3 SDRSD SDL -101 SIZE: 5 —GAL 0 CHITALPA TASHKENTENSIS PINK DAWN CHITALPA FORM: STANDARD APPROX. 20' O.C. 2 SDRSD SDL -101 SIZE: 5 —GAL o SALVIA ULIGINOSA BOG SAGE FORM: STANDARD APPROX. 2' O.C. 36 SDRSD SDL -102 / SIZE: 1 —GAL Q CAREX PANSA SAND DUNE SEDGE FORM: STANDARD APPROX. 1' O.C. 1224 SDRSD SDL -102 SIZE: .5 —GAL MUHLENBERGIA RIGENS DEER GRASS FORM: STANDARD APPROX. 2' O.C. 144 SDRSD SDL -102 SIZE: 1 —GAL SATUREJA MIMULOIDES MONKEYFLOWER FORM: STANDARD APPROX. 2' O.C. 97 SDRSD SDL -102 SIZE: 1 —GAL * Fibrous mulch (Gorilla Hair or equal) shall be placed in all planters around all plants per the specifications ADDENDUM NO. 1 Q LO 0 00 0 N O N V) O H V) 0 N S LO V) O O / 3 / a V C N 0 O C N E N O Q E Y V 3 Q) V) 0 T L �C E D J O O O Lfi r� O O N U N i N N C C W N N N Z N a 0 O 0 C U Li Li s c w a X tY) DUDEK * No. 62056 * Dudek & Associates, Inc. JTq c /1`1 605 Third Street Encinitas, CA 92024 v l _ �\Q 760.942.5147 Fax 760.632.0164 CS 15C -108 -S 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. is I Pc I RB _ 9L0 PLANS PREPARED UNDER SUPERVISION OF E APPROVED COAST HWY 101 SIDEWALK IMPROVEMENTS 1AVD88) RECORD OF SURVEY 846 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "oc ass, issa" HORIZONTAL: AS SHOWN VERTICAL: NONE DATE: x 82058 ' IN T, CHEIDEL R.C.E. N0. EXP. 3/31 /18 ARECEN B BY: I DATE: DATE: 3-'o Z6/90 PROJECT NO. CS15C- 108 -S1 PLANT LIST 5�7 2 ISHEET32 OF 34 ADDENDUM NO. 1 Q LO 0 00 0 N O N V) O H V) 0 N S LO V) O O / 3 / a V C N 0 O C N E N O Q E Y V 3 Q) V) 0 T L �C E D J O O O Lfi r� O O N U N i N N C C W N N N Z N a 0 O 0 C U Li Li s c w a X tY) PHOTO DETAIL A NOT TO SCALE X —X 7" 560 —C -3250 CONCRETE PER GREENBOOK 2'_6" 7" 1=%_ d dO d 6 OF CLASS 2 BASE PER GREENBOOK 1/2" RADIUS (TYP) PHOTO DETAIL B NOT TO SCALE X —X Arp 1 �ENC1 N UN S1O1 Izmk MAIN STREET aiio CONTRACTOR SHALL INSTALL TWO "SEAGULL" STYLE BIKE RACKS AT RIBBON GUTTER DETAIL 2 THE NORTHERN LOCATION OF THE PROJECT 3 —FOOT FROM EDGE OF NOT TO SCALE X —X FOUR "BIKE" STYLE BIKE RACKS AND FIX IT STATION PER DETAIL 4 HEREON AT THE SOUTHERN END OF THE PROJECT 4 FEET APART. BOTH RACKS SHALL BE SUPPLIED WITH FOREST GREEN POWDER COATED FINISH TO THE SATISFACTION OF THE CITY AND SHALL BE BOLTED TO THE SIDEWALK OR INDEPENDENT 12 "x24 "x12" DEEP CONCRETE FOOTINGS INSTALLED FLUSH WITH THE GROUND PER THE MANUFACTURER'S RECOMMENDATIONS TO THE SATISFACTION OF THE CITY. No. 82058 Exp. 3/31/1 DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 NOT TO SCALE PHOTO DETAIL C NOT TO SCALE X —X CONTRACTOR SHALL INSTALL FIX IT STATION. FIX IT STATION SHALL HAVE A BODY THAT IS A 6" X 11" TUBE, A BIKE HANGER, FOOT, TOOL TETHERS, MANUAL AIR PUMP AND THE FOLLOWING HAND TOOLS: PHILLIPS AND FLAT HEAD SCREWDRIVERS, ALLEN WRENCHES, HEADSET WRENCH, PEDAL WRENCH, BOX WRENCHES AND TIRE LEVERS. MANUFACTURER SHALL BE DERO BIKE RACK CO. OR APPROVED EQUAL. 