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1999-6242 G (Plans)OMWD WATER NOTES I. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUIVICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 FOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION DE THE PROJECT. 7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE.' 800- 227 -2600) B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION I.E., LINE CROSSINGS LINE PARALLELING, OR PROPOSED CONVECTIONS SHALL BE FIELD VERIFIED BEFORE= ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURRNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CUIRVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW P017NTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR AFAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE. 13. INSTALL A MINIMUM i -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 314 -INC14 HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURE AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IPRRIGATIN MULTIPLE RESIDENTIAL COMPLEXES COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LIME VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE P ESSL E TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE; VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DIS.INEEC7ED IN ACCORDANCE WITH SECTION 15041 OF THE OMWO STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION DE THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WOW TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. 26. SEE OMWD CATHODIC PROTECTION PLAN SET PREPARED BY R.F. YEAGER ENGINEERING FOR DETAILS ON RELOCATION DE CATHODIC PP07ECTION FACILITIES. Gl SWALE PER DETAIL SHEET 2E 71 \' I, 1.3' TYP. PROPOSED 1" WATER SERVICE M . . . SAN DIEGO GAS & ELECTRIC PERMISSION TO GRADE AND CONSTRUCT IWROVEMENTS PEWISSION IS HEREBY GRANTED TOTOREY PACIFIC CORPORATION( A CALIFORNIA CORPORATION (PERMITTEEI TO GRADE AND CONSTRUCT IMPROVEMENT AS SHOWN ON THESE PLANS WITHIN SAN DIEGO GAS & ELECTRIC COPANY S EASEMENT (S) SUBJECT TO THE FOLLOWING CONDITIONS: 1. SUBMITTALS: 1.1. PERMITTEE AGES TO SUPPLY SDG&E WITH AS BUILT' GRADING. IMPROVEMENT AND PROFILE PLANS TO SDG&E SPECIFICATIONS IF PEG ESTED. 12. PERMITTEE AGREES TO SUBMIT FOR REVIEW AND APPROVAL A BLASTING PLAN PRIM TO BLASTING, IF BLASTING IS REQUIRED. 2. PRE - CONSTRUCTION MEETINGS: SOG&E S LAND MANAGEMENT REFNRES'ENITATIVE (LMR) MAST BE INVITED WITH AT LEAST TFREE (3) WORKING DAYS PRIM NOTICE. 3. GRADING: 3.1. AT LEAST TWENTY -FOUR (24) HODURS NOTICE MUST BE GIVEN TO SOGPE S LMR BEFORE START OF WORK. 32. FIELD CHANGES TO PLANS WITHIN SAID EASEMENT SHALL BE APPROVED IN WRITING BY SDG&E LMR. 3.3. PERMITTEE IS RESPONSIBLE TO CALL DIG ALERT AT 811 FOR ALL UNDERGROUND MARK-OUT LOCATIONS. 3.4. CLEARANCE OF (35) FEET MINIMEUN BETWEEN THE SDG &E ELECTRIC TRANSMISSION WIRES AND TIE NATURAL GROUND SHALL BE MAINTAINED ON ANY GIVEN DAY, NOTING LINE SAGS VARY DEPENDING ON AMBIENT T04ENTUE AND LINE CURRENT. ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO OSHA, CAL -OSHA, ANSI, NIOSK AND NEC FOR CLEARANCES WHEN WOWING AROUND ENERGIZED ELECTRICAL FACILITIES MUST BE MAINTAINED. 3.5. NO GRADING SHALL BE ALLOWED WITHIN TEN (10) FEET OF A SINGLE WOOD POLE STRUCTURE OR ANCHOR, WITHIN FIFTEEN (15) FEET OF MULTI - WOOD PULES WITHIN TWENTY (20) FEET OF STEEL LATTICE TOWERS OR WITHIN THIRTY (30) FEET OF STEEL POLES. 3.6. SDG&E RESERVES THE RIGHT TO INSPECT AND PERFORM QUALITY CONTROL WORK DURING CONSTRUCTION. 4. SPECIAL CONDITIONS S. EROSION CONTROL: 5.1. ALL DISTURBED AND CREATED SLOPES, WITHIN THE SDG&E TRANSMISSION EASEMENT, SHALL BE HYDRO- SEEDED OR PLANTED BY PERRVITTEE WITH AN SOG&E APPROVED MIX. 52. ALL DRAINAGE SHALL BE DESIGNED TO PREVENT EROSION OF SOG&E EASEMENT AND ACCESS ROADS. 6. STORAGE THIS PERMISSION TO GLADE LETTER DOES NOT PERMIT STORAGE OF EQUIPMENT, MATERIALS, DIRT OR DEBRIS ON THE EASEMENT OR SDG&E FEE OWNED PROPERTY. 7. ACCESS: 7.1. ACCESS TO ALL SOG&E FACILITIES SHALL BE MAINTAINED AT ALL TINES. ALL COSTS ASSOCIATED WITH RESTORATION OF ACCESS AND ALL ASSOCIATED DAMAGES SHALL BE BORNE BY PERMITTEE. 72. ALL GATES SHALL PROVIDE FOR SDG&E ACCESS BY PADLOCK, LOCK -BOX OR KEYED BYPASS BOTH DURING AND UPON COMPLETION OF CONSTRUCTION. LOCATION AND CONSTRUCTION OF GATES TO BE APPROVED BY SOG&E LMR. B. OUTSTANDING AGEEMENTR PERMITTEE AGREES TO PAY FOR, SIGN AND /0R HAVE SIGNED ALL CONSENT AGREEMENTS, CONSENT TO USE LAND AGREEMENTS AND /OR JOINT USE AGREEMENTS BETWEEN SOW AND OWNER OR PUBLIC AGENCIES *0 ENCROACH UPON THE SOG&E EASEMENTS. SAID AGEEEENTS WILL BE SUBJECT TO THE PEVOCABIL17Y CLAUSE AS STATED IN THE CALIFORNIA PUBLIC UTILITIES COM 41SSION GENERAL ORDER 69 -C AS SHOWN ON WEB SITE' HTTP IIWWW.CPIC.CA.GOV/PUBLISHEDIG:M .TCS /645.POF. 9. INDENVIFICATIOt 9.1. PER41TTEE AGREES TO ASSUNE ALL RISK OF LOSS DAMAGE TO PROPERTY ANT /OR INJtPY ADD /OR DEATH TO PERSONS AND TO UNIFY AND FOLD SDG&E HARMLESS FROM ANY AND ALL LIABILITY IN ANY WAY ARISING FROM THE PROPOSED GRADING OR CONSTRUCTION OF IMPROVEMENTS. 92. SDG&E SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR ANY MAINTENANCE OR REPAIR OF THE PROPOSED GRADING OR IMPROVEMENTS. THIS INCLUDES BUT IS NOT LIMITED TO, DRAINAGE AND/OR EROSION PROBLEMS OR DAMAGE CAUSED TO APROVEM 34TS THAT WERE NOT CONSTRUCTED TO TAKE THE WEIGHT OR ACTIVITIES OF VEHICLES ANT EQUIPMENT OWNED BY OR WORKING ON BEHALF OF SDGEE. 10. TERMS ANT CONDITIONS: THE TEFPS AND CONDITIONS OF THIS APPROVAL SHALL BENEFIT AND BIND PERMITTEE ITS SUCCESSORS, ASSIGNS AGENTS OR CONTRACTORS. 11. CONTACT: COLLEEN FIN) 858 - 637 -7989, OPEN SPACE ♦ GRAPHIC SCALE 1" =250' 0 250 500 750 OPEN SPACEi PERMANENT OPEN SPACE FENCING am J n PER ANENT OPEN SPACE FENCING ,. -wd. .' ♦ I / IIIIIIIIIIIIIIIIIIIIIIIrI ;lllllllllllllli IIIIIIIIIIIII� IIIltlllll t\ � ia___ PERMANENT OPEN SPACE FENCING OPEN ` ll OPEN SPACE ESMT DOC: 2009 - 0708084 REC: 12 -23 -09 ON LEGEND: SDRED D -7, SHEET 19B SD.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS ITEM REFERENCE SYMBOL CONSTRUCT AC PAVING SORSO D-8 (SIZE PER PLAN) 4" AC ON 6" BASE MIN. AC SPILLWAY 6" CONC CUD & GTR SDRSD G-2 ZERO HEIGHT PCC CURS WING & U-TYPE HEADWALL CONC CROSS GUTTER (10) SORSO G-12 a ; SORSO D-36 ROCK RIP -RAP (SIZE PER PLAN) STORM GRAIN (SIZE PER PLAN) CATCH BASIN - TYPE F %MODIFIED SDRED D -7, SHEET 19B 'BROOKS" TYPE GRATED CATCH BASIN (SIZE PER PLAN) CATCH BASIN - TYPE G' SORSO D-8 (SIZE PER PLAN) CHECKED BY AC SPILLWAY DETAIL SHEET 20 STRR41MT HEADWALL TYPE 8' SORSO D-32 WING & U-TYPE HEADWALL SORSO D -34 L -TYPE HEADWALL SORSO D-36 ROCK RIP -RAP (SIZE PER PLAN) SORSO D -40 VEGETATED SWALE DETAIL SHEET 2E CONCRETE SWALE DETAIL SKEET 2E ROCK LINED SWALE DETAIL SHEET 2E CONC BROW DITCH TYRE B' SDRSD D-75 FINISH CONTOURS EXISTING CONTOURS 2'1 FILL SLOES (UNLESS OTHERWISE SHOWN) 2:1 CUT SLOPES SHEET IB OF 29 NhLESS OTHERWISE SHOWN) GUANO RAIL TYPE PER PLAN SURFACE DRAINAGE (SLOPE PER PLAN) SUBDIVISION BOUNDARY RECREATIONAL TRAIL DETAIL SHEET 3A BASE WMFACRUUED ON SITE DETAIL SHEET 3A SEWER ACCESS ROAD/REC TRAIL CONCRETE DRIVEWAY CROSSING DETAIL SHEET 34 RETAINING WALL SORSO C -E: C -3, C -4 & C -5 (HEIGHT AND TYPE PER PLAN) TRAIL /OPEN SPACE FENCING WITH POSTED OPEN SPACE SIGNAGE CHAIN LINK FENCE STOP SIGN STREET NAME SIGN TRAIL SIGN 740 PARKING -FIRE LANE" SIGN SORSD M-6 R1 -1 DS -13A SEE SHEET 3A WILDLIFE (TOSSING SIGN SEE SHEET 34 DEMOUNTABLE PROTECTION POST SDRSD WM-04 TYRE B' 8" P.V.C. SEWER MAIN (FOR REFERENCE ONLY) (SEE CS 327) SEWER MAAFOLE (FOR REFERENCE ONLY) (SEE CS 327) 4" P.V.C. SEWER LATERAL (FOR REFERENCE DNLY) (SEE CS 327) B" P.V.C. WATER MAIN FIRE HYDRANT ASSEMBLY MANUAL AIR RELEASE (2") BLOW -OFF ASSEMBLY (27) 8" TEE 8" GATE VALVE 1.5" WATER SERVICE THURST BLOCK RECREATIONAL TRAIL ONLY ACCESS ROAD ONLY RECRATIONAL TRAIL & ACCESS ROAD EXISTING TRAIL TO REMAIN EXISTING OFFSITE DRIVEWAY TRAIL CROSSING 1 i' • QMWD C -1.1, E -1.4 OMB A -2.1, A -2.3 OMWD A -1.1, A -1.3 r � � � e 0 .m X -X h h h 0 O ___0 A. No. 29375 Exp. 03/31/15 �T�i� � w � p SCALE T � � 7�T 1��/� ELECTRIC M `' w � Cv �r�r�+� �} �7��r�+ p � �7��/� T��p A n r�� r�. DRAWING REVISIONS APPROVED DATE REFERENCES DATE BE \\..rill RK SCALE SAi� DIEW CO. - 0 DESIGNED BY DRAWN CHECKED BY 2 O`AL S C 1 OF j'il\t.31\11A►7 1'NG G LJtiI"L�L�ilrM 1 A. No. 29375 Exp. 03/31/15 �T�i� � w � p SCALE T � � 7�T 1��/� ELECTRIC M `' w � Cv �r�r�+� �} �7��r�+ p � �7��/� T��p A n r�� r�. DRAWING REVISIONS APPROVED DATE REFERENCES DATE BE \\..rill RK SCALE SAi� DIEW CO. - DESIGNED BY DRAWN CHECKED BY 2 O`AL S C 1 OF j'il\t.31\11A►7 1'NG G LJtiI"L�L�ilrM 1 1\O. A00M SIEL7 1B - -- A X/26113 COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' NLY OF CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NVGD29 HORIZONAL N/A VERTICAL N/A �-� Ioi -�5"I3 PLANS PREPA ED UNDER THE SUPERVISION OF DATE: - }�,�.] - R. C. E. NO. 29375 MES A. LARET EXP. 03 -31 -15 RECOMMENDED APPROVED BY: BY: DATE: DATE: 11 /z(./ �3 GRADING PLAN FOR T 77�� D A �y ROAD p ®R 1 Vl�A 1t1�NCL2< R ®CiL (x j) a ��jj® r R li 11 1J TM 89 -031 CITY OF ENCINITAS T.M. 89031 ®V �� V REVIEWED BY; oA>F - COLLEEN FIND LAND MAP4IGEM>!�T REPRESENTATIVE N/A, M CM 4D y.WTM COW nd7T7 (K gmmwna SHEET IB OF 29 INFILL SOIL ALLAN BLOCK CLASSIC UNIT FINISH GRADE EMBEDMENT (VARIES) MINIMUM 7 FT TO DAYLIGHT FROM BOTTOM OF FOOTING MIN 6" COMPACTED 314" GRANULAR BASE AND LEVELING PAD AS BUILT ERNEST H. GRABBE, JR. R.C.E. NO. 047327 EXP. 12131117 1A 3A RETAINING WALL PLANS GEOGRID, SEE WALL ELEVATIONS / SECTIONS FOR LENGTH AND LOCATION WALL ROCK, COMPACTED I -W GRANULAR RETAINED SOIL HEEL (BACKCUT) DRAIN PER F LOCATIONS TO BE DETERMINED GEOTECHNICAL ENGINEER. GE07ECHNICAL RECOMMENDATIONS. CONSTRUCTION BY PROJECT 4" DIA (MIN) PERF. DRAIN PIPE, WRAPPED WITH FILTER FABRIC INCASED IN 314" CRUSHED ROCK 1 CU. FT PER FT. LENGTH WITH HOLES, SLOPE AT 1% (MIN), SOLID PVC OUTLET PIPES AT LOW POINTS ALONG WALL (REFER TO GRADING PLAN). TYPICAL WALL SECTION NOTE. 1. THE CONSTRUCTION OF THE ALLAN BLOCK WALLS SHALL COMPLY WITH LIES EVALUATION REPORT NO. 198. 2 SPECIAL INSPEC71ON SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTION 1705.4, AS APPLICABLE. THE SPECIAL INSPECTOR SHALL VERIFY THE FOLLOWING: A. THE DIMENSIONS OF THE ALLAN BLOCK UNIT. B. ALLAN BLOCK UNIT IDENTIFICATION COMPLIANCE WITH ASTM C 1372, INCLUDING COMPRESSIVE STRENGTH AND WATER ADSORPTION, AS DESCRIBED IN SECTION 3.2 OF THE UES EVALUATION REPORT NO 198. C. PROCEDURE FOR FOUNDATION PREPAR4TION. D. PROCEDURE FOR ALLAN BLOCK UNIT PLACEMENT, INCLUDING ALIGNMENT AND INCLINATION. E. PROCEDURE FOR GEOGRID REINFORCEMENT TYPE (MANUFACTURER AND MODEL NUMBER) AND PLACEMENT. F. PROCEDURE FOR BACKFILL AND COMPACTION. G. PROCEDURE FOR WATER MANAGEMENT AND DRAINAGE PROVISIONS. 