3 FIX IT STATION DETAIL L4. X NOT TO SCALE X —X KEYSTONE 4" CAP UNIT KEYSTONE COMPAC UNIT—\ FINISHED GRADE 12" THICK 3/4" CRUSHED STONE LEVELING PAD PER MANUFACTURES RECOMMENDATIONS 1 n x 8 a d' a. .4 a 36" 8" MIN LOW PERMEABLE SOIL x �! I I RETAINED SOIL UNIT CORE FILL (3/4" CRUSHED ROCK OR STONE) —PERFORATED DRAIN PIPE (TO BE INSTALLED WHEN CONNECTING TO EXISTING DRAIN SYSTEM) NOTES: 1. MAX 3 —FT WALL HEIGHT ALLOWED WITHOUT REINFORCEMENT OR GEOTEXTILE FABRIC PER MANUFACTURERS RECOMMENDATIONS. 2. MANUFACTURER SHALL BE KEYSTONE OR EQUAL 3. WALL TO MATCH DETAIL C HEREON RE- CONSTRUCTION OF GRAVITY RETAINING WALL NOT TO SCALE k X —X STREET (PARKING) PLAN VIEW NOTES: 1. MATERIALS AND CONSTRUCTION SHALL MEET CURRENT SPECIFICATION FOR PLANTING AND ENGINEERED SOIL MEDIA. 2. PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH DESIGN PLAN. 3. A 16 —INCH DEPRESSION SHALL BE PROVIDED BETWEEN STREET SURFACE AND FLOOR OF RETENTION BASIN. z 2 b 12" FLAT BENCH AROUND ALL Q SIDES FOLLOWED BY 16" DEPRESSION STREETSIDE EDGE OF DETENTION BASINS SHALL BE INSTALLED PER CURB DETAIL ON D -2 STREET FLOW - - -�- SZ COMPACTED SUBGRADE 2L 1 i 11 UNCOMPACTED SUBGRADE SECTION A -A TYPICAL RETENTION BASIN ADJACENT TO ROADWAY 5 NOT TO SCALE X —X SIDEWALK SIDE EDGE TREATMENT SEE DTL 2, DWG D -2 SIDEWALK 2% J MULCH LAYER (3" MIN) x-18" MIN ENGINEERED 2 SOIL MEDIA PERMEABLE LAYER �� CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. �s ec Re OC -0139 ELEV 76.506' (NAVD88) RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED "OC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE: �?� TIN T SCHEIDEL R.C.E. N0. 82058 EXP. 3/31/18 RECO�IM ND D APPROVED B ���-< BY• � � �� ,, DATE: 2�! t8 DATE: —13 -8241 COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 DETAILS - 1I D -1 I SHEET 33 OF 34 10% Max AT Max — �� SEE NOTES AT CURB AT CURB _v 10 AND 11 CASE B Al 2% I ax .x FRONT EDGE v m "lm (OF SIDEWALK SEE �yy—p N OTE 7"j.... —RET INING .. (BOTH ... ABOVE ADJACENT �L R. .. .,A). "SEEANDTE 0 N 0.45" o T0v6 i a�� 0.9" BASE Dia 0 RAISED TRUNCATED DOME NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO HOSE SHOWN IN DETAIL A AND DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4' -0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4' -0 ". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1' -0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN 4' -0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' -0" DEPTH OF THE RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOWLINE. 12. SIDEWALK AND RAMP THICKNESS, "T ", SHALL BE 3 -1/2" MINIMUM. 