3. THE STRUCTURAL DESIGN OF THE KEYSTONE RETAINING WALLS HAS BEEN REVIEWED AND APPROVED BY ESGIL CORP. AS PC 15 -2106. DRAWING INDEX. RW.1 — RW TITLE SHEET REFERENCES RW.2 — GENERAL NOTES RW.3 — GENERAL NOTES ENGINEERING DEPARTMENT RW 4 — RETAINING WALL NO 1 PROFILES RW5 — RETAINING WALL NO 1 SECTIONS RW 6 — RETAINING WALL NO 8 PROFILES RW7 — RETAINING WALL NO 8 SECTIONS DATE FOR RANCHO SUMMIT WALL NO 8 WALL NO 7 -�\ RETAINING WALL KEY MAP ENGINEER OF WORK DECLARATION I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF OCEANSIDE IS A REVIEW FOR THIS LIMITED PURPOSE OF ENSURING THE PLANS COMPLY WITH CITY PROCEDURES AND OTHER APPLICABLE POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. AS ENGINEER OF WORK, I AGREE TO INDEMNIFY AND SAVE THE CITY OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY, CLAIMS, DAMAGES OR INJURIES TO ANY PERSON OR PROPERTY WHICH MIGHT ARISE FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF WORK, MY EMPLOYEES, AGENTS OR CONSULTANTS. R.C.E. 047327 �— S �6 ERNEST H. GRABBE, JR. UCENSE NO. DATE NEW SHEET K No. C047327 * \ Exp. 1231 ,1j, / * CAL KOLOA PACIFIC CONSTRUCTION, INC. 12527 KIRKHAM CT, POWAY, CA 92004 (858) 488 -7800 (858) 480-7811 LICENSE NO. A- 930720 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESK er DRAG er cHEJAL APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GL ADDED SHEET 411311 COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M'KD 1938 —H28 -148. ELEV.= 148.221, A.M.S.L. NGVD29 n_ HORIZONAL 1 —40 VERTICAL 1 . =10 PLANS PREPARED UNDER THE SUPERVISION OF pq�; 4/4/16 SEE ABovE R.C.E. NO. 047327 ERNEST H. GRABBE, JR. EXP. 12/31/17 RECOMMENDED APPROVED BY: BY: DATE: DATE: I! WALL IMPROVEMENT PLANS FOR: FORTUNA RANCH ROAD AND �'TRANCHO'SUMMIT DRIVE 31 6242 -0 SIGN DATE SHEET 1C F 29 GENERAL NOTES SOIL NOTES SOIL LOADING CONSIDERED IN THIS DESIGN AND CALCULATIONS ARE BASED ON THE FOLLOWING PARAMETERS: INTERNAL FRICTION ANGLE COHESION UNIT WEIGHT DEG. PSF PrF Aznll TYPE INFILL SOIL RETAINED SOIL FOUNDATION SOIL 42 1 0 1 138 1 SANDY GRAVEL W17H SILT 42 1 0 1 138 1 SANDY GRAVEL WITH SILT 42 1 200 1 138 1 SANDY GRAVEL WITH SILT SEISMIC LOADING CONSIDERED IN THIS DESIGN IS BASED ON THE FOLLOWING PARAMETERS: SEISMIC COEFFICIENT AO 0.2 ALLOWABLE LATERAL DEFLECTION EXTERNAL 3 IN ALLOWABLE LATERAL DEFLECTION INTERNAL 3 IN G. FREEZE THAW TESTING CRITERIA THE NEED FOR HIGHER LEVELS OF FREEZE THAW DURABILITY IS PRIMARILY A REGIONAL REQUIREMENT. IN LIEU OF WRITTEN CRITERION FROM A LOCAL GOVERNING BODY OR PUBLIC AUTHORITY; THE FOLLOWING PROVIDES TESTING CRITERION FOR AREAS CONSIDERED NEGLIGIBLE, MODERATE OR SEVERE (REFERENCE NATIONAL CONCRETE MASONRY ASSOCIATION): EXPOSURE AVERAGE WINTER LOW TEMPERATURE NEGLIGIBLE > 32 DEG F (0 DEGREES C) MODERATE < 32 DEG AND >20 DEG F (0 AND -7 C) SEVERE <20 DEG F ( -7 DEG C) A. NEGLIGIBLE: MINIMUM COMPRESSIVE STRENGTH PER DESIGN SPECIFICATIONS, NO FREEZE -THAW TESTING IS REQUIRED. B. MODERATE: IF BLOCK UNITS ARE NOT EXPOSED TO DEICING SALTS: MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI 28 MPA, LESS THAN T% WEIGHT LOSS AFTER 100 CYCLES FOR 5 OF 5 SPECIMENS OR LESS THAN 1.5% WEIGHT LOSS AFTER 150 CYCLES FOR 4 OF 5 SPECIMENS. TESTED USING ASTM C1262 IN TAP WATER. C. MODERATE /SEVERE: IF BLOCK UNITS ARE EXPOSED TO DEICING SALTS: MINIMUM COMPRESSIVE STRENGTH OF 5800 PS! (40 MPA), WHERE UNITS WILL BE EXPOSED TO DE -ICING SALTS: LESS THAN 198 WEIGHT LOSS AFTER 40 CYCLES FOR 5 OF 5 SPECIMENS OR LESS THAN 1.5% WEIGHT LOSS AFTER 50 CYCLES FOR 4 OF 5 SPECIMENS. TESTED USING S7M C1262 IN 3% SALINE SOLUTION. IN NORTHERN CLIMATES THAT ARE CONSIDERED TO BE MORE ARID, THE ENVIRONMENT THAT CREATES FREEZE -THAW DURABILITY ISSUES MAY NOT BE PRESENT. THE LOCAL ENGINEER OF RECORD NEEDS TO EVALUATE IF CONTINUED WETTING OF THE FACING UNITS CREATES AN ENVIRONMENT WHERE DURABILITY CONCERNS ARE WARRANTED. CONSTRUCTION NOTES 1 THE SEISMIC ACCELERATION COEFFICIENT USED IN THE ANALYSIS OF THE DIFFERENT MODES OF PERFORMANCE, EXTERNAL, INTERNAL, AND INTERNAL COMPOUND 2.2 WALL ROCK SHALL BE COMPARABLE IN MAGNITUDE TO THE COEFFICIENT USED BY THE OWNER OR OWNER'S REPRESENTATIVE FOR ANY SLOPES ABOVE THE RETAINING WALL. A. MATERIAL MUST BE WELL- GRADED COMPACTABLE AGGREGATE, 0.25 IN. TO 1.5 IN., (6 MM - 38 MM) WITH NO MORE THAN 10% PASSING THE 1200 SIEVE (ASTM 2 ACTUAL SOIL PARAMETERS MUST MEET OR EXCEED THESE LISTED CONDITIONS TO BE USED IN WALL CONSTRUCTION. IN GENERAL, GRANULAR SOILS fFRICT70N ANGLE GREATER THAN OR EQUAL TO 32 DEGREES D422). ARE RECOMMENDED AS INFILL SOIL. FINE GRAINED COHESIVE SOILS (FRICTION ANGLE LESS THAN 32 DEGREES) WITH LOW PLASTICITY (PI LESS THAN 20) MAY BE USED IN WALL CONSTRUCTION, BUT ADDITIONAL SACKFILLING AND COMPACTION EFFORTS ARE REQUIRED. ALLAN BLOCK S. MATERIAL BEHIND AND WITHIN THE BLOCKS MAY BE THE SAME MATERIAL. CORPORATION HAS NOT VERIFIED THESE DESIGN CONDITIONS, AND IF REQUIRED THE SOIL PARAMETERS SHALL BE CONFIRMED BY THE SITE GEOTECHNICAL ENGINEER 2.3 INFILL SOIL OR OTHERS PRIOR TO WALL CONSTRUCTION. 3 SUBSTITUTION OF INFILL SOILS ARE STRICTLY PROHIBITED UNLESS APPROVED BY THE ENGINEER OF RECORD. A. INFILL MATERIAL SHALL BE SITE EXCAVATED SOILS WHEN APPROVED BY THE ON -SITE SOILS ENGINEER UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS. UNSUITABLE 4 IN THIS ANALYSIS, THE EFFECTIVE FRICTION ANGLE WITHOUT THE ADDITION OF COHESION IS USED TO DETERMINE THE DESIGN STRENGTH OF THE SOIL WHEN CALCULATING SOILS FOR BACKFILL (HEAVY CLAYS OR ORGANIC SOILS) SHALL NOT BE USED IN THE REINFORCED SOIL MSS. FINE GRAINED COHESIVE SOILS (F <31) MAY BE USED LATERAL FORCES. AT THE DISCRETION OF THE ENGINEER OF RECORD, COHESION MAY BE USED WHEN CALCULATING THE ULTIMATE BEARING CAPACITY EVEN THOUGH IN WALL CONSTRUCTION, BUT ADDITIONAL LING, COMPACTION AND WATER MANAGEMENT EFFORTS ARE REQUIRED. POORLY GRADED SANDS, EXPANSIVE CLAYS IT IS TYPICALLY IGNORED. l) P >20 OR A LIQUID LIMIT (LL) >40 SHOULD NOT BE USED IN WALL CONSTRUCTION. AND /OR SOILS WITH A PLASTICITY INDEX (PI) >2 6 GLOBAL STABILITY IS NOT CONSIDERED IN THIS DESIGN. SEISMIC LOADING IS CONSIDERED IN THIS DESIGN. B. THE INFILL SOIL USED MUST MEET OR EXCEED THE DESIGNED FRICTION ANGLE AND DESCRIPTION NOTED ON THE DESIGN CROSS SECTIONS, AND MUST BE FREE RECOMMENDED APPROVED BY: BY: DATE: DATE. 41l3sL 6 OF DEBRIS AND CONSIST OF ONE OF THE FOLLOWING INORGANIC USCS SOIL TYPES: GP, GW, SW, SP, GP -GM OR SP -SM MEETING THE FOLLOWING GRADATION AS DETERMINED 7 HYDROSTATIC LOADING IS NOT CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE PROVIDED SUCH THAT HYDROSTATIC LOADING (PORE PRESSURE) IN ACCORDANCE WITH ASTM D422. DOES NOT DEVELOP IN THE REINFORCED ZONE. SIEVE SIZE PERCENT PASSING 8 SURCHARGE OR CONTAINS PLACEMENT ANY (( )) ( METERS), OHESIVE 1 INCH (25 MM) 100 - 75 SOILS, COMPAC77ONLITEEST FREQUENCY AND LOCH ON SHALL BE DETERMINED BY THE OF RECORD OR S OTHEWISE N0. 4 (4.75 MM) 100 - 20 SPECIFIED. 9 ALL FILL PLACED ABOVE WALLS SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS FOR ALL OTHER REINFORCED MATERIAL. NO. 40 (0.425 MM) _O - 60 10 RETAINING WALL UNITS AND INSTALLATION SHALL CONFORM TO THE ALLAN BLOCK MODULAR RETAINING WALL SYSTEMS SPECIFICATION GUIDELINES, GEOGRID REINFORCEMENT NO. 200 (0.075 MM) _O - 35 SYSTEMS SPECIFICATION GUIDELINES, AND WATER MANAGEMENT SPECIFICATION GUIDELINES AS PUBLISHED IN THE AB SPEC BOOK AND THE AB ENGINEERING MANUAL. C. WHERE ADDITIONAL FILL IS REQUIRED, CONTRACTOR SHALL SUBMIT SAMPLE AND SPECIFICATIONS TO THE WALL DESIGN ENGINEER OR THE ONSITE SOILS ENGINEER 11 RETAINING WALLS MUST BE INSTALLED AND CONSTRUCTED ACCORDING TO THE CONTRACT DRAWINGS. THE RETAINING WALL PLAN VIEW IS FOR WALL IDENTIFICATION FOR APPROVAL AND THE APPROVING ENGINEER MUST CERTIFY THAT THE SOILS PROPOSED FOR USE HAS PROPERTIES MEETING OR EXCEEDING ORIGINAL DESIGN STANDARDS. ONLY. 12 GEOGRID SPACING IS DETERMINED BY STRUCTURAL CROSS- SECTION DESIGN REQUIREMENTS. TO INSURE PROPER GEOGRID PLACEMENT CONTRACTOR MUST REVIEW BOTH PART 3: WALL CONSTRUCTION ELEVATION VIEW AND CROSS SECTIONS PRIOR TO WALL CONSTRUCTION. 3.1 CONTRACTOR REQUIREMENTS 13 SUGGESTED QUALITY ASSURANCE REQUIREMENTS: A QUALIFIED ENGINEER OR TECHNICIAN SHALL SUPERVISE THE WALL CONSTRUCTION TO VERIFY FIELD AND SITE SOIL CONDITIONS. IN THE EVENT THAT THE SITE GEOTECHNICAL ENGINEER DOS NOT PERFORM THIS WORK, A QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN CONTRACTORS SHALL BE TRAINED AND CERTIFIED BY LOCAL MANUFACTURER OR EQUIVALENT ACCREDITED ORGANIZATION. SHALL BE CONSULTED TO ASSURE THE ALLAN BLOCK WALL IS CONSTRUCTED WITH PROPER SOIL PARAMETERS. A. ALLAN BLOCK AND NCMA HAVE CERTIFICATION PROGRAMS THAT ARE ACCREDITED. IDEN77FY WHEN ADVANCED CERTIFICATION LEVELS ARE APPROPRIATE BASED ON COMPLEXITY AND CRITICALITY OF PROJECT APPLICATION. B. ?CON7RACTORS SHALL PROVIDE A LIST OF PROJECTS THEY HAVE COMPLETED. SURFACE DRAINAGE NOTES 3.2 EXCAVATION 1 RAINFALL AND 07HER WATER .SOURCES SUCH AS IRRIGATION ACTIVITIES CAN BE DEFINED S SURFACE WATER. THE RETAINING WALL DESIGN SHALL TAKE INTO CONSIDERATION A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL USE CAUTION NOT TO OVER- EXCAVATE THE MANAGEMENT OF THIS WATER. BEYOND THE LINES SHOWN, OR TO DISTURB THE BASE ELEVATIONS BEYOND THOSE SHOWN. 2 SITE GRADING SHALL BE DESIGNED TO ROUTE SURFACE WATER AROUND AND AWAY FROM THE WALL. B. CONTRACTOR SHALL VERIFY LOCATIONS OF EXIS77NG STRUCTURES AND UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL ENSURE ALL SURROUNDING STRUCTURES 3 THE INTERNAL DRAINAGE SYSTEM OF THE RETAINING WALL IS DESIGNED TO REMOVE INCIDENTAL WATER THAT INFILTRATES INTO THE SOIL BEHIND THE WALL. ADEQUATE ARE PROTECTED FROM THE EFFECTS OF WALL EXCAVATION. STORM WATER DRAINAGE SYSTEMS ARE REQUIRED TO COMPLETELY DRAIN THE AREA AROUND THE RETAINING WALL STRUCTURE. 4 DRAIN PIPING, TOE DRAIN, SHOULD BE LOCATED AT THE BACK OF THE ROCK DRAIN FIELD BEHIND THE WALL AS CLOSE TO THE BOTTOM OF THE WALL AS ALLOWED j.3 FOUNDATION SOIL PREPARATION WHILE STILL MAINTAINING A POSITIVE GRADIENT FOR DRAINAGE TO DAYLIGHT, OR TO A STORM WATER MANAGEMENT SYSTEM. A. FOUNDATION SOIL SHALL BE DEFINED AS ANY SOILS LOCATED BENEATH A WALL 5 A HEEL DRAIN MAY BE REQUIRED AT BACK OF THE CUT TO ROUTE WATER AWAY FROM THE REINFORCED SOIL MASS DURING THE CONSTRUCTION PROCESS. B. FOUNDATION SOIL SHALL BE EXCAVATED AS DIMENSIONED ON THE PLANS AND COMPACTED TO A MINIMUM OF 95% OF STANDARD PROCTOR (ASTM D698) PRIOR TO 6 GROUND WATER CAN BE PRESENT WITHIN THE SOIL DUE TO SURFACE INFILTRATION OR WATER TABLE FLUCTUATION. IF GROUND WATER 1S ENCOUNTERED DURING CONSTRUCTION, PLACEMENT OF THE BASE MATERIAL. AN ADEQUATE DRAINAGE SYSTEM MUST BE INSTALLED OR THE WALL DESIGN MUST CONSIDER THE PRESENCE OF WATER WITHIN THE SOIL MASS. C. FOUNDATION SOIL SHALL BE EXAMINED BY THE ON -SITE SOILS ENGINEER TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS ASSUMED 7 ALL WATER COLLECTION DEVICES SUCH AS ROOF DOWNSPOUTS, STORM SEWERS, AND CURB GUTTERS MUST BE DESIGNED TO ACCOMMODATE MAXIMUM FLOW RATES AND DESIGN STRENGTH. SOIL NOT MEETING THE REQUIRED STRENGTH SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIAL. OUTLET OUTSIDE THE RETAINING WALL AREA. 8 RETAINING WALLS IN CONDITIONS THAT ALLOW STANDING WATER TO OVERLAP THE WALL FACE ARE CONSIDERED WATER APPLICATIONS. THESE WALLS REQUIRE SPECIFIC 3.4 BASE DESIGN AND CONSTRUCTION STEPS TO ENSURE PERFORMANCE. A. THE BASE MATERIAL SHALL BE THE SAME AS THE WALL ROCK MATERIAL (SECTION 2.2) OR A LOW PERMEABLE GRANULAR MATERIAL. B. BASE MATERIAL SHALL BE PLACED AS SHOWN ON THE CONSTRUCTION DRAWING. TOP OF BASE SHALL BE LOCATED TO ALLOW BOTTOM WALL UNITS TO BE BURIED TO PROPER DEPTHS AS PER WALL HEIGHTS AND SPECIFICATIONS. A. ASTM C1372 STANDARD SPECIFICATION FOR SEGMENTAL RETAINING WALL UNITS. C. BASE MATERIAL SHALL BE INSTALLED ON UNDISTURBED NATIVE SOILS OR SUITABLE REPLACEMENT FILLS COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR B. ASTM C1262 EVALUATING THE FREEZE THAW DURABILITY OF MANUFACTURED CMUS AND RELATED CONCRETE UNITS (ASTM D698). C. ASTM D698 MOISTURE DENSITY RELATIONSHIP FOR SOILS, STANDARD METHOD D. BASE SHALL BE COMPACTED AT 95% STANDARD PROCTOR (ASTM D698) TO PROVIDE A LEVEL HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF BLOCKS. TO SMOOTH D. ASTM 0422 GRADATION OF SOILS THE BASE SHALL BE CONSTRUCTED TO ENSURE PROPER WALL EMBEDMENT AND THE FINAL ELEVATION SHOWN ON THE PLANS. WELL- GRADED SAND CAN BE USED THE TOP 112 IN. (13 MM) ON THE BASE MATERIAL. E. ASTM C140 SAMPLE AND TESTING CONCRETE MASONRY UNITS E. BASE MATERIAL SHALL BE A 4 IN. (100 MM) MINIMUM DEPTH FOR WALLS UNDER 4 FT (1.2 M) AND A 6 IN. (150 MM) MINIMUM DEPTH FOR WALLS OVER 4 FT 1.4 DELIVERY, STORAGE, AND HANDLING (1.2 M). A. CONTRACTOR SHALL CHECK THE MATERIALS UPON DELIVERY TO ASSURE PROPER MATERIAL HAS BEEN RECEIVED. 