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. CURB RAMP DETAILS r 1 NOT TO SCALE k X -X ,`�`crt SC,y_mycm DUDEKY`�r z No. 82 558 Dudek & Associates, Inc. Exp. 3/31/18 P* 605 Third Street Encinitas, CA 92024 CiV1\ -,� 760.942.5147 Fax 760.632.0164 12" MIN FLAT BENCH PRIOR TO RETENTION BASIN DEPRESSION 16" V DEPRESSION DETENTION BASIN PER DIET 5, DWG D -1 ROOT BARRIER INSTALLED FROM GRADE TO 6" BELOW STEM 6 "x 4" STEM POURED MONOLITHICALLY WITH SIDEWALK 1/2" RAD (TYP) 4" SIDEWALK PER SDRSD G -07 PLACED OVER 6" CLASS 2 BASE COMPACTED TO MIN 90% RC 4"WIDE X 4" TALL CURB POURED MONOLITHICALLY WITH SIDEWALK WITH 4" GAPS AT APPROXIMATELY 5' OC ENTIRE LENGTH #4 BAR PLACED LONGITUDINALLY ALONG CURB WITH #4 DOWEL SPACED AT 12" OC FROM CURB TO STEM WITH MIN 2" CONCRETE COVER PERFORATED CURB BETWEEN ALL SIDEWALKS AND PLANTER AREAS 2 NOT TO SCALE X -X 16" DEPRESSION 12" THICK #2 STONE SWALE (TYP) TO MIN 1' BEYOND TOE OF RETENTION BASIN FLOOR DETENTION BASIN PER DET 5, DWG D -1 ` ROOT BARRIER INSTALLED FROM GRADE TO 6" BELOW CURB BOTTOM 12" MIN BENCH PRIOR TO RETENTION BASIN DEPRESSION MONOLITHIC CURB AND GUTTER PER SDRSD G -02 1' WIDE CURB OPENING ALIGNED WITH LOCATION IDENTIFIED ON THE CIVIL DRAWINGS DIRECTIONAL ?B RETAINING CURB 1 4 NOT TO SCALE IF NECESSARY AT DATE 5' 0" EDGE OF SIDEWALK SPECIAL DISTRICT Min APPROVED PERVIOUS 4 1. 2% Max 8.33y. SIDEWALK ax x o c_ I Max � I- N N I_ N SEE IN VOIDS NOTE 7 10% Max AT Max — �� SEE NOTES AT CURB AT CURB _v 10 AND 11 CASE B Al 2% I ax .x FRONT EDGE v m "lm (OF SIDEWALK SEE �yy—p N OTE 7"j.... —RET INING .. (BOTH ... ABOVE ADJACENT �L R. .. .,A). "SEEANDTE 0 N 0.45" o T0v6 i a�� 0.9" BASE Dia 0 RAISED TRUNCATED DOME NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO HOSE SHOWN IN DETAIL A AND DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4' -0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4' -0 ". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1' -0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN 4' -0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' -0" DEPTH OF THE RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOWLINE. 12. SIDEWALK AND RAMP THICKNESS, "T ", SHALL BE 3 -1/2" MINIMUM. 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. CURB RAMP DETAILS r 1 NOT TO SCALE k X -X ,`�`crt SC,y_mycm DUDEKY`�r z No. 82 558 Dudek & Associates, Inc. Exp. 3/31/18 P* 605 Third Street Encinitas, CA 92024 CiV1\ -,� 760.942.5147 Fax 760.632.0164 12" MIN FLAT BENCH PRIOR TO RETENTION BASIN DEPRESSION 16" V DEPRESSION DETENTION BASIN PER DIET 5, DWG D -1 ROOT BARRIER INSTALLED FROM GRADE TO 6" BELOW STEM 6 "x 4" STEM POURED MONOLITHICALLY WITH SIDEWALK 1/2" RAD (TYP) 4" SIDEWALK PER SDRSD G -07 PLACED OVER 6" CLASS 2 BASE COMPACTED TO MIN 90% RC 4"WIDE X 4" TALL CURB POURED MONOLITHICALLY WITH SIDEWALK WITH 4" GAPS AT APPROXIMATELY 5' OC ENTIRE LENGTH #4 BAR PLACED LONGITUDINALLY