3.5 UNIT INSTALLATION B. CONTRACTOR SHALL PREVENT EXCESSIVE MUD, CEMEN7777OUS MATERIAL, AND LIKE CONSTRUCTION DEBRIS FROM COMING IN CONTACT WITH THE MATERIALS. A. ?INSTALL UNITS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR THE SPECIFIC CONCRETE RETAINING WALL UNIT, AND AS C. CONTRACTOR SHALL PROTECT THE MATERIALS FROM DAMAGE. DAMAGED MATERIAL SHALL NOT BE INCORPORATED IN THE PROJECT (ASTM C1372). SPECIFIED HEREIN. B. ENSURE THAT UNITS ARE IN FULL CONTACT WITH BASE. PROPER CARE SHALL BE TAKEN TO DEVELOP STRAIGHT LINES AND SMOOTH CURVES ON BASE COURSE AS PER WALL LAYOUT. SPECIFICATION GUIDELINES: ALLAN BLOCK MODULAR RETAINING WALL SYSTEMS C. FILL ALL CORES AND CAVITIES AND A MINIMUM OF 12 IN. (300 MM) BEHIND THE BASE COURSE WITH WALL ROCK. USE INFILL SOILS BEHIND THE WALL ROCK THE FOLLOWING SPECIFICATIONS PROVIDE ALLAN BLOCK CORPORATION'S TYPICAL REQUIREMENTS AND RECOMMENDATIONS. AT THE ENGINEER OF RECORD'S DISCRETION AND APPROVED SOILS IN FRONT OF THE BASE COURSE TO FIRMLY LOCK IN PLACE. CHECK AGAIN FOR LEVEL AND ALIGNMENT. USE A PLATE COMPACTOR TO CONSOLIDATE THESE SPECIFICATIONS MAY BE REVISED TO ACCOMMODATE SITE SPECIFIC DESIGN REQUIREMENTS. THE AREA BEHIND THE BASE COURSE. ALL EXCESS M47ERIAL SHALL BE SWEPT FROM TOP OF UNITS. D. INSTALL NEXT COURSE OF WALL UNITS ON TOP OF BASE COURSE. POSITION BLOCKS TO BE OFFSET FROM SEAMS OF BLOCKS BELOW. PERFECT RUNNING BOND 1S SECTION 1: ALLAN BLOCK MODULAR RETAINING WALL SYSTEMS NOT ESSENTIAL, BUT A 3 IN. (75 MM) MINIMUM OFFSET IS RECOMMENDED. CHECK EACH BLOCK FOR PROPER ALIGNMENT AND LEVEL. FILL ALL CAVITIES IN AND AROUND WALL UNITS AND TO A MINIMUM OF 12 IN. 300 MM) DEPTH BEHIND BLOCK WITH WALL ROCK. FOR TALLER WALL APPLICATION THE DEPTH OF WALL ROCK PART 1: GENERAL BEHIND THE BLOCK SHOULD BE INCREASED; WALLS FROM 15 FT (4.57 M TO 25 FT (7.62 M) SHOULD HAVE A MINIMUM OF 2 FT ((0.61 M)) AND WALLS ABOVE 25FT 7.62 M) SHOULD HAVE A MINIMUM OF 3 FT (0.9 M . SPREAD INnLL SOIL IN UNIFORM LIFTS NOT EXCEEDING 8 IN. (200 MM) IN UNCOMPACTED THICKNESS AND 1.1 SCOPE COMPACT TO 95% OF STANDARD PROCTOR (ASTM D698) BEHIND THE CONSOLIDATION ZONE. E THE CONSOLIDATION ZONE SHALL BE DEFINED S 3 FT (0.9 M) BEHIND THE WALL. COMPACTION WITHIN THE CONSOLIDATION ZONE SHALL BE ACCOMPLISHED WORK INCLUDES FURNISHING AND INSTALLING MODULAR CONCRETE BLOCK RETAINING WALL UNITS TO THE LINES AND GRADES DESIGNATED ON 774E CONSTRUCTION DRAWINGS BY USING A HAND OPERATED PLATE COMPACTOR AND SHALL BEGIN BY RUNNING THE PLATE COMPACTOR DIRECTLY ON THE BLOCK AND THEN COMPAC77NG IN PARALLEL AND AS SPECIFIED HEREIN. PATHS FROM THE WALL FACE UN77L THE EN77RE CONSOLIDATION ZONE HAS BEEN COMPACTED. A MINIMUM OF TWO PASSES OF THE PLATE COMPACTOR ARE REQUIRED WITH MAXIMUM LIFTS OF 8 IN. 200 MM). EXPANSIVE OR FINE - GRAINED SOILS MAY REQUIRE ADDITIONAL COMPACTION PASSES AND /OR SPECIFIC COMPACTION EQUIPMENT 1.2 APPLICABLE SECTIONS OF RELATED WORK SUCH AS A SHEEPSFOOT ROLLER MAXIMUM LIFTS OF 4 INCHES (100 MM) MAY BE REQUIRED TO ACHIEVE ADEQUATE COMPACTION WITHIN THE CONSOLIDATION ZONE. EMPLOY METHODS USING LIGHTWEIGHT COMPACTION EQUIPMENT THAT WILL NOT DISRUPT THE STABILITY OR BATTER OF THE WALL FINAL COMPACTION REQUIREMENTS SECTION 2: GEOGRID WALL REINFORCEMENT IN THE CONSOLIDATION ZONE SHALL BE ESTABLISHED BY THE ENGINEER OF RECORD. 1.3 REFERENCE STANDARDS F. INSTALL EACH SUBSEQUENT COURSE IN LIKE MANNER. REPEAT PROCEDURE TO THE EXTENT OF WALL HEIGHT. G. AS WITH ANY CONSTRUCTION WORK, SOME DEVIATION FROM CONSTRUCTION DRAWING ALIGNMENTS WILL OCCUR. VARIABILITY IN CONSTRUCTION OF SRWS IS APPROXIMATELY PART 2: MATERIALS ORUMODT MODIFIED DTURFNG CONSTRUCTION BASED URETAINING O MINATION OF NUMEROUS COMPLETED SRWSE THE FOLLOW/ G RECOMMENDED ED MINIMUM TOLERANC SP CAN BE ACHIEVED WITH GOOD CONSTRUCTION TECHNIQUES. 2.1 MODULAR WALL UNITS VER77CAL CONTROL - + -1.25 IN. (32 MM) MAX. OVER 10 FT (3 M) DISTANCE A. WALL UNITS SHALL BE ALLAN BLOCK RETAINING WALL UNITS S PRODUCED BY A LICENSED MANUFACTURER. HORIZONTAL LOCATION CONTROL - STRAIGHT LINES + -1.25 IN. (32 MM) OVER A 10 FT (3 M) DISTANCE. B. WALL UNITS SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI (20.7 MPA) IN ACCORDANCE WITH ASTM C1372. THE CONCRETE UNITS SHALL ROTATION - FROM ESTABLISHED PLAN WALL BATTER: 2.0 DEG. HAVE ADEQUATE FREEZE -THAW PR07EC77ON WITH AN AVERAGE ABSORPTION RATE IN ACCORDANCE WITH ASTM C1372 OR AN AVERAGE ABSORPTION RATE OF 7.5 LB /FT BULGING - 1.0 IN. (25 MM) OVER A 10 FT (3.0 M) DISTANCE (120 KG /M ) FOR NORTHERN CLIMATES AND 10 LB /FT3 (160 KG /M ) FOR SOUTHERN CLIMATES. 3.6 ADDITIONAL CONSTRUCTION NOTES C. EXTERIOR DIMENSIONS SHALL BE UNIFORM AND CONSISTENT. MAXIMUM DIMENSIONAL DEVIATIONS ON THE HEIGHT OF ANY TWO UNITS SHALL BE 0.125 IN. (3 A NOTE THAT THE SOIL BEHIND THE LOWER WALL IS ALSO THE FOUNDATION SOIL MM). D. WALL UNITS SHALL PROVIDE A MINIMUM OF 110 LBS TOTAL WEIGHT PER SQUARE FOOT OF WALL FACE AREA (555 KG /M ). FILL CONTAINED WITHIN THE UNITS ENEATHNTHEAUPPER WALLS THIS SOIL SHARLLL BE COMPACTEDI TO AOMINIMUM OF 5 OF STANDARD PROCTOR (ASTM D698) PRIOR TO PLACEMENT OF THE MATERIAL MAY BE CONSIDERED 80% EFFECTIVE WEIGHT. UPPER DEFORMATION OF THE UPPER ACE SHALL E. EXTERIOR FACE SHALL BE TEXTURED. COLOR AS SPECIFIED BY OWNER. THE SOIILGWITH WALL ROCK AND COMPACT N 8I N. (200 WHEN USI�NON-SITE OILS, COMPACT LIFTS OF IN. (100 MM)WOR ASTREQUIREDE TO ACHIEVE SPECIFIED COMPACTION. F. FREEZE THAW DURABILITY: LIKE ALL CONCRETE PRODUCTS, DRY -CAST CONCRETE SRW UNITS ARE SUSCEPTIBLE TO FREEZE -THAW DEGRADATION WITH EXPOSURE B. FILTER FABRIC USE IS NOT SUGGESTED FOR USE WITH COHESIVE SOLES. CLOGGING OF SUCH FABRIC CREATES UNACCEPTABLE HYDROSTATIC PRESSURES IN SOIL TO DE -ICING SALTS AND COLD TEMPERATURE. THIS IS A CONCERN NORTHERN TIER STATES OR COUNTRIES THAT USE DEICING SALTS. BASED GOOD PERFORMANCE REINFORCED STRUCTURES. WHEN FILTRATION IS DEEMED NECESSARY IN COHESIVE SOILS, USE A THREE DIMENSIONAL FILTRATION SYSTEM OF CLEAN SAND OR FILTRATION EXPERIENCE BY SEVERAL AGENCIES, ASTM C1372 OR EQUIVALENT GOVERNING STANDARD OR PUBLIC AUTHORITY, STANDARD SPECIFICATION FOR SEGMENTAL RETAINING AGGREGATE. WALL UNITS SHOULD BE USED AS A MODEL, EXCEPT THAT, TO INCREASE DURABILITY, THE COMPRESSIVE STRENGTH FOR THE UNITS SHOULD BE INCREASED TO A MINIMUM OF 4,000 PSI (28 MPA) UNLESS LOCAL REQUIREMENTS DICTATE HIGHER LEVELS. ALSO, MAXIMUM WATER ABSORPTION SHOULD BE REDUCED AND REQUIREMENTS FOR C. EMBANKMENT PROTECTION FABRIC IS USED T STABILIZE INFILL MATERIALS FROM 0 STABIL E RIP RAP AND FOUNDATION SOILS IN WATER APPLICATIONS AND TO SEPARATE - TEE FREEZE THAW STING INCREASED. THE RETAINED SOILS. THIS FABRIC SHOULD PERMIT E ENT PROTECTION FABRIC SHALL M THE PASSAGE OF FINES TO PRECLUDE CLOGGING OF THE MATERIAL. EMBANKMENT A. REQUIRE A CURRENT PASSING ASTM C 1262 OR EQUIVALENT GOVERNING STANDARD OR PUBLIC AURTHORITY, TEST REPORT FROM MATERIAL SUPPLIER IN NORTHERN BE A HIGH STRENGTH POLYPROPYLENE MONOFILAMENT MATERIAL DESIGNED TO MEET OR EXCEED TYPICAL CORPS OF ENGINEERS PLASTIC FILTER FABRIC SPECIFICATIONS OR COLD WEATHER CLIMATES. (CW- 02215); STABILIZED AGAINST ULTRAVIOLET (UV) DEGRADATION AND TYPICALLY EXCEEDING THE VALUES IN TABLE 1, PAGE 7 OF THE AB SPEC BOOK, B. WHERE DE -ICING CHEMICALS LAND ON A SRW RETAINING WALL, CONSIDER A MORE DURABLE CAPPING UNIT. DURABILITY CONCERNS OCCUR WHERE THERE ARE SATURATED D. WATER MANAGEMENT IS OF EXTREME CONCERN DURING AND AFTER CONSTRUCTION. STEPS MUST BE TAKEN TO ENSURE THAT DRAIN PIPES ARE PROPERLY INSTALLED CONDITIONS IN REPEATED FREEZING AND THAWING CONDITIONS. AND VENTED TO DAYLIGHT AND A GRADING PLAN HAS BEEN DEVELOPED THAT ROUTES WATER AWAY FROM THE RETAINING WALL LOCATION. SITE WATER MANAGEMENT IS REQUIRED BOTH DURING CONSTRUCTION OF THE WALL AND AFTER COMPLETION OF CONSTRUCTION. C. IN AREAS WHERE SRW'S ARE EXPOSED TO REPEATED EXPOSURE FROM SNOW REMOVAL EQUIPMENT, CONSIDER SEALANTS OR WATER REPELLING CHEMICALS PERIODICALLY APPLIED TO THE WALLS (SILANE AND SILOXANE COMPOUNDS). AS BUILT ERNEST H. GRABBE, JR. R.C.E. NO. 047327 DA TE NEW SHEET 0 KOLOA PACIFIC CONSTRUCTION, INC. 12527 KIRKHAM CT, POWAY, CA 92064 (858) 486 -7800 (858) 486 -7811 LICENSE NO. A- 930720 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. G ADDED SHEET 4 I COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HWY. BENEATH CONC. FLUME CENTER, 1938-H28-148. ULVERT, STD. TAB M'KD 148.221, A.M.S.L. NGVD29 HORIZONAL 1 "--40' VERTICAL 1° =10' PLANS PREPARED UNDER THE SUPERVISION OF DAT; 4/4/16 R.C.E. NO. 047327 ERNEST H. GRABBE, JR. EXP. 12131117 RECOMMENDED APPROVED BY: BY: DATE: DATE. 41l3sL 6 WALL IMPROVEMENT PLANS FOR: �/� FORM rVRi VNA RANCH ROAD AND NA RANCHO SUMMIT DRIVE CITY OF FNCINI TAS T.M. 89- 031 6202 -G SIGN DATE SHEET 1 D OF 29 SPECIFICATION GUIDELINES. GEOGRID REINFORCEMENT SYSTEMS THE FOLLOWING SPECIFICATIONS PROVIDE ALLAN BLOCK CORPORATIONS TYPICAL REQUIREMENTS AND RECOMMENDATIONS. AT THE ENGINEER OF RECORD'S DISCRETION THESE SPECIFICATIONS MAY BE REVISED TO ACCOMMODATE SITE SPECIFIC DESIGN REQUIREMENTS. SECTION 2 PART is GENERAL SECTION 3 1.1 SCOPE PART 1: WORK INCLUDES FURNISHINGS AND INSTALLING GEOGRID REINFORCEMENT, WALL BLOCK, AND BACKRLL TO THE LINES AND GRADES DESIGNATED ON THE CONSTRUCTION DRAWINGS AND AS SPECIFIED HEREIN. 1.2 APPLICABLE SECTIONS OF RELATED WORK SECTION 1: ALLAN BLOCK MODULAR RETAINING WALL SYSTEMS. 1.3 REFERENCE STANDARDS SEE SPECIFIC GEOGRID MANUFACTURER'S REFERENCE STANDARDS. ADDITIONAL STANDARDS: A. ASTM 04595 - TENSILE PROPERTIES OF GEOTEXTILES BY THE WIDE -WIDTH STRIP METHOD B. ASTM D5262 - TEST METHOD FOR EVALUATING THE UNCONFINED CREEP BEHAVIOR OF GEOGRIDS C. ASTM D6638 GRID CONNECTION STRENGTH (SRW -Ul) D. ASTM D6916 SRW BLOCK SHEAR STRENGTH (SRW -U2) E. GRI -GG4 - GRID LONG TERM ALLOWABLE DESIGN STRENGTH (LTADS) F. ASTM D6706 - GRID PULLOUT OF SOIL 1.4 DELIVERY, STORAGE, AND HANDLING A. CONTRACTOR SHALL CHECK THE GEOGRID UPON DELIVERY TO ASSURE THAT THE PROPER MATERIAL HAS BEEN RECEIVED. B. GEOGRID SHALL BE STORED ABOVE -10 F ( -23 C). C. CONTRACTOR SHALL PREVENT EXCESSIVE MUD, CEMENTITIOUS MATERIAL, OR OTHER FOREIGN MATERIALS FROM COMING IN CONTACT WITH THE GEOGRID MATERIAL. PART 2: MATERIALS 2.1 DEFINITIONS A. GEOGRID PRODUCTS SHALL BE OF HIGH DENSITY POLYETHYLENE OR POLYESTER YARNS ENCAPSULATED IN A PROTECTIVE COATING SPECIFICALLY FABRICATED FOR USE AS A SOIL REINFORCEMENT MATERIAL. B. CONCRETE RETAINING WALL UNITS ARE AS DETAILED ON HE DRAWINGS AND SHALL BE ALLAN BLOCK RETAINING WALL UNITS. C. DRAINAGE MATERIAL IS FREE DRAINING GRANULAR MATERIAL AS DEFINED IN SECTION 1, 2.2 WALL ROCK. D. INFILL SOIL IS THE SOIL USED AS FILL FOR THE REINFORCED SOIL MASS. E. FOUNDATION SOIL IS THE IN -SITU SOIL. 2.2 PRODUCTS GEOGRID SHALL BE HE TYPE AS SHOWN ON THE DRAWINGS HAVING THE PROPERTY REQUIREMENTS AS DESCRIBED WITHIN HE MANUFACTURER'S SPECIFICATIONS. 2.3 ACCEPTABLE MANUFACTURERS A MANUFACTURER'S PRODUCT SHALL BE APPROVED BY THE WALL DESIGN ENGINEER. PART 3: WALL CONSTRUCTION 3.1 FOUNDATION SOIL PREPARATION A. FOUNDATION SOIL SHALL BE EXCAVATED TO THE LINES AND GRADES AS SHOWN ON THE CONSTRUCTION DRAWINGS, OR AS DIRECTED BY THE ON -SITE SOILS ENGINEER. B. FOUNDATION SOIL SHALL BE EXAMINED BY THE ON -SITE SOILS ENGINEER TO ASSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS ASSUMED DESIGN STRENGTH. C. OVER- EXCAVATED AREAS SHALL BE FILLED WITH COMPACTED BACKFILL MATERIAL APPROVED BY ON -SITE SOILS ENGINEER. D. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING STRUCTURES AND UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL ENSURE ALL SURROUNDING STRUCTURES ARE PROTECTED FROM THE EFFECTS OF WALL EXCAVATION. 3.2 WALL CONSTRUCTION WALL CONSTRUCTION SHALL BE AS SPECIFIED UNDER SECTION 1, PART 3, WALL CONSTRUCTION. 3.3 GEOGRID INSTALLATION A. INSTALL ALLAN BLOCK WALL TO DESIGNATED HEIGHT OF FIRST GEOGRID LAYER. BACKFILL AND COMPACT THE WALL ROCK AND INFILL SOIL IN LAYERS NOT TO EXCEED 8 IN. (200 MM) LIFTS BEHIND WALL TO DEPTH EQUAL TO DESIGNED GRID LENGTH BEFORE GRID IS INSTALLED. B. CUT GEOGRID TO DESIGNED EMBEDMENT LENGTH AND PLACE ON TOP OF ALLAN BLOCK TO BACK EDGE OF THE RAISED FRONT LIP OR WITHIN 1 IN. (25 MM) OF THE CONCRETE RETAINING WALL FACE WHEN USING AB ?FIELDSTONE. EXTEND AWAY FROM WALL APPROXIMATELY 3% ABOVE HORIZONTAL ON COMPACTED INFILL SOILS. C. LAY GEOGRID AT THE PROPER ELEVATION AND ORIENTATIONS SHOWN ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE WALL DESIGN ENGINEER. D. CORRECT ORIENTATION OF THE GEOGRID SHALL BE VERIFIED BY HE CONTRACTOR AND ON -SITE SOILS ENGINEER. STRENGTH DIRECTION IS TYPICALLY PERPENDICULAR TO WALL FACE. E. FOLLOW MANUFACTURERS GUIDELINES FOR OVERLAP REQUIREMENTS. IN CURVES AND CORNERS, LAYOUT SHALL BE AS SPECIFIED IN DESIGN DETAIL 9 -12: USING GRID WITH CORNERS AND CURVES, SEE PAGE 14 OF THE AB SPEC BOOK. F. PLACE NEXT COURSE OF ALLAN BLOCK ON TOP OF GRID AND FILL BLOCK CORES WITH WALL ROCK TO LOCK IN PLACE. REMOVE SLACK AND FOLDS IN GRID AND STAKE TO HOLD IN PLACE. G. ADJACENT SHEETS OF GEOGRID SHALL BE BUTTED AGAINST EACH OTHER AT THE WALL FACE TO ACHIEVE 100 PERCENT COVERAGE. H. GEOGRID LENGTHS SHALL BE CONTINUOUS. SPLICING PARALLEL TO THE WALL FACE IS NOT ALLOWED. 3.4 FILL PLACEMENT A. INFILL SOIL SHALL BE PLACED IN LIFTS AND COMPACTED AS SPECIFIED UNDER SECTION 1, PART 3.4, UNIT INSTALLATION. B. INFILL SOIL SHALL BE PLACED, SPREAD AND COMPACTED IN SUCH A MANNER THAT MINIMIZES THE DEVELOPMENT OF SLACK OR MOVEMENT OF THE GEOGRID. C. ONLY HAND - OPERATED COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN 3 FT (0.9 M) BEHIND THE WALL. THIS AREA SHALL BE DEFINED AS HE CONSOLIDATION ZONE. COMPACTION IN HIS ZONE SHALL BEGIN BY RUNNING THE PLATE COMPACTOR DIR C7LY ON HE BLOCK AND THEN COMPAC77NG IN PARALLEL PARS TO THE WALL FACE UNTIL THE ENTIRE CONSOLIDATION ZONE HAS BEEN COMPACTED. A MINIMUM OF TWO PASSES OF THE PLATE COMPACTOR ARE REQUIRED WITH MAXIMUM LIFTS OF 8 IN. (200 MM). SECTION 1, PART 3.4 E, PAGE 3 OF THE AB SPEC BOOK. D. WHEN FILL IS PLACED AND COMPACTION CANNOT BE DEFINED IN TERMS OF STANDARD PROCTOR DENSITY, THEN COMPACTION SHALL BE PERFORMED USING ORDINARY COMPACTION PROCESS AND COMPACTED SO THAT NO DEFORMATION IS OBSERVED FROM THE COMPACTION EQUIPMENT OR TO HE SATISFACTION OF THE ENGINEER OF RECORD OR THE SITE SOILS ENGINEER. E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID. A MINIMUM FILL THICKNESS OF 6 IN. (150 MM) IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TURNING OF TRACKED VEHICLES SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. F. RUBBER -TIRED EQUIPMENT MAY PASS OVER THE GEOGRID REINFORCEMENT AT SLOW SPEEDS, LESS THAN 10 MPH (16 KM /H). SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED. G. THE INFILL SOIL SHALL BE COMPACTED TO ACHIEVE 95% STANDARD PROCTOR (ASTM 0698). SOIL TESTS OF THE INFILL SOIL SHALL BE SUBMITTED TO THE ON -SITE SOILS ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE PLACEMENT OF ANY MATERIAL. THE CONTRACTOR IS RESPONSIBLE FOR ACHIEVING THE SPECIFIED COMPACTION REQUIREMENTS. THE ON -SITE SOILS ENGINEER MAY DIRECT THE CONTRACTOR TO REMOVE, CORRECT OR AMEND ANY SOIL FOUND NOT IN COMPLIANCE WITH THESE WRITTEN SPECIFICATIONS. H. AN INDEPENDENT TESTING FIRM SHOULD BE HIRED BY THE OWNER TO PROVIDE SERVICES. I. INDEPENDENT FIRM TO KEEP INSPECTION LOG AND PROVIDE WRITTEN REPORTS AT PREDETERMINED INTERVALS TO THE OWNER. J. TESTING FREQUENCY SHOULD BE SET TO ESTABLISH A PROPER COMPACTION PROTOCOL TO CONSISTENTLY ACHIEVE THE MINIMUM COMPACTION REQUIREMENTS SET BY THE DESIGN REQUIREMENTS. IF FULL TIME INSPECTION AND TESTING AT 8 INCH (20 CM) LIFTS IS NOT PROVIDED, THEN THE FOLLOWING TESTING FREQUENCY SHOULD BE FOLLOWED: A. ONE TEST FOR EVERY 8 INCHES (20 CM) OF VERTICAL FILL PLACED AND COMPACTED, FOR EVERY 25 LINEAL FEET (7.6 M) OF RETAINING WALL LENGTH, STARTING ON THE FIRST COURSE OF BLOCK. B. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF REINFORCED ZONE, INCLUDING THE AREA COMPACTED BY THE HAND - OPERATED COMPACTION EQUIPMENT. C. ONCE PROTOCOL IS DEEMED ACCEPTABLE, TESTING CAN BE CONDUCTED RANDOMLY AT LOCATIONS AND FREQUENCIES DETERMINED BY THE ON -SITE SOILS ENGINEER. K. SLOPES ABOVE THE WALL MUST BE COMPACTED AND CHECKED IN A SIMILAR MANNER. 3.5 SPECIAL CONSIDERATIONS A. GEOGRID CAN BE INTERRUPTED BY PERIODIC PENETRATION OF A COLUMN, PIER OR F0077NG STRUCTURE. B. ALLAN BLOCK WALLS WILL ACCEPT VERTICAL AND HORIZONTAL REINFORCING WITH REBAR AND GROUT. C. IF SITE CONDITIONS WILL NOT ALLOW GEOGRID EMBEDMENT LENGTH, CONSIDER THE FOLLOWING ALTERNATIVES. MASONRY REINFORCED WALLS - SOIL NAILING - INCREASED WALL BATTER - EARTH ANCHORS - DOUBLE ALLAN BLOCK WALL - ROCK BOLTS -NO -FINES CONCRETE SEE DESIGN DETAILS PAGE 16 AND 17 OF THE AB SPEC BOOK. D. ALLAN BLOCK MAY BE USED IN A WIDE VARIETY OF WATER APPLICATIONS AS INDICATED IN SECTION J. PART 1.8. SPECIFICATION GUIDELINES: WATER MANAGEMENT THE FOLLOWING SPECIFICATIONS PROVIDE ALLAN BLOCK CORPORATION'S TYPICAL REQUIREMENTS AND RECOMMENDATIONS. AT THE ENGINEER OF RECORDS DISCRETION THESE SPECIFICATIONS MAY BE REVISED TO ACCOMMODATE SITE SPECIFIC DESIGN REQUIREMENTS AS BUILT ERNEST H. GRABBE JR. DATE R.C.E. NO. 047327 1.1 SURFACE DRAINAGE GENERAL wWAI1MC6FHER WATER SOURCES SUCH AS IRRIGATION ACTIVITIES COLLECTED BY THE GROUND SURFACE ATOP THE RETAINING WALL CAN BE DEFINED AS SURFACE WATER. RETAINING WALL DESIGN SHALL TAKE INTO CONSIDERATION THE MANAGEMENT OF THIS WATER. A. AT THE END OF EACH DAYS CONSTRUCTION AND AT FINAL COMPLETION, GRADE HE BACKFILL TO AVOID WATER ACCUMULATION BEHIND THE WALL OR IN THE REINFORCED ZONE B. SURFACE WATER MUST NOT BE ALLOWED TO POND OR BE TRAPPED IN THE AREA ABOVE THE WALL OR AT THE TOE OF THE WALL. C. EXISTING SLOPES ADJACENT TO RETAINING WALL OR SLOPES CREATED DURING THE GRADING PROCESS SHALL INCLUDE DRAINAGE DETAILS SO THAT SURFACE WATER WILL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE SLOPE FACE AND /OR WALL. THIS MAY REQUIRE A COMBINATION OF BERMS AND SURFACE DRAINAGE DITCHES. D. IRRIGATION ACTIVITIES AT THE SITE SHALL BE DONE IN A CONTROLLED AND REASONABLE MANNER. IF AN IRRIGATION SYSTEM IS EMPLOYED, THE DESIGN ENGINEER OR IRRIGATION MANUFACTURE SHALL PROVIDE DETAILS AND SPECIFICATION FOR REQUIRED EQUIPMENT TO ENSURE AGAINST OVER IRRIGATION WHICH COULD DAMAGE THE STRUCTURAL INTEGRITY OF THE RETAINING WALL SYSTEM. E. SURFACE WATER THAT CANNOT BE DIVERTED FROM THE WALL MUST BE COLLECTED WITH SURFACE DRAINAGE SWALES AND DRAINED LATERALLY IN ORDER TO DISPERSE THE WATER AROUND THE WALL STRUCTURE. CONSTRUCTION OF A TYPICAL SWALE SYSTEM SHALL BE IN ACCORDANCE WITH DESIGN DETAIL 5: SWALES, OF THE AB SPEC BOOK. 1.2 GRADING THE SHAPING AND RE- CONTOURING OF LAND IN ORDER TO PREPARE IT FOR SITE DEVELOPMENT IS GRADING. SITE GRADING SHALL BE DESIGNED TO ROUTE WATER AROUND THE WALLS. A. ESTABLISH FINAL GRADE WITH A POSITIVE GRADIENT AWAY FROM THE WALL STRUCTURE. CONCENTRATIONS OF SURFACE WATER RUNOFF SHALL BE MANAGED BY PROVIDING NECESSARY STRUCTURES, SUCH AS PAVED DITCHES, DRAINAGE SWALES, CATCH BASINS, ETC. B. GRADING DESIGNS MUST DIVERT SOURCES OF CONCENTRATED SURFACE FLOW, SUCH AS PARKING LOTS, AWAY FROM THE WALL. 1.3 DRAINAGE SYSTEM THE INTERNAL DRAINAGE SYSTEMS OF THE RETAINING WALL CAN BE DESCRIBED AS THE MEANS OF ELIMINATING THE BUILDUP OF INCIDENTAL WATER WHICH INFILTRATES THE SOILS BEHIND THE WALL. DRAINAGE SYSTEM DESIGN WILL BE A FUNCTION OF THE WATER CONDITIONS ON THE SITE. POSSIBLE DRAINAGE FACILITIES INCLUDE TOE AND HEEL DRAINAGE COLLECTION PIPES AND BLANKET OR CHIMNEY ROCK DRAINS OR OTHERS. DESIGN ENGINEER SHALL DETERMINE THE REQUIRED DRAINAGE FACILITIES TO COMPLETELY DRAIN THE RETAINING WALL STRUCTURE FOR EACH PARTICULAR SITE CONDITION. A. ALL WALLS WILL BE CONSTRUCTED WITH A MINIMUM OF 12 IN. (300 MM) OF WALL ROCK DIRECTLY BEHIND THE WALL FACING. THE MATERIAL SHALL MEET OR EXCEED THE SPECIFICATION FOR WALL ROCK OUTLINED IN SECTION 1, 2.2 WALL ROCK. B. THE DRAINAGE COLLECTION PIPE, DRAIN PIPE, SHALL BE A 4 IN. (100 MM) PERFORATED OR SLOTTED PVC, OR CORRUGATED HOPE PIPE AS APPROVED BY ENGINEER OF RECORD. C. ALL WALLS WILL BE CONSTRUCTED WITH A 4 IN. (100 MM) DIAMETER DRAIN PIPE PLACED AT THE LOWEST POSSIBLE ELEVATION WITHIN THE 12 IN. (300 MM) OF WALL ROCK. HIS DRAIN PIPE IS REFERRED TO AS A TOE DRAIN, SECTION 3, 1.4 TOE DRAIN. D. GEOGRID REINFORCED WALLS SHALL BE CONSTRUCTED WITH AN ADDITIONAL 4 IN. (100 MM) DRAIN PIPE AT HE BACK BOTTOM OF THE REINFORCED SOIL MASS. HIS DRAIN PIPE IS REFERRED TO AS A HEEL DRAIN, SECTION 3, 1.5 HEEL DRAIN. 