ALONG CURB WITH #4 DOWEL SPACED AT 12" OC FROM CURB TO STEM WITH MIN 2" CONCRETE COVER PERFORATED CURB BETWEEN ALL SIDEWALKS AND PLANTER AREAS 2 NOT TO SCALE X -X 16" DEPRESSION 12" THICK #2 STONE SWALE (TYP) TO MIN 1' BEYOND TOE OF RETENTION BASIN FLOOR DETENTION BASIN PER DET 5, DWG D -1 ` ROOT BARRIER INSTALLED FROM GRADE TO 6" BELOW CURB BOTTOM 12" MIN BENCH PRIOR TO RETENTION BASIN DEPRESSION MONOLITHIC CURB AND GUTTER PER SDRSD G -02 1' WIDE CURB OPENING ALIGNED WITH LOCATION IDENTIFIED ON THE CIVIL DRAWINGS DIRECTIONAL PERFORATED CURB 1 4 NOT TO SCALE REFERENCES DATE X -X RETENTION BASIN PER CIVIL DRAWINGS 1g" DEPRESSION ( -r, —.i DETENTION BASIN PER DET 5, DWG D -1 ROOT BARRIER INSTALLED FROM GRADE TO 18" BELOW GRADE 8" #4 DOWELS SPACED AT 12" OC 12" WIDE X 4" THICK CONCRETE WALK STRIP CONSTRUCTED SIMILAR TO SDRSD G -07 MONOLITHIC CURB AND GUTTER PER SDRSD G -02 6 "x 4" STEM POURED MONOLITHICALLY WITH CURB AND GUTTER WITH #4 BARS PLACED MATCHING DETAIL 2 HERON CURBS ADJACENT TO PERPENDICULAR PARKING AND PLANTER AREAS NOT TO SCALE k X -X NOTES: 1. ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) 2. THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED 3. EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE 4. NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED 5. SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED PAVER DETAIL 5 NOT TO SCALE X -X CS15C- 108 -S1 6" X 16" PCC FLUSH CURB DATE REFERENCES DATE OR DEEPENED G -1 CURB SCALE SPECIAL DISTRICT APPROVED PERVIOUS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. PAVERS W/ MIN. 3/8" VOID VOID FILLER - 1/8" TO 3/8" (NO. 8) AGGREGATE IN VOIDS BEDDING COURSE - 2" THICK OF COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 DETAILS - 2 1/8" TO 3/8" (NO. 8) AGGREGATE CHOKER COURSE 3/8" TO 1/2" (NO. 57) - 4" THICK OF CRUSHED ROCK --.- 4 " H MIN. 6 THICK OF 3/4 _ SHEET 34 OF 34 CRUSHED ROCK SOIL SU BGRADE �\�\ ��� \�� \� \��\�� \,�� \• \�\ \,�\\,�\;�\ \,� \ \� \\ , NOTES: 1. ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) 2. THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED 3. EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE 4. NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED 5. SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED PAVER DETAIL 5 NOT TO SCALE X -X CS15C- 108 -S1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. is Pc RB OC -0139 ELEV 76.506' (NAVD88) RECORD OF SURVEY 18416 FD 2.5" SAN DIEGO COUNTY ENGINEERS DISC STAMPED °oC 136, 1968" HORIZONTAL: AS SHOWN VERTICAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE: / U IN SCHEIDEL R.C.E. No. $205$ EXP. 3/31/18 RECO F DE APPROVED BY BY DATE: *Zocl DATE: COAST HWY 101 SIDEWALK IMPROVEMENTS PROJECT NO. CS15C- 108 -S1 DETAILS - 2 Dm2 SHEET 34 OF 34