1.4 TOE DRAIN A TOE DRAIN PIPE SHOULD BE LOCATED AT HE BACK OF THE WALL ROCK BEHIND THE WALL AS CLOSE TO THE BOTTOM OF THE WALL AS ALLOWED WHILE STILL MAINTAINING A POSITIVE GRADIENT FOR DRAINAGE TO DAYLIGHT, OR A STORM WATER MANAGEMENT SYSTEM. TOE DRAINS ARE INSTALLED FOR INCIDENTAL WATER MANAGEMENT NOT AS A PRIMARY DRAINAGE SYSTEM. A. FOR SITE THE PLACEMENT OFATHENPIPETWITH OUTLETS ON 5 FT ��5 M) CENTERS, OR 100 FT (JO M)OCENTERS IFMPIPEIS CROWNED BNETWEEN GRADIENT HE OUTLETS THIS WOULD PROVIDE FOR A MAXIMUM HEIGHT ABOVE THE BOTTOM 0 HE BASE IN A FLAT CONFIGURATION OF NO MORE THAN 6 IN. (150 MM)). FOR SITE CONFIGURATIONS WITH BOTTOMS OF HE BASE SLOPE GREATER THAN 1% PLACEMENT OF THE OUTLET PIPES SHALL BE AT THE LOW POINT(S) IN HE WALL (REFER TO GRADING PLANS). B. FOR RIGID DRAIN PIPES WITH DRAIN HOLES THE PIPES SHOULD BE POSITIONED WITH THE HOLES LOCATED DOWN. ALLAN BLOCK DOES NOT REQUIRE THAT TOE DRAIN PIPES BE WRAPPED WHEN INSTALLED INTO BASE ROCK COMPLYING WITH THE SPECIFIED WALL ROCK MATERIAL. C. PIPES SHALL BE ROUTED TO STORM DRAINS WHERE APPROPRIATE OR THROUGH OR UNDER THE WALL AT LOW POINTS WHEN THE JOB SITE GRADING AND SITE LAYOUT ALLOWS FOR ROUTING. APPROPRIATE DETAILS SHALL BE INCLUDED TO PREVENT PIPES FROM BEING CRUSHED, PLUGGED, OR INFESTED WITH RODENTS. D. ON SITES WHERE THE NATURAL DROP IN GRADE EXCEEDS THE ONE PERCENT MINIMUM, DRAIN PIPES OUTLETS SHALL BE ON 100 FOOT (30 M) CENTERS MAXIMUM. HIS WILL PROVIDE OUTLETS IN THE EVENT THAT EXCESSIVE WATER FLOW EXCEEDS HE CAPACITY OF PIPE OVER LONG STRETCHES. E. WHEN THE DRAIN PIPE MUST BE RAISED TO ACCOMMODATE OUTLETS THROUGH THE WALL FACE, REFER TO THE DESIGN DETAIL 4. ALTERNATE DRAIN, PAGE 13 OF THE AB SPEC BOOK 1.5 HEEL DRAIN THE PURPOSE OF THE HEEL DRAIN IS TO PICK UP ANY WATER THAT MIGRATES FROM BEHIND HE RETAINING WALL STRUCTURE AT THE CUT AND ROUTE THE WATER AWAY FROM THE REINFORCED MASS DURING THE CONSTRUCTION PROCESS AND FOR INCIDENTAL WATER FOR THE LIFE OF THE STRUCTURE. A. THE PIPING USED AT HE BACK OF THE REINFORCED MASS SHALL HAVE A ONE PERCENT MINIMUM GRADIENT OVER THE LENGTH, BUT IT IS NOT CRITICAL FOR IT TO BE POSITIONED AT HE VERY BOTTOM OF THE CUT. ADDITIONALLY THE ENTIRE LENGTH OF THE PIPE MAY BE VENTED AT ONE POINT AND SHOULD NOT BE TIED INTO THE TOE DRAIN. B. THE PIPE MAY BE A RIGID PIPE WITH HOLES AT THE BOTTOM WITH AN INTEGRAL SOCK ENCASING THE PIPE OR A CORRUGATED PERFORATED FLEXIBLE PIPE WITH A SOCK TO FILTER OUT FINES WHEN REQUIRED BASED ON SOIL CONDITIONS. FOR INFILL SOILS WITH A HIGH PERCENTAGE OF SAND AND /OR GRAVEL THE HEEL DRAIN PIPE DOES NOT NEED TO BE SURROUNDED BY WALL ROCK. WHEN WORKING WITH SOILS CONTAINING FINE GRAINED COHESIVE SOILS HAVING A PI OF GREATER THAN 6 AND LL OF 30 OR GREATER, 1 CUBIC FOOT (0.03 CUBIC METER) OF DRAINAGE ROCK IS REQUIRED AROUND THE PIPE FOR EACH 1 FT. (30 CM) OF PIPE LENGTH. 1.6 GROUND WATER GROUND WATER CAN BE DEFINED AS WATER THAT OCCURS WITHIN THE SOIL. IT MAY BE PRESENT BECAUSE OF SURFACE INFILTRATION OR WATER TABLE FLUCTUATION. GROUND WATER MOVEMENT MUST NOT BE ALLOWED TO COME IN CONTACT WITH THE RETAINING WALL. A. IF WATER IS ENCOUNTERED IN THE AREA OF THE WALL DURING EXCAVATION OR CONSTRUCTION, A DRAINAGE SYSTEM (CHIMNEY, COMPOSITE OR BLANKET) MUST BE INSTALLED AS DIRECTED BY THE WALL DESIGN ENGINEER. B. STANDARD RETAINING WALL DESIGNS DO NOT INCLUDE HYDROSTATIC FORCES ASSOCIATED WITH THE PRESENCE OF GROUND WATER. IF ADEQUATE DRAINAGE IS NOT PROVIDED THE RETAINING WALL DESIGN MUST CONSIDER THE PRESENCE OF THE WATER. C. WHEN NON -FREE DRAINING SOILS (SOILS WITH FRICTION ANGLES LESS THAN 30 DEGREES) ARE USED IN THE REINFORCED ZONE, THE INCORPORATION OF A CHIMNEY AND BLANKET DRAIN SHOULD BE ADDED TO MINIMIZE THE WATER PENETRATION INTO THE REINFORCED MASS. REFER TO DESIGN DETAIL 6. CHIMNEY AND BLANKET DRAIN, PAGE 13 OF THE AB SPEC BOOK. A. DRAIN MATERIAL TO BE CONSISTENT WITH WALL ROCK MATERIAL. FOR MORE INFORMATION ON WALL ROCK MATERIAL SEE SPECIFICATION GUIDELINES. ALLAN BLOCK MODULAR RETAINING WALL SYSTEMS, SECTION 2.1. B. MANUFACTURED CHIMNEY AND BLANKET DRAINS TO BE APPROVED BY THE GEOTECHNICAL AND /OR THE LOCAL ENGINEER OF RECORD PRIOR TO USE. 1.7 CONCENTRATED WATER SOURCES ALL COLLECTION DEVICES SUCH AS ROOF DOWNSPOUTS, STORM SEWERS, AND CURB GUTTERS ARE CONCENTRATED WATER SOURCES. THEY MUST BE DESIGNED TO ACCOMMODATE MAXIMUM FLOW RATES AND TO VENT OUTSIDE OF THE WALL AREA. A. ALL ROOF DOWNSPOUTS OF NEARBY STRUCTURES SHALL BE SIZED WITH ADEQUATE CAPACITY TO CARRY STORM WATER FROM THE ROOF AWAY FROM THE WALL AREA. THEY SHALL BE CONNECTED TO A DRAINAGE SYSTEM IN CLOSED PIPE AND ROUTED AROUND THE RETAINING WALL AREA. B. SITE LAYOUT MUST TAKE INTO ACCOUNT LOCATIONS OF RETAINING WALL STRUCTURES AND ALL SITE DRAINAGE PATHS. DRAINAGE PATHS SHOULD ALWAYS BE AWAY FROM RETAINING WALL STRUCTURES. C. STORM SEWERS AND CATCH BASINS SHALL BE LOCATED AWAY FROM RETAINING WALL STRUCTURES AND DESIGNED SO AS NOT TO INTRODUCE ANY INCIDENTAL WATER INTO THE REINFORCED SOIL MASS. D. A PATH TO ROUTE STORM SEWER OVERFLOW MUST BE INCORPORATED INTO THE SITE LAYOUT TO DIRECT WATER AWAY FROM THE RETAINING WALL STRUCTURE. 1.8 WATER APPLICATION RETAINING WALLS CONSTRUCTED IN CONDITIONS THAT ALLOW STANDING OR MOVING WATER TO COME IN CONTACT WITH THE WALL FACE ARE CONSIDERED WATER APPLICATIONS. THESE WALLS REQUIRE SPECIFIC DESIGN AND CONSTRUCTION STEPS TO ENSURE PERFORMANCE. REFER TO DESIGN DETAIL 7 AND 8: WATER APPLICATIONS, PAGE 13 OF THE AB SPEC BOOK. A. THE WALL ROCK SHOULD BE PLACED TO THE LIMITS OF THE GEOGRID LENGTHS UP TO A HEIGHT EQUAL TO 12 INCHES (30 CM) HIGHER THAN THE DETERMINED HIGH WATER MARK. IF THE HIGH WATER MARK IS UNKNOWN, THE EN77RE INFILL ZONE SHOULD BE CONSTRUCTED WITH WALL ROCK. B. THE DRAIN PIPE SHOULD BE RAISED TO THE LOW WATER ELEVATION TO AID IN HE EVACUATION OF WATER FROM THE REINFORCED MASS AS WATER LEVEL FLUCTUATES. C. EMBANKMENT PROTECTION FABRIC SHOULD BE USED UNDER THE INFILL MASS AND UP THE BACK OF THE INFILL MASS TO A HEIGHT OF 12 INCHES (30 CM) HIGHER THAN THE DETERMINED HIGH WATER MARK. L) EMBANKMENT PROTECTION FABRIC IS USED TO STABILIZE RIP RAP AND FOUNDATION SOILS IN WATER APPLICATIONS AND TO SEPARATE INFILL MATERIALS FROM THE RETAINED SOILS. HIS FABRIC SHOULD PERMIT THE PASSAGE OF FINES TO PRECLUDE CLOGGING OF THE MATERIAL. EMBANKMENT PROTECTION FABRIC SHALL BE A HIGH STRENGTH POLYPROPYLENE MONOFILAMENT MATERIAL DESIGNED TO MEET OR EXCEED TYPICAL NTPEP SPECIFICATIONS; STABILIZED AGAINST ULTRAVIOLET (UV) DEGRADATION AND TYPICALLY MEETS OR EXCEEDS THE VALUES IN TABLE 1. TABLE 1: EMBANKMENT PROTECTION FABRIC SPECIFICATIONS MECHANICAL PROPERTY DETERMINATION METHOD TENSILE STRENGTH = 225 LBS /FT (39.4 KN /M) ASTM D -4595 PUNCTURE STRENGTH = 950 LBS (4228 N) ASTM D -6241 APPARENT OPENING SIZE (AOS) = U.S SIEVE 170 (0.212 MM) ASTM D -4751 TRAPEZOIDAL TEAR = 100 LBS. (445 N) ASTM D -4533 PERCENT OPEN AREA = 4% COE -02215 PERMEABILITY = 0.01 CM /SEC ASTM D -4491 D. FOR WALLS HAVING MOVING WATER OR WAVE ACTION, NATURAL OR MANUFACTURED RIP -RAP IN FRONT OF HE WALL TO PROTECT THE TOE OF THE WALL FROM SCOUR EFFECTS IS RECOMMENDED. NEW SHEET 5-'%/ KOLOA PACIFIC CONSTRUCTION, INC. 12527 KIRKHAM CT, POWAY, CA 92064 (858) 486 -7800 (858) 486-7811 LICENSE NO. A- 930720 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE of ORA�67 GMEJAL APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. G97 ADDED SHEET M. A.^ 41130& COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. 28-1 CULVERT, SID. TAB M'KD 1938-H28-148. 8 -148. ELEV.= 148.221, A. M.S.L. NGVD29 "_ HORIZONAL 1 -40 VERTICAL 1"=10' PLANS PREPARED UNDER THE SUPERVISION OF pqH: 4/4/16 ERNEST H. 1 GRABBE, JR. R.C.E. N0. 047327 EXP. 12131117 RECOMMENDED APPROVED BY: BY: DATE: _ DATE: 4�13i)6 WALL IMPROVEMENT PLANS FOR: FO ► VNA RANCH ROAD AND RANCHO SUMMIT DRIVE CITY OF ENCINI TAS T.M. 89- 031 6242 -G SIGN DATE SHEET 1 E OF 29 C STA 28+55.00 -30' LT END HEADWALL TW= 378.00 CONC. A / PER SDRSD D-34 - - - TOP OF CONC STA i ELEV= 375.00 i Gjp- 118.00 CFS TNDJ i WING TYPE HEADLWALL i ' PER SDRSD D -34 W/ 4' HIGH SAFETY CHAIN LINK FENCE PER SDRSD M -r; f! STA 28 +29.50 -24.5' LT i 'e TW=379v C STA 2B +26.50 -30' LTi BEGIN L =37B. RET. WALL PER i SDRSD C -4 SEE SHEE FOR LIMITS AND ELEVATI011S. 2-4 " PVC. NAHJ PIPt'S- FOE SW AU 5v6x#AN IE= 315.05 EXIST. GROUND @ PIPE CENTERLINE I- ,00 LL a k' Cal �QW m m�a O+NIU� C� K EL 11 Rim SCALE.' 1 " =10' !. LLa cd TOP OF SILL 369.00 1'X5.25' DEEP m o "gu m MOD. SDRSD D -40 �3a 1' I�UN� QW�W@� plQin NsCQ CU O N ;q Jn ~OCULT titi .51 112 TON ROCK RIP -RAPJ PER SDRSD D -40 W/ FILTER CLOTH, T =3.5' CL 18" RCP STORM DRAIN SCALE: HORIZ. 1 " =20' VERT. l'!=:4' 2-4* Pvc.ORAdtJPIPe-> FDR.SwAL6 SvBDA 115= 375.05 y„ PVC DRAIti PIPE FOR 5W&LC "PAAAJ IE • 373.20 369.00 1'X5.25' DEEP CONC. SILL PER MOD. SDRSD D -40 C ST* 29+37.50 -14' RT / I E STA 29 +2 .3 14' LT / r c4' TYPE G CATCH BASIN 6' RIDING T�1 AIL A 3k4' T ATCH BASIN / - - 9kG�Q -PER SDRSD D -8 (SINGLE) TG= 377.05 d 1 \ PER D-8 (SINGLE) 2 IE IN= 371,20 0 HEIGHT ALE �" "SWALE �+ SW TG =377.0 IE OUT`371.10 FLOW _ FLOW j JO 1E-- / PER PLAN - TC= 377.27 31.29' -1B" _ _ - - _ ^^ / 10' CLFfB TRANSITION G 10' CURB TRANSITIO �O V TC= 377.27 _ _ - i 4j f/ m 0 HEIGHT CURB TO C 6" TYPE G -1 CURB T on6� 6" TYPE G -1 CURB 0 HEIGHT CURB m IZ HEIGHT �u 2' 2 CURS -ELEV. °+ - \\ZLL01 PER PLAN - ' TC= 377.29 m m SEE 16` RCP CONNNECTION - 35.77- 16.67' RT _ coU N DETAIL THIS SHEET TW= 377.80 29 +57. 0- 29.45 ' RT m H _ I rn � TW= 374.36" ACP #2 PER S D D 0 W/ FILTER CLO 29 +50 DEEP INC. SILL PER MOD. SDRS� D -40 TBP OF CONC - - ~ 36" ALP #1 SILL = 369.00 - _ �� om m'W CFS TYPE HEADWALL PER D-36 W/ 4' IGH rn m O1 m N SAFETY AIN - ilci _ +Z 1E STA 29 +32 4°-24.7' RT -Ab � \ in- Z Cn ENO IpE. SEE TW= 374.50 N A\ 0 HEIGHT H o W m c� ~0 51rEff T bC CXAB HEADWALL & 178" RCP DETAIL ��}� --r �C� PER PLAN V m�o 0 HEIGHT STA 29 +35. / 7- 16.67' RT 10' CURB TRANSIT \ EIGH 1 IT PLAN �O 0 HEIGHT CURB TO 6" TYPE G-1 CL�IB TO akj 6" TYPE 6-1 CURB 0 HEIGHT CURB SCALE.' 1`-10' m TC= 377.29 0 ... ... OW OW T6= 05 Fly v SEE 18' DETAIL THIS TSHEET fL STA 29+37.50 TYPE G CATCH BASIN H v PER SDRSD D -B (SINGLE) W TG= 376.70 m mj TOP 0' HIGH v CURB a U ILLI 10' 2' 2' 10' AC PAVEMENT 21 6 6;• OVER AB 3' CURB TRANSITION I CURB TRANSITION CONCRETE LUG 0 HEIGHT CURB TO 6" TYPE G -1 CURB TO- PER SDRSD D -63 18 RCP 6" TYPE G -1 CURB 0 HEIGHT CURB @ S =4.16% IE= 370.40 1E If1= 371.20 HEIGH CURB IE= 370.95 ZE OUT = 371.10 2.5' -18" RCP CURB TRANSIT'IONDETAII, @ S =6.0% STA 29 +08.33 TO STA 29 +32.36 AND STA 29 +25.85 TO STA 29.48.78 m 18" RCP / 36" RCP v SCALE: 1 " =5' �m CONNECTIONDETAIL o ^� j --� ;� J � N.T.S. ' a 1 0W RQ �JC}I I el J N d 03H N3 R NLUO Vb nWd N�4 - N> � +m cr Q mj C+1 (E' In p +� @� R N3CL 31' @ O Ino�, R +L< �W �J� n 377.64 N J kn 377.50 y 3 y�0-3 z R� i TOP OF SILL ' I W TOP OF SILL 375.00 \ _ 375.00 _ BOTTOM OF SILL R 373.60 ~ �� EXIST. GROUND @ 80TTOM 0 373 60 \ EXIST. GROUND @ PIPE CENTERLINE I I DTDF r•Fnrrca 7AIF - qp„ \ TOP OF SILL 369.00 1'X5.25' DEEP m o CONC. SILL PER m MOD. SDRSD D -40 n H 1' 112 TON ROCK RIP -RAP PER SDRSD D -40 W/ FILTER CLOTH, T =3.5' CL 36" RCP STORM DRAIN #1 SCALE: HORIZ. 1 " =20' VERT. 1 " =4' FILTER CLOTH, T =3.5' F 36" RCP STORM DRAIN #2 SCALE: HORIZ. 1 " =20' VERT. 1`4 ' 169.00 1 'x5.25' DEEP CONC. SILL PER MOD. SDRSD D -40 V A3BUII.T PASCO LARET SUITER �Q�O,PM�SA (�y�z Lu No. 29375 m & ASSOCIATES m Exp. 03/31/13 To CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING JAMES A LARET DATE 535 N Coast Highway 101 Ste A Solana Beach, CA 92075 `rP4 CIVIC- R.C.E. NO. 29375 ph 858.259.8212 1 fx 858.259.4812 1 pflssengineering.eom OF CA e- EXP. 3131113 GNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCAT F DESITGL BY DRAWN TGLBY CHECKED BY JAL APPROVALS CITY OF ENCINITAS ENGINEERMG DEPARTIVMNT DRAVANG NO. 77ADDED SFIEET 2C 5a 68 _.I.^ -- S/1911 COUNTY BENCH MARK H -0028 PL PREPARE U D T SUPERVISION OF RECOMMENDED APPROVED GRADING AND PRIVATE �S]T*R�EETT IMPROVEMENT PLANS FOR: ISelz 'yT. mtP(tDV! HEl<ii3 /�/� M 2 Z4 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL NIA __,__ // FOR 1 VNA 1tC1NCH ROAD 62/' 2�i"'� C/L HWY. BENEATH CONC. FLUME CENTER, // -- ° DATE: ,A /x• BY: BY: '* `J HOWL. CONC. CULVERT, STD. TAB M KD R.C.E. N0. 29375 DATE: DATE. S 18 ( Z - 1938 -H28 -148. VERTICAL �A J MES A. LARET EXP. 03 -31 -13 - � RANCHO SLiwI1V11T DRIVE ELEV.= 14e.221, a.MS.L. CITY OFENCBVITAS T.M. 89 -031 SHEET 2C OF 29 60' OFFSITE PRIVATE ROAD EASEMENT 30 30' 9.5' B' REC. 12' 12' 4' 13' TRAIL 5' c~n ELEV. SHOWN ,d Z / ON PLANS 5 N L 4" A.C. PVMT ON 6" MIN. 6 "x15" PCC FLUSH CURB BASE OR PER SOILS ENGR. - (TYP) *SEE PVMT THICKNESS VEGETATED SWALE WITH NOTE THIS SHEET UNDERDRAIN PER SWALE DETAIL B THIS SHEET 60' OFFSITE PRIVATE ROAD EASEMENT 30' 30' 4'11 12' 12' 4' 5' l EV. 5 UNDERDRAIN PER SWALE 'I A.C. PVMT ON 6" MIN. DETAIL D THIS SHEET BASE OR PER SOILS ENGR. NOTE: ALL 6" CONIC CURB INSTALLATIONS *SEE PVMT THICKNESS HALL HAVE 2' OPENINGS EVERY TO NOTE THIS SHEET ALLOW FOR STREET FLOWS TO DISCHARGE 6" TYPE G -2 INTO ROCK SWALE PER DETAIL E BELOW CURB & GTR 1% SHEET 6B 13' OFFSTM _I I I I I II I II I II 111 -.. � I III��_I �I I ICI �I �I ICI I CANYON DE ORO I I_II I I I I�I I I II I I II 111 1 II II TYPICAL CROSS SECTION N.T.S. 5' STA. 24 +00 TO STA. 28 +00 6" MIN. ENGINEERED SOIL PRIVATE STREET STA. 14 +25 TO STA. 20 +00 - 60' ROW STA. 22 +90 TO STA 29 +25 - TRANSITION PRIVATE STREET 45' ONSITE PRIVATE ROAD EASEMENT 8' REC. 12' 1 12' 4' 8' 13' 40' PRIVATE ROAD EASEMENT TRAIL 5 i- ELEV. SHWN •' • ON PLANSO .5 IN �AP� 1% 2% 13' tAP•�' =1 ' i `— �' �1 III II IIHll1ill I _I I I I I II I II I II 111 -.. � I III��_I �I I ICI �I �I ICI I =111H1 I I_II I I I I�I I I II I I II 111 1 II II �I I- 5' 4 A.C. PVMT ON 6" MIN. 6" MIN. ENGINEERED SOIL 5 WN .5 BASE OR PER SOILS ENGR. .5 0' VEGETATED SWALE WITH *SEE PVMT THICKNESS VEGETATED SWALE WITH UNDERDRAIN PER SWALE NOTE THIS SHEET UNDERDRAIN PER SWALE DETAIL B THIS SHEET 6"X15" PCC FLUSH CURB DETAIL B THIS SHEET (TYP.) 2% v 2% SB= 8B & 9B 2% SAND TO 1 PART 318" GRAVEL RANCHO SUAB11T DRIVE II =_ _ = - T71 2 " -3/8" GRAVEL TYPICAL CROSS SECTION N.T.S. STA. 14 +25 TO STA. 20 +00 - 60' ROW STA. 22 +90 TO STA 29 +25 - TRANSITION PRIVATE STREET 45' ONSITE PRIVATE ROAD EASEMENT rc rc TYPE C -2 1�1 RET WALL =1 I H 1111 7 VEGETATED SWALE WITH BASE OR PER SOILS ENGR. UNDERDRAIN PER SWALE *SEE PVMT THICKNESS DETAIL B THIS SHEET NOTE THIS SHEET VEGETATED SWALE WITH UNDERDRAIN PER SWALE NOTE: TRAIL ENDS 6'X15" PCC FLUSH CURB DETAIL B THIS SHEET AT STA. 51 +85 (TYP.) SBEET 11C RANCHO SU ART DRIVE TYPICAL CROSS SECTION N.T.S. STA. 50 +00 TO CUL DE SAC PRIVATE STREET 3 3 50' ONSITE PRIVATE ROAD EASEMENT 3t 2'X12" REDWOOD e 40' PRIVATE ROAD EASEMENT ` •' • ELEV. SHOWN • T TRAIL -1 20' C3' 20' 13' ON 4' 12' 12' 4' 8' INSTALL TURF REINFORCEMENT I 1. 6' 12' 12' 6' 5' .� 6" MIN. ENGINEERED SOIL 5 WN .5 ■ .5 0' ELEV. SHOW14 5'.5 MPx * SEE NOTE BELOW rc rc TYPE C -2 1�1 RET WALL =1 I H 1111 7 VEGETATED SWALE WITH BASE OR PER SOILS ENGR. UNDERDRAIN PER SWALE *SEE PVMT THICKNESS DETAIL B THIS SHEET NOTE THIS SHEET VEGETATED SWALE WITH UNDERDRAIN PER SWALE NOTE: TRAIL ENDS 6'X15" PCC FLUSH CURB DETAIL B THIS SHEET AT STA. 51 +85 (TYP.) SBEET 11C RANCHO SU ART DRIVE TYPICAL CROSS SECTION N.T.S. STA. 50 +00 TO CUL DE SAC PRIVATE STREET 3 3 50' ONSITE PRIVATE ROAD EASEMENT 3t 2'X12" REDWOOD e 40' PRIVATE ROAD EASEMENT e R 25' t'�' 25' ¢ .1 1 20' C3' 20' 13' B' 4' 12' 12' 4' 8' INSTALL TURF REINFORCEMENT I 1. 6' 12' 12' 6' 5' I_I 6" MIN. ENGINEERED SOIL 5 WN .5 s?1 .5 0' ELEV. SHOW14 5'.5 MPx * SEE NOTE BELOW MIN. ONEPLANS IN MPS I I o ON PLANS 2% v 2% 2% SAND TO 1 PART 318" GRAVEL 4" PERFORATED PVC PIPE II =_ _ = - T71 2 " -3/8" GRAVEL IIL 111 I ll 11 loll ll 11 HIS 11 11 1 rf SYSTEM - III I I 111 m -11 1 "A.C.PVMTON6 "M -I __ N44 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND. 20 -30% COMPOST OR HARDWOOD MULCH AND 20 -30% TOPSOIL " A.C. PVMT ON 6" MIN. - ROCK SWALE WI H SWALE DETAIL, - B BASE OR PER SOILS ENGR. *SEE PVMT THICKNESS N.T.S. BASE OR PER SOILS ENGR. *SEE PVMT THICKNESS VEGETATED SWALE WITH UNDERDRAIN PER SWALE DETAIL D THIS SHEET VEGETATED SWALE WITH NOTE THIS SHEET VEGETATED SWALE WITH VEGETATED SWALE WITH NOTE THIS SHEET UNDERDRAIN PER SWALE 6" TYPE G -2 UNDERDRAIN PER SWALE 6"X15" PCC FLUSH CURB UNDERDRAIN PER SWALE UNDERDRAIN PER SWALE 6 °X15" PCC FLUSH CURB DETAIL A THIS SHEET CURB & GTR DETAIL B HIS SHEET (TYP_) DETAIL 6 THIS SHEET DETAIL A THIS SHEET (TYP.) JAMES COURT SHEEN 9B TYPICAL CROSS SECTION N.T.S. RANCHO SUMMIT DRIVE PRIVATE STREET TYPICAL CROSS SECTION N.T.S. STA. 29 +25 TO STA. 32+15 PRIVATE STREET 60' OFFSITE PRIVATE ROAD EASEMENT 30' U 30' !iII5.1 B. REC. 4' 2' 12' 4' 13' TRAIL 5' ti ELEV. SHOWN 5 5' ON PLANS 7. 50' ONSITE PRIVATE ROAD EASEMENT p• C 40' (LOT 33) -� cc ;T:RA-IL ESMT. di 25' v 25' ¢ 20' v 20' 4- 12' 4' B' 4' 12' 12' 6' 5' 5' ~ ELEV. SHOWN 5' S TRAIL . �' ELEV. SHOWN •5 - . 2% ON PLANS AX 1% px Q ON PLANS e 5' TYPE C -R PET WALL J TWI WALL W= BOTTOM WALL =TOP FOOTING 4' 'STREET wi- 2' 2' 1 Use • % 2% IIIIIIIHII III II- II11I III IIUI = - II II II E-I1I 6'X15" PCC ZERO 3" PCC SWALE HEIGHT CURB CONIC- 470 -C -20001 I H I H I I -I 11 =1 HIH1 CONC. SWALE DETAIL - C N.T.S. NO. 2 BACKING ROCK RIP RAP T =1' MIN. W/ 4 STET 6" PCC CURB & GUTTER 6" EMBEDMENT 2' 2' TYPE G -2 W/ OPENINGS CONTRACTOR TO INSTALL 2% PER DETAIL E @ 20' D.C. CITY APPROVED DROUGHT .— TOLERANT NON INVASIVE 1 = PLANT SPECIES 6" MIN. ENGINEERED SOIL I_El E=1 I 1 =1 I H I * SEE NOTE BELOW 2'X12" REDWOOD HEADER I 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED _- SAID TO 1 PART 318" GRAVEL 2" -318 " GRA VEL 4" PERFORATED PVC PIPE 6 " -3/4" CRUSHED ROCK CONNECTED TO DRAINAGE SYSTEM *'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND. 20-30% COMPOST OR HARDWOOD MULCH AND 20 -30% TOPSOIL CONTRACTOR TO INSTALL CITY APPROVED DROUGHT TOLERANT NON INVASIVE PLANT SPECIES ROCK SWALE DETAIL - D N.T.S. - n NOTE THIS SHEET 6 MIN VEGETATED SWALE WITH 3.. CONIC SWALE ELLJ is MIN. =1 BASE OR PER SOILS ENGR. 4" A.C. PVMT ON 6" MIN. 4" A.C. PVMT ON 6" BASE OR PER SOILS ENGR. BASE OR PER SOILS ENGR. *SEE PVMT THICKNESS *SEE PVMT THICKNESS VEGETATED SWALE WITH *SEE PVMT THICKNESS 6" CONC TYPE VEGETATED SWALE WITH NOTE THIS SHEET 3" CONIC SWALE UNDERDRAIN PER SWALE NOTE THIS SHEET VEGETATED SWALE WITH G -2 CURB & MAINTAIN GUTTER DETAIL UNDERDRAIN THIS SHEET 6TY�, PCC FLUSH CURB DETAIL B THIS SHEET THIS SHEET (TYP.) PCC FLUSH CURB THIS SHEET DETAIL B THIS SHEET 6"x15" PCC FLUSH CURB DETAIL AAINHISRSHEET GUTTER o�,SLOPE ACROSS UNDERDRAIN PER SWALE PER DETAIL C OPENING. DIRECT S (TYP.) i; FLOW INTO ROCK �_� T �,/(� �/ *�+� p 10.5' SWALE II ILL1C�lrE l ERR..ACE ml a 45 ` 2' lip B OPENING OFFS SHEET 9B• 10B & 11C TYPICAL CROSS SECTION N.T.S. 12.5% @ D.C. ALONG PRIVATE STREET 8 TYP G -2 CURB C tNYON E ORO RANCHO SV,D11T DRIVE TYPICAL CROSS SECTION N.T.S. TYPICAL CROSS SECTION N.T.S. g STA. 28 +00 TO STA. DEAD END STA. 31 +00 STA. 32 +15 TO STA. 46 +00 ~ a " cc a PRIVATE STREET PRIVATE STREET U m 6 STREET CURB OPENING DETAIL - E 2 "X12" REDWOOD HEADER 3 3* 6'X15" PCC ZERO N.T.S. HEIGHT CURB 60' PRIVATE ROAD EASEMENT 45' ONSITE PRIVATE ROAD EASEMENT —2Z ¢ 30' 30' ¢ 20' i 25' 21 III _ 6" SEE NOTE BELOW D SOIL 5. , 8' REC. 4' 12' 12' 4' 13' 3' 4' 12' 12' 4' 8• INSTALL TURF REINFORCE J 11 MAT PER NORTH AMERICAN GREEN II If '`' 10" MIN. FILTER MEDIA: 4-16- 'STREET TRAIL 5' ELEV. SHOWN 5' 5' 5' 5' c~n ELEV. SHOWN 5 5 _ C350 OR CITY APPROVED EQUAL ` - =1T1= =11 3 PART CLEAN WASHED 2' 3' 2' 3' 1% Z ON PLANS tAP�' MIN. Zo ON PLANS =1 CONIC BROW DITCH 18" MI SAND TO 1 PART 3/8" GRAVEL -I' o 018• 2% 2% 2% v 2% VIII III1 PER RSD D -75 4" PERFORATED PVC PIPE - 2" 3/8" GRAVEL \� - -I�7 - - - - - - - CONNECTED TO _ - 1 `' -I H• 1 -1 1 �i I- III - III -11 1--111 =M LI= Ill =_I =LI _ - _ _ _ _ _ LI _ TYPE C 4 DRAINAGE - 6" 3/4" CRUSHED ROCK 2 IIH I_H H 1 EI I II 1 II 1( 11= 111=111 =1 1 =1 LI _ =1 1= 1 -1 H 1 =1 _ 1 =1 1 =1 1 =1 1 I) 1 1 1 =1 1 =1 H =1 1 1 H SYSTEM *"ENGINEERED SOIL " LAYER HALL BE MINIMUM 6" 1 H II WALL DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN =1 AL 1= H HI 1 UNDERDRAIN PER SWALE ," A.C. PVMT ON 6" MIN. 4" A.C. PVMT ON 6" MIN. - 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% 5 1/2" PCC SWALE = -II- III- II1 -11 _ 6715" PCC ZERO DETAIL D THIS SHEET BASE OR PER SOILS ENGR. ROCK SWALE WITH BASE OR PER SOILS ENGR. SA1� 20-30% COMPOST OR HARDWOOD MULCH AND -II =ll -ll = HEIGHT CURB CONIC- 520 -C -2500 IIIIIII1 =L =1 *SEE PVMT THICKNESS UNDERDRAIN PER SWALE *SEE PVMT THICKNESS 20 -30% TOPSOIL - NI ALL ALL 6" CONC CURB INSTALLATIONS NOTE THIS SHEET DETAIL D THIS SHEET VEGETATED SWALE WITH NOTE THIS SHEET VEGETATED SWALE WITH CONTRACTOR TO INSTALL CITY APPROVED DROUGHT SHALL HAVE 2' OPENINGS EVERY 25' TO UNDERDRAIN PER SWALE TOLERANT NON INVASIVE PLANT SPECIES ALLOW FOR STREET FLOWS TO DISCHARGE 6" TYPE G -2 6" TYPE G -2 UNDERDRAIN PER SWALE 6"X15" PCC FLUSH CURB DETAIL 8 THIS SHEET — F cy�Ta r"F DETAIL INTO ROCK SWALE PER DETAIL E BELOW CURB & GTR CURB & GTR DETAIL B THIS SHEET (TYP.) SWALE DETAIL — A CONIC. ►7 SIMT 6B• 7B• 8B & 9B N.T.S. N.T.S. OFFIsnE NOTE: RANCHO SU I DR � SHEET 11c TYPICAL CROSS SECTION N.T.S. RANCHO SVJ��'RWT DR E TOP OF ZERO HEIGHT CURB Q�OFESS.71 STA. 1 +00 TO STA. 14+25 TYPICAL CROSS SECTION N.T.S. ELEV . LEFT AND RIGHT FOR �e`` °�S A' �q9�� Fy STA. 20+00 TO STA. 22 +RiJ STA. 46 +00 TO STA. 50 +00 *PAVEMENT THICKNESS NOTE FOR ROADWAY GRADES ALL STREETS ELEV - 0.24 Z PRIVATE STREET PRIVATE STREET EXCEEDING FOLLOWS THE AC PAVEMENT SECTION SHALL �1 ASSOCIATES w m No. 29375 a CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING Exp. 03/31/15 TO 10 % -12% 4.5" AC TOP OF 6 CONIC CURB �c i} >12 % -14% 5.0" AC 535 North Highway 101, Ste A, SoRana Beach, CA 92075 >14 % -16% 5.5" AC NEW SREET ELEV. LEFT AND RIGHT FOR Ph 858.259.9212 0 fx 858.259.4812 plaaengineering.com �q� � VI\- >16 % -18% 6.0" AC ALL STREETS = ELEV + 0.17 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED TGL BY DR TGL v CHECKED BY APPROVALS CITY OF ENCINMIS ENGR FFPWG DEPARTMENT DRAWING NO. aDOO sWEET 2E 2 COUNTY BENCH MARK H -0028 PLANS PREPARED UNDE THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL N/A __ _ BY: - -_ 8Y: 6242 V CIL HWY. BENEATH CONC. FLUME CENTER, DATE: 3 I' ®1� 1 Vl \A R" CH l �H It ®AJJ QG. VVVV HOWL. CONIC. CULVERT, STD. TAB M KD R. C. E. N0. 29375 (� � ��r�+ T� � jam+ 1938 -H28 -148. VERTICAL N/A J S A. LARET DATE: _ DATE. J2.1%49-1-13 RANCHO IJ U 41Vll l EIR ♦ E - - - -- -- ELEV.= 148.221, A.M.S.L. NVGD29 EXP. 03 -31 -15 TM 89 -031 CITY OFENCHWTAS T.M. 89-031 FSHEET 0 OF 29 4' 'STREET 2'X12" REDWOOD 2 2' 6'X15" PCC ZERO HEADER .1 1 HEIGHT CURB a INSTALL TURF REINFORCEMENT I - l - I_I 6" MIN. ENGINEERED SOIL MAT PER NORTH AMERICAN GREEN I_I II - ` III J * SEE NOTE BELOW C350 OR CITY APPROVED EQUAL I I - - 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED SAND TO 1 PART 318" GRAVEL 4" PERFORATED PVC PIPE !- - 2 " -3/8" GRAVEL CONNECTED TO DRAINAGE =III= 6' -314" CRUSHED ROCK SYSTEM *'ENGINEERED SOIL" LAYER HALL BE MINIMUM 6" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND. 20 -30% COMPOST OR HARDWOOD MULCH AND 20 -30% TOPSOIL CONTRACTOR TO INSTALL CITY APPROVED DROUGHT TOLERANT NON INVASIVE PLANT SPECIES SWALE DETAIL, - B N.T.S. 4' 'STREET wi- 2' 2' 1 Use • % 2% IIIIIIIHII III II- II11I III IIUI = - II II II E-I1I 6'X15" PCC ZERO 3" PCC SWALE HEIGHT CURB CONIC- 470 -C -20001 I H I H I I -I 11 =1 HIH1 CONC. SWALE DETAIL - C N.T.S. NO. 2 BACKING ROCK RIP RAP T =1' MIN. W/ 4 STET 6" PCC CURB & GUTTER 6" EMBEDMENT 2' 2' TYPE G -2 W/ OPENINGS CONTRACTOR TO INSTALL 2% PER DETAIL E @ 20' D.C. CITY APPROVED DROUGHT .— TOLERANT NON INVASIVE 1 = PLANT SPECIES 6" MIN. ENGINEERED SOIL I_El E=1 I 1 =1 I H I * SEE NOTE BELOW 2'X12" REDWOOD HEADER I 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED _- SAID TO 1 PART 318" GRAVEL 2" -318 " GRA VEL 4" PERFORATED PVC PIPE 6 " -3/4" CRUSHED ROCK CONNECTED TO DRAINAGE SYSTEM *'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND. 20-30% COMPOST OR HARDWOOD MULCH AND 20 -30% TOPSOIL CONTRACTOR TO INSTALL CITY APPROVED DROUGHT TOLERANT NON INVASIVE PLANT SPECIES ROCK SWALE DETAIL - D N.T.S. - n NOTE THIS SHEET 6 MIN VEGETATED SWALE WITH 3.. CONIC SWALE ELLJ is MIN. =1 BASE OR PER SOILS ENGR. 4" A.C. PVMT ON 6" MIN. 4" A.C. PVMT ON 6" BASE OR PER SOILS ENGR. BASE OR PER SOILS ENGR. *SEE PVMT THICKNESS *SEE PVMT THICKNESS VEGETATED SWALE WITH *SEE PVMT THICKNESS 6" CONC TYPE VEGETATED SWALE WITH NOTE THIS SHEET 3" CONIC SWALE UNDERDRAIN PER SWALE NOTE THIS SHEET VEGETATED SWALE WITH G -2 CURB & MAINTAIN GUTTER DETAIL UNDERDRAIN THIS SHEET 6TY�, PCC FLUSH CURB DETAIL B THIS SHEET THIS SHEET (TYP.) PCC FLUSH CURB THIS SHEET DETAIL B THIS SHEET 6"x15" PCC FLUSH CURB DETAIL AAINHISRSHEET GUTTER o�,SLOPE ACROSS UNDERDRAIN PER SWALE PER DETAIL C OPENING. DIRECT S (TYP.) i; FLOW INTO ROCK �_� T �,/(� �/ *�+� p 10.5' SWALE II ILL1C�lrE l ERR..ACE ml a 45 ` 2' lip B OPENING OFFS SHEET 9B• 10B & 11C TYPICAL CROSS SECTION N.T.S. 12.5% @ D.C. ALONG PRIVATE STREET 8 TYP G -2 CURB C tNYON E ORO RANCHO SV,D11T DRIVE TYPICAL CROSS SECTION N.T.S. TYPICAL CROSS SECTION N.T.S. g STA. 28 +00 TO STA. DEAD END STA. 31 +00 STA. 32 +15 TO STA. 46 +00 ~ a " cc a PRIVATE STREET PRIVATE STREET U m 6 STREET CURB OPENING DETAIL - E 2 "X12" REDWOOD HEADER 3 3* 6'X15" PCC ZERO N.T.S. HEIGHT CURB 60' PRIVATE ROAD EASEMENT 45' ONSITE PRIVATE ROAD EASEMENT —2Z ¢ 30' 30' ¢ 20' i 25' 21 III _ 6" SEE NOTE BELOW D SOIL 5. , 8' REC. 4' 12' 12' 4' 13' 3' 4' 12' 12' 4' 8• INSTALL TURF REINFORCE J 11 MAT PER NORTH AMERICAN GREEN II If '`' 10" MIN. FILTER MEDIA: 4-16- 'STREET TRAIL 5' ELEV. SHOWN 5' 5' 5' 5' c~n ELEV. SHOWN 5 5 _ C350 OR CITY APPROVED EQUAL ` - =1T1= =11 3 PART CLEAN WASHED 2' 3' 2' 3' 1% Z ON PLANS tAP�' MIN. Zo ON PLANS =1 CONIC BROW DITCH 18" MI SAND TO 1 PART 3/8" GRAVEL -I' o 018• 2% 2% 2% v 2% VIII III1 PER RSD D -75 4" PERFORATED PVC PIPE - 2" 3/8" GRAVEL \� - -I�7 - - - - - - - CONNECTED TO _ - 1 `' -I H• 1 -1 1 �i I- III - III -11 1--111 =M LI= Ill =_I =LI _ - _ _ _ _ _ LI _ TYPE C 4 DRAINAGE - 6" 3/4" CRUSHED ROCK 2 IIH I_H H 1 EI I II 1 II 1( 11= 111=111 =1 1 =1 LI _ =1 1= 1 -1 H 1 =1 _ 1 =1 1 =1 1 =1 1 I) 1 1 1 =1 1 =1 H =1 1 1 H SYSTEM *"ENGINEERED SOIL " LAYER HALL BE MINIMUM 6" 1 H II WALL DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN =1 AL 1= H HI 1 UNDERDRAIN PER SWALE ," A.C. PVMT ON 6" MIN. 4" A.C. PVMT ON 6" MIN. - 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% 5 1/2" PCC SWALE = -II- III- II1 -11 _ 6715" PCC ZERO DETAIL D THIS SHEET BASE OR PER SOILS ENGR. ROCK SWALE WITH BASE OR PER SOILS ENGR. SA1� 20-30% COMPOST OR HARDWOOD MULCH AND -II =ll -ll = HEIGHT CURB CONIC- 520 -C -2500 IIIIIII1 =L =1 *SEE PVMT THICKNESS UNDERDRAIN PER SWALE *SEE PVMT THICKNESS 20 -30% TOPSOIL - NI ALL ALL 6" CONC CURB INSTALLATIONS NOTE THIS SHEET DETAIL D THIS SHEET VEGETATED SWALE WITH NOTE THIS SHEET VEGETATED SWALE WITH CONTRACTOR TO INSTALL CITY APPROVED DROUGHT SHALL HAVE 2' OPENINGS EVERY 25' TO UNDERDRAIN PER SWALE TOLERANT NON INVASIVE PLANT SPECIES ALLOW FOR STREET FLOWS TO DISCHARGE 6" TYPE G -2 6" TYPE G -2 UNDERDRAIN PER SWALE 6"X15" PCC FLUSH CURB DETAIL 8 THIS SHEET — F cy�Ta r"F DETAIL INTO ROCK SWALE PER DETAIL E BELOW CURB & GTR CURB & GTR DETAIL B THIS SHEET (TYP.) SWALE DETAIL — A CONIC. ►7 SIMT 6B• 7B• 8B & 9B N.T.S. N.T.S. OFFIsnE NOTE: RANCHO SU I DR � SHEET 11c TYPICAL CROSS SECTION N.T.S. RANCHO SVJ��'RWT DR E TOP OF ZERO HEIGHT CURB Q�OFESS.71 STA. 1 +00 TO STA. 14+25 TYPICAL CROSS SECTION N.T.S. ELEV . LEFT AND RIGHT FOR �e`` °�S A' �q9�� Fy STA. 20+00 TO STA. 22 +RiJ STA. 46 +00 TO STA. 50 +00 *PAVEMENT THICKNESS NOTE FOR ROADWAY GRADES ALL STREETS ELEV - 0.24 Z PRIVATE STREET PRIVATE STREET EXCEEDING FOLLOWS THE AC PAVEMENT SECTION SHALL �1 ASSOCIATES w m No. 29375 a CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING Exp. 03/31/15 TO 10 % -12% 4.5" AC TOP OF 6 CONIC CURB �c i} >12 % -14% 5.0" AC 535 North Highway 101, Ste A, SoRana Beach, CA 92075 >14 % -16% 5.5" AC NEW SREET ELEV. LEFT AND RIGHT FOR Ph 858.259.9212 0 fx 858.259.4812 plaaengineering.com �q� � VI\- >16 % -18% 6.0" AC ALL STREETS = ELEV + 0.17 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED TGL BY DR TGL v CHECKED BY APPROVALS CITY OF ENCINMIS ENGR FFPWG DEPARTMENT DRAWING NO. aDOO sWEET 2E 2 COUNTY BENCH MARK H -0028 PLANS PREPARED UNDE THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL N/A __ _ BY: - -_ 8Y: 6242 V CIL HWY. BENEATH CONC. FLUME CENTER, DATE: 3 I' ®1� 1 Vl \A R" CH l �H It ®AJJ QG. VVVV HOWL. CONIC. CULVERT, STD. TAB M KD R. C. E. N0. 29375 (� � ��r�+ T� � jam+ 1938 -H28 -148. VERTICAL N/A J S A. LARET DATE: _ DATE. J2.1%49-1-13 RANCHO IJ U 41Vll l EIR ♦ E - - - -- -- ELEV.= 148.221, A.M.S.L. NVGD29 EXP. 03 -31 -15 TM 89 -031 CITY OFENCHWTAS T.M. 89-031 FSHEET 0 OF 29 _ -1I I- 7 PROPOSED B" CL -200 WATER MAIN (MIN. 4' COVER TYP.) PROPOSED 8" PVC SEWER MAIN PROPOSED WATER MAIN (MIN. 4' COVER TYR.) PROPOSED 8" PVC SEWER MAIN 50 PRIVATE ROAD EASEMENT I ( EXST. 27" STEEL WATER MAIN ►:r iNdv l . N TYPICAL CROSS SECTION STA. 22 +90 TO STA 29 +25 - TRANSITION PRIVATE STREET 50' ONSITE PRIVATE ROAD EASEMENT l ) - EXST. 24" STEEL WATER MAIN cc- PROPOSED 8" WATER MAIN (MIN. 4' COVER TYP.) q_1 PROPOSED B" PVC SEWER MAIN TYPICAL CROSS SECTION N.T.S. STA. 29 +25 TO STA. 32+15 PRIVATE STREET 50' ONSITE PRIVATE ROAD EASEMENT ( 36'� EXST. 24" STEEL WATER MAIN EXST. 36" STEEL WATER MAIN APRX. 8' DEEP ` —EXST. 27" STEEL WATER MAIN TYPICAL CROSS SECTION STA. 32+15 TO STA. 46 +00 PRIVATE STREET (36 "1 EXST. 24" STEEL WATER MAIN EXST. 36" STEEL WATER MAIN APRX. 8' DEEP 45' ONSITE PRIVATE ROAD EASEMENT PROPOSED 8710" CL -150 WATER MA (MIN. 4' COVER PROPOSED 8'%10" CL -150 WATER MAIN (MIN. 4' COVER TYP.) TYPICAL CROSS SECTION STA. 46+00 TO STA. 50+00 PRIVATE STREET 10' 40' (LOT 33) OMWD /TRAIL ESMT. 20 8• REC. 3.5' 4' 12' " 12' TRAIL 5 Zo,,1 ON PLANS SHOWN 1% 2% v WATER METER & SERVICE PER OMWD B -1.1 PROPOSED 6'%8" CL -200 WATER MAIN (4. MIN COVER) PROPOSED FH ASSYM. PER OMWD C -1.1 W/ CHECK VALVE N.T.S. t' EXST. 20" STEEL` I I �� WATER MAIN 6" PCC C &G PER SDRSD G -2, 10• PLUS TRANSITIONS ON EACH SIDE OF C OF FH ASSEMBLY. SEE FIRE HYDRANT CURB PROTECTION DETAIL PROPOSED B" PVC THIS SHEET SEWER MAIN A'S 111 11 VOO 5 �� • TYPICAL CROSS SECTION N.T.S. PRIVATE STREET 40' PRIVATE ROAD EASEMENT 20, 1 2y 0 k 0� 2% b ELEV. SHOWN M ON PLANS Z� M I I -1 I II I .III ��`.; .I 11 I _I 111 1 11 1 11 111 I L I I L -1 I I�'��al I I1 11 =1 PROPOSED 6' 18'• CL -150 WATER MAIN (MIN. 4' COVER TYP.) JAMES COURT TYPICAL CROSS SECTION N.T.S. PRIVATE STREET a CONC BROW DITCH PER RSD D -75 TYPE C -4 RFT WALL 5' TYPE C -R PET WALL TW =TOP WALL BW TF 5• = BOTTOM WALL =TOP FOOTING AEW SHEET 50' ONSITE PRIVATE ROAD EASEMENT 25' 25' cr 8 4' 12' v i2' 4' 8.5' �?1 M 0.5' S' ~ ON PLANS SHOWN 5' 2.5' 4� MIN. l l I I I I I III -1 I I I I I-1 I I I I� I {� —III I I III - I I III —I I —I I I I i I I�I I I I I �I 1 111 ,1111 „III X IIII -11— III (IIIIL� _ — II�II�II 136.,E PROPOSED 8" CL -150 �sn WATER MAIN (MIN. 4' COVER TYP.) T. 27" STEEL EXST. 36" STEEL WATER MAIN WATER MAIN APRX. 8 ' DEEP PROPOSED B" PVC EXST. 24" STEEL PROPOSED FH ASSYM. PER SEWER MAIN WATER MAIN OMWD C -1.1 W/ CHECK VALVE 6" PCC C &G PER SDRSD G -2. 10' PLUS TRANSITIONS ON EACH SIDE OF C OF FH ASSEMBLY FOR FH S: 3, 4, 5. 6, 7, 9 & 10. SEE FIRE HYDRANT CURB PROTECTION DETAIL THIS SHEET. 0 HEIGHT CURB FOR FH S 1, 2 & 8 W/ GUARD POST INSTALLATION PER OMWO E -1.4 TYPICAL FIRE HYD DETAIL ALONG RANCHO SUAINHT DRIVE N.T.S. 50' ONSITE PRIVATE ROAD EASEMENT a 25' 25' ac- 4 12' 12' 4' 8' ELEV MIN. 5 ` ON PLANS 5 MIN. I =1 —I I I III =-1 11=1 1 =1 I I-1 I ILA I =1 11 =1 I T —_ -- III =` I I I 1 =1I 1 =1 _ (�11 j� _ _ (36' � PROPOSED a,, CL - 150 =1 WATER MAIN (MIN. 4' COVER TYP.) EXST. 27" STEEL EXST. 24" STEEL WATER MAIN WATER MAIN EXST. 36" STEEL WATER SERVICE WATER MAIN APRX. PROPOSED 8" PVC PER OMWD 8 -1.1 8• DEEP SEWER MAIN TYPICAL WATER SERVICE DETAIL FOR LOTS EAST OF RANCHO SUMMIT DRIVE N.T.S. NOTE: FOR AVAILABLE, NCO TRACTOR SHALL TRANSITION BEGINNING AND ENDING OF CURB PROTECTION PER THIS DETAIL. 7 No. 29375 Exp. 03/31/15 REVISIONS APPROVED DATE REFERENCES DATE $�(,�£ SCALE OLiV�VHAIN MUHICIPALWAT�DLSTRICf (TYP) (T1P) DESIGNED er oR Y c APPROVALS 12BE TRANSITION DRAWING NO. rGL JAL-ar ADDED SFEET 2w �' CLFQ TRANSITION 0 MOST TO 6" TYPE G-2 C&G T F" Tvx r-7 tier. HORIZONAL N/A VERTICAL N/A PLANS PREPARED UNDER_ THE SUPERVISION OF DATE: IA�a►•1'J R.C.E. N0. 29375 J ES A. LARET EXP. 03 -31 -15 RECOMMENDED APPROVED BY: BY: /�/� /I/)eL DATE: DATE. I Z_/ 2(*/J Z n WTr,HT nLR 7 No. 29375 Exp. 03/31/15 REVISIONS APPROVED DATE REFERENCES DATE $�(,�£ SCALE OLiV�VHAIN MUHICIPALWAT�DLSTRICf DESIGNED er oR Y c APPROVALS CITY OF ENCWTAS ENGINEERING DEPARTMENT DRAWING NO. rGL JAL-ar ADDED SFEET 2w �' �' 13 COUNTY BENCH MARK H -0028 C/L HWYSBENEATH CONC. FLUME CENTER HOWL. CONC. CULVERT, STD. TAB M X0 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NVGD29 HORIZONAL N/A VERTICAL N/A PLANS PREPARED UNDER_ THE SUPERVISION OF DATE: IA�a►•1'J R.C.E. N0. 29375 J ES A. LARET EXP. 03 -31 -15 RECOMMENDED APPROVED BY: BY: /�/� /I/)eL DATE: DATE. I Z_/ 2(*/J Z GRADING PLAN FOR., FOR J A 1tCWC�►H�+R ®AD ((�G RANCHO SLTAB4 T D� TM 89-031 CITY OF F_NCIlITITAS T.M. 59-031 61A ' SIN DATE 11. 97, 1's SHEET W OF 29 - 61 // "! "ST 14 ..,I 71 •EQUIVALENT. O 1 f BUTT OR OVERLAP JOINT DETER4DYED BY AVAILABILITY OF T 4' LODGE POLE RAIL DETERMBED BY AVAILABILITY. Ibu I ILITY ACCESS ROAD OR RECREATIONAL I TRAIL PER TI-E FOLLOWING NOTES: T i. 4" OG OR CITY APPROVED EQUIVALENT WHERE PROPOSED 8" RECREATIONAL TRAIL ONLY. SEWER PER 2. 9" CLASS IT BASE MANUFACTURED ONS17E OR CITY CS -327 APPROVED EQUIVALENT WFOE ACCESS ROAD ONLY. ACCESS ROAD OR RECREATIONAL TRAM LOCATIONS NO SCALE 10' ASS . ONLY 2% II TRAIL PER ThE ""1. 5' FOLLOWING I' OG I M 'FM PROPOSED ONSITE OR APPROVED qI ! !,. MULTI SEWER PER PORTION lNG OPEN SPACE !,. PL SME. CS-327 2. 10' WME 9" CLASS 11 BASE MANUFACTUREO MITE OR CITY APPROVED EQUIVALENT ONLY. ACCESS ROAD AND RECREA77ONAL TRAIL + TRAIL /ACCESS LEGEND ITEM SYMBOL MATERIAL RECFEATIONAL TRAIL ONLY %%% PER TRAIL MASTER PLAN ACCESS ROAD ONLY 9" CLASS II BASE RECRATIONAL TRAIL & ACCESS ROAD DG OVER CLASS II BASE EXISTING TRAIL TO REMAIN ® N/A EXISTING OFFSITE DRIVEWAY PER PLAN TRAIL CROSSING 1 SUBDIVISION BOUNDARY LGr31 I I T.M. 89®031 I \ \\ 12 \ I� NO. 2424 CAST IRON PARKWAY GRATE T. 1115#, g+ �" f NO. 2424 TOP SECTION OR EXTENSION _ W/O KNOCKOUT u . 0 CHARr g g,ap �f AVAILABLE WITH OR WIrrOn GALV. FRAME NO, 2424 LOWER SECTION / KNOCKOUT � � � AVAV ABLE WITH WiTRAIT SALVANTZED *mT N' 2 OR TRAFFIC COVER WT, 800, PARKWAY T. 105f. TRAFFIC A 80' 8-10% 70' 11 -15% 50' LESS THAN 20% 20' NO, 2424 STEEL GRATE PARKWAY GRATE W NO SCALE SPACING.• TRAIL SLR SPACE BARS EVERY 2 -JZ 100' 4 -7X 80' 8-10% 70' 11 -15% 50' LESS THAN 20% 20' 618" THICK CONTINUOUS R BEES -. _.. _ MIN. NET RETENTION 0.4 LHSJ CU. FT. 2 X 6 TREATED WOOD v 3' MAX " 'TRAIL, TREAD AD a 30d GALV. NAIL 0 Ax 0.0. ? ROWS, STAGGERED CROSS SECTION DETA L RECRFATIOAL TRAIL WATBR BAR NO SCALE NO SCALE (RAIL NUMBERS 118, 121, 122, & 124 PER £NGYNIMS 77?Al MASTER PLAN r•�a :.Rr•.r • •• I 474" " /29(8" FAIN.ESS FEEL IT IPICAL -� r- DBTAII.. WH DUPE CROSSING SIGN NO SCALE 9 GRAPHIC SCALE 1" =300' /�/ 5 0 300 600 900 " Ilk, PC � P Nq ExTES�t7 t2^ z4tia. p,OFESSj® T 3 MAP I ASS EN STONES tS P R PAS � ®,p��S A ASBUII.T � U14TYFF SAN DIEGO & ASSOCIATES w No. 29375 m i1 1 l DSI'AII, Exp. 03/31/15 RECREATIOAL TRAIL WATM BAR CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 JAMES A. LARET DATE T NO SCALE S Y 'S'l CIVIL Q A.C.E. NO. 29375 J��w SHL� 1 ph 858.259.8812 f fz 858.259.4812 pisaengineerin8.com q� OF CAL1F�e� EXP. 03131115 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCARF oESiTGL ev oa TL BY _ CHECKED JAL BY APPROVALS CITY OF EI+NCU TTAS ENGINFXJMqG DEP"TMF+NT DRAVaNG NO. ADDED SHEET 3A IM 24113 1 COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR 1.1 MI. S.W. HODGES DAM, 15' N'LY OF , A v %�T _ C/L HWY. BENEATH CONC. FLUME CENTER, HORIZONTAL N/A �`, DATE: lye BY: BY: /III 'y F�OR71WA R"C13 ROAD & 6�q,2 ®V HOWL. CONC. CULVERT, STD. TAB MXD '�.IR/ -- R. C. E. N0. 29375 1938 -H28 -148. VERTICAL N/A DATE: _ DATE: 1212G/ 1> 3 R"CHO ELEV.= 148.221, A.M.S.L. NGVD29 ES A. LARET EXP. 03 -31 -15 MY OFENCEVITAS T.M. 89 -031 JSHEETOA OF 29 0 CURB DATA TABLE NO. Al BEARING RADIUS LENGTH DESCRIPTION <4> 47-39-30" 284' 236.23' 6'X15 " PCC FLUSH CURB 2 47-39-30" 260' 212.24' 6" PCC C &G PER SDRSD G -2 <3> S79.48 54 "W - 80.54' 6715" PCC FLUSH CURB 4 S79 °4854 "W - 28.75' TRANSITION & 6" PCC C &G 5 S79 °4854 "W - 23.07' 6°X15" PCC FLUSH CURB 6 S79 "48 54 "W - 25.14' TRANSITION & 6" PCC C &G (7> 8 721 '36" 2BB' 42.02' 6715 " PCC FLUSH CURB 8 B "21 '36" 312' 45.52' 6'X15 " PCC FLUSH CURB 9 8 "21 '36" 312' 45.52' 6'X15 " PCC FLUSH CURB 0 B "21 36" 2BB' 42.02' 6 "X15" PCC FLUSH CURB 1 S79 "48 54 "W - 230.59' 6 "X15" PCC FLUSH CURB 4" DYER \ \ \ 579.48 54 "W - 230.59' 6 "X15" PCC FLUSH CURB GRAPHIC SCALE I " =40' 0 40 60 120 JAMS A. LARET - DATE R.C.E. NO. 29375 EXP. 03131115 REVISIONS I APPROVED I DATE / W- �� f EXIST s / f f 1 REFERENCES DATE BENCBMARK -- - COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NGVD29 v AL EANC n6'` 7_;uaq lr 4T / 1 -11 ° -- - - - - -- - - - - - -- - - -- MOVE EX. --440- J -- o PAVEMEW CT - - _ LL cn LLi _ _ m m - - ujw En En TIT / ® / SAWCi7f AND INSTALL IMPROVEMENTS (TYP) f �W,Xwzl HORIZONAL _1 " =40' VERTICAL 1 " =10' _ --------------r - - _ _ 1T._ INSTALL 8' RIDING TRAIL — — PER- DETAIL -SHEET -3A (TYP) in EXST. - - SEWER MAIN � PER�J� I - -tom R.O.W. Al BEARING RADIUS LENGTH 1 47-39-30- 272' - —R 0: S79.48'54 "W - 80.54' 3 8 °2136" 300' 43.77' 4 872136" 300' 43.77' 5 wa - 230.59 ° _w - U3 -- -_rn MLU / ® / SAWCi7f AND INSTALL IMPROVEMENTS (TYP) f �W,Xwzl HORIZONAL _1 " =40' VERTICAL 1 " =10' _ --------------r - - _ _ 1T._ INSTALL 8' RIDING TRAIL — — PER- DETAIL -SHEET -3A (TYP) in EXST. - - SEWER MAIN � PER�J� I - -tom R.O.W. c En Ca F En --t INSTALL 6" CURB AND GUTTER PER SORSO G -2 CONSTRUCTION CENTER LINE DATA TABLE 1PLAN NO. Al BEARING RADIUS LENGTH 1 47-39-30- 272' 235.23' 2 S79.48'54 "W - 80.54' 3 8 °2136" 300' 43.77' 4 872136" 300' 43.77' 5 wa - 230.59 ° _w - -- -_rn MLU X111~ -OLU AC \ Lu L Q� w -m 4" DYER \ \ \ 6" BASE c En Ca F En --t INSTALL 6" CURB AND GUTTER PER SORSO G -2 CONSTRUCTION CENTER LINE DATA TABLE 1PLAN NO. Al BEARING RADIUS LENGTH 1 47-39-30- 272' 235.23' 2 S79.48'54 "W - 80.54' 3 8 °2136" 300' 43.77' 4 872136" 300' 43.77' 5 N79 "48'54'E - 230.59 ° PLANS A. 0 REMOVE EX. AC PAVEMENT REPLACE W/ 4" AC OVER 6" BASE X.00 y R.O.W. '--ZERO HEIGHT_ R.O.W. i. _ CURB 1'..30 ¢ _! a Q _ a Lnc AC7n FEND a t itlV?� c 1 9.7' III 'i F11 2.7' RAIL FENCE PERK` DETAIL SHEET 3A ti INSTALL 1' GUNNITE — BROW DITCH TYPE 2 RETAINING WALL PER SDRSD C -2 AC PAVEMENT-1 THE SUPERVISION OF RECOMMENDED DATE lei,2�351_ BY: R.C. E. NO. 29375 DATE EXP. 03 -31 -15 c 12' PAVEMENT INSTALL ZERO-1 L TO REMAIN HEIGHT PCC CURB EXST. 8" PVC SEWER MAIN r EASEMENT NOTES i .i FOOT PRIVATE •t;t E4SEMENT AND PUKIC UTILITY EASSENT PER DOC. NO. 19804 FlLED JANUARY 31 1964 AAV PRQPMED 60 FOOT PRIVATE ROAD EASEMEN7 EXISTlNS 20' PRIVATE ROAD EASEMENT C414NTED TO ALBERT M. 01ST07M BY toot FEMROED AUSUST a 1976, FILE t 4" AC ON 6" CLASS II BASE VARIES INSTALL 6" CURB & GUTTER PER SORSO G -2 GRIND & OVERLA `N J A - U . Cm a 0' HEIGHT CURB G-2 CURB & GUTTER INSTALL CURB SAWCUT LINE DETAIL NOT TO SCALE NOTE' SAWCUT AND AC REMOVAL AND OVERLAY IS HEOUIfED ALONG ALL CURB INSTALLATIONS WHERE THE EXISTING AC ROADWAY IS TO BE RETAINED. GON�ritzuG�lON t940T% GpWAnS X A XW 1 LOCO dgW00W PA4&Vf VV VOWA.J(Ar4PW, ao"Ir-U60 ` $SIOn.- No. 29375 Exp. 03/31/15 DETAIL A- CIVIL P NEW SHEET a � Ca- APPROVA]LS CITY OF ENCINITAS ENOWEERING DEPARTMENT DRAWING NO. APPROVED GRADING AND PRIVATE STREET IMPROVEMENT PLANS FOR: BY: AA, DATE. 12126113 FORMNA R"CH ROAD ♦` RANCHO ' / CrFY OF ENCIWAS T.M. 89-031 Tue. Nov 26,2013 PLSA 10108C - t STATION 11 TW 428.26 STATION 16+48.16 TW 430.17 STATION 16 +90.76 TW 429.53 STATION 17+32.63 1 TW 430.80 IN7 3 16TE 0 1 16 +48.16 PANEL 1 TW 430.80 STATION 16+60.65 BW 426.99 STATION 16 +60.65 TW 430:80 STATION 16+60:85 e4; WT mkff W.4 PANFI 3 PANEL 4 TW 428.26 STATION 18+10.48 BW 423.18 STATION 18 +10.48 TW 428.89 STATION 17+62.74 BW 423.81 STATION 17+62.74 TW 428.26 STATION 18+10.48 TW 428.89 STATION 17+62.74 TW 429.53 STATION 17+32.63 BW 424.45 STATION 17 +32.63 0.17 N 16 +90.76 25.72 )N 16 +90.76 TW 427.62 STATION 18+26.92 0 TW 426.99 STATION 18 +38.67 1-5 BW 424.45 18 +38.67 STATION 18+42.34.' PANEL 9 TW 427.62 STATION 18 +32.06 31 BW 423.81 18+26.92 STATION 18+33.53 PANEL 8 W PANEL 5 TW 426.99 STATION 18+60.43 BW 425.08 STATION 18 +46.75 = STATION 18 +46.75 CANYON DE ORO TW 426.99 STATION 204.19 8W 424.45 STATION 18+38.67 TW 428.89 STATION 17 +86.98 PANEL 7 BW 423.18 STATION 17+86.98 TW 427.62 STATION 18 +26.92 BW 423.81 STATION 18+26.92 OESS No. C047327 * Exp. 12 -31 -17 AS BUILT NOTE: THE STRUCTURAL DESIGN OF THE KEYSTONE REVIEWED AND APPROVED BY ESGIL RETAINING WALLS HAS BEEN CORP. AS PC 15 -2106 KOLOA PACIFIC CONSTRUCTION, INC. 12527 KIRKHAM CT, POWAY, CA 92064 OF (858) 486 -7800 (858) 486 -7811 �� $E NO. A-930720 ERNEST H. GRABBE, JR. DATE R.C.E. N0. 047327 EXP. 12131117 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE �ESI oR CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GL L ADDED SHEI AA. A,^ 4-1110filk COUNTY BENCH MARK H -0028 MI. S.W HODGES DAM BENEATH CO C�. FLUME CENTER, HOWL. CONC. CULVERT, SID. TAB MWO 1938 -H28 -148. ELEV.= 148.221, A. M. S.L. NGVD29 HOR120NAL 1 " =40' VERTICAL lm--10' PLANS PREPARED UNDER THE SUPERVISION OF DATE; 414116 R.C.E. NO. 047327 E EST H. GRABBE, JR. EXP. 12131117 RECOMMENDED APPROVED BY: BY: 10-M DATE: , DATE 4113116 WALL IMPROVEMENT PLANS FOR: FORTUNA RANCH ROAD AND RANCHO SUMMIT DRIVE CITY OF ENCINITAS T.M. 89 -031 6242 -G SIGN DATE SHEET 5D OF 29 A - MIRAGRID 3XT 1.80 B - MIRAGRID 5XT 1.80--1 C - MIRAGRID 7XT 429.53 FT 430.8 FT 427.8 FT 426.99 FT 4.16 0.17 1.35 0.23 TOE DRAIN 0.23 1-*- SECTION 1: (0 FT - 12.5 FT) -1.80 0.27 2A 1A 0.24 430.17 FT 1.83 . 2A 426.73 FT 1 A 0.23-H 425.72 FT TOE DRAIN 0.23 SECTION 2: (12.5 FT - 42.6 FT) 2.03 1.80 0.27 428.89 FT -r- *TOTAL PANEL HEIGHT SHOWN 429.53 FT 425.41 FT 424.45 FT 428.89 FT 0.27 4.37 0.23 M TOE DRAIN 0.23 SECTION 3: (42.6 FT - 72.0 FT) iRL!�j 2.02 1.80 0.27 zA i/_1 425.11 FT 1 424.5 FT 424.5 FT 0.23 9 0.23 0.23 423.81 FT 423.18 FT 423.18 FT TOE DRAIN TOE DRAIN TOE DRAIN 0.23 J9 1 0.2319 1 0.23 SECTION 4: (72.0 FT - 114.6 FT) SECTION 5: (114.6 FT - 144.0 FT) SECTION 6: (144.0 FT - 167.5 FT) 1.80 1.80 0.24 428.26 FT 0.17 3.70 2A 427.62 FT 2A 0. 10 � 3.01 426.99 FT 1.54 424.5 FT 0.23 424.99 FT 0.23 1A 425.71 FT 0.23 423.18 FT 423.81 FT 424.45 FT TOE DRAIN TOE DRAIN 0.90 0.23 J90.23 0.23 J9 (~ SECTION 7: (167.5 FT - 185.8 FT) SECTION 8: (185.8 FT - 197.6 FT) SECTION 9: (197.6 FT - 207.9 FT) AS BUILT *TOTAL PANEL HE N NOTE. THE STRUCTURAL DESIGN OF THE KEYSTONE RETAINING WALLS HAS BEEN REVIEWED AND APPROVED BY ESGIL CORP. AS PC 15 -2106 GI -siCr KOLOA PACIFIC CONSTRUCTION, INC. 12527 KIRKHAM CT, POWAY, CA 92064 (858) 486 -7800 (858) 486 -7811 �, NEW SHEET LICENSE NO. A-930720 4 ERNEST H. GRABBE, JR. DATE R. C.E. N0. 047327 EXP. 12131117 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DES�TC BY DRAWN BY CH BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAINING NO. jC ADDED SHEET 4 ]CIL COUNTY BENCH MARK H -0028 1.1 MI. S. W. HODGES DAM, 15' N'LY OF HWY. BENEATH CONC. FLUME CENTER, 19 8 -H28 148ULVERT, STD. TAB M'KD ELEV.= 148.221, A.M. S.L. NGVD29 HORIZONAL 1"=40' VER77CAL 1 " =10' PLANS PREPARED UNDER THE SUPERVISION OF DATE: 4/4/16 EAh� " R.C.E N0. 047327 ERNEST H. GRABBE, JR. 4 EXP. 12131117 RECOMMENDED BY.• DATE _. APPROVED BY: /� • it/1 .G- DATE. 4113116 WALL IMPROVEMENT PLANS FOR: FORTUNA RANCH ROAD AND RANCHO SUMMIT DRIVE CITY OF ENCINITAS T.M. 89 -031 6242 -0 SIGN DA1E SHEET 5E F 29 GRAPHIC SCALE 1 " =40' 0 40 80 120 AS BUILT JAMES A. LARET R.C.E. NO. 29375 EXP. 03131115 REVISIONS DATE APPROVED DATE 7 AA 124L of REMOVE PORTION /- "q CE 7 LLJ SURF, CE ATPQVED\B CITY\ IL tv TO a I . I / • / I - 1 p) ILI: WITH THE TYDF \� \ \' o��., ° ,o��iw ice• tN R= 20.0'.�� q� I ILI I ¢ l H I � � $maw € to O 1 m LIc \ FQ- fi CURB DATA TABLE \I \ _ C - - - -- -- •-- F T 11Y91 HLL rtuL VI'1VJJA P /G•! \ 1\ L 29 SDRSYj -12. SEE DET IL SHEET gb 392 4 __ R.O.W \+073 5 CAN SUMMI VE -41.5 \ \ FL= .0 \i 0 OR \ FLr?865 AFL =37Q.5 ` \ \ \ m o Y F- j \ Q \ \ Si 1 \ CONLti BROW d TCH \ \ \ I- \ \ \ \ \ \ \ \\ \ \ o \ \ \ \ \ ^ v \ ST SI \ RE .WALL Q \ \ \ AU REMO T. ACS En.D LL-, 303 ENO �c 4 \ \ m�c°no \\ \ \ \ \ --SEE.. OET ICS \ a+o rW \ \ m \ STORM DRAIN DATA TABLE NO. Al BEARING RADIUS LENGTH QI DESCRIPTION 113.27' 1 N79'4854 'E - 41.28' 36" RCP 6'X15" PCC FLUSH CURB ® <2> N79'48 54'E - 41.28' 36 *1239" 6'X15" PCC FLUSH CURB <j> 06 "4345" 488' 57.31' 6'X15" PCC FLUSH CURB (4> 14 °16'01" 512' 127.49' 6'X15" PCC FLUSH CURB (5 > 11'05 20" 468' 94.45' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' D.C. <6> 03 °33'04" 512' 31.73' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' D.C. (7> S61'5949 "W - 403.23' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. (B> S61 '5949"W - 403.23' 6" PCC C &G PER SDRSD G -2 1/ 2' OPENINGS @ 20 ' 0. C. (6> S61'59'49 "W - 131.30' 6'X15" 6'X15" PL;C PCC FLUSH FLUSH CURB CURB 0 S61'5949 "W - 131.30' 1 90 °00'00" 30' 47.12' 6'X15" PCC FLUSH CURB 2 48 °10 21" 212' 178.24 6 "X15" PCC FLUSH CURB 3 121 '5255" 30' 63.82' '6'X15" PCC FLUSH CURB 4 16 017'26 " 188' 53.45' 6'X15" PCC FLUSH CURB REFERENCES DATE BENCID&M M - -- -- - COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, FOWL. CONC. CULVERT, STD. TAB MXD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NGVD29 SCALE HORIZONAL 1 " =40'_ VERTICAL 1 " =10' NO. BEARING LENGTH DESCRIPTION QI SBB'18'57'W 113.27' 36" RCP © S88 - 18'57'W 101.14' 36" RCP © S62 °05'20 E 31.29' 18" RCP ® S1 °41'03'E 2.49' 18" RCP (SEE DETAILS SHEET 2E) CONSTRUCTION CENTER LINE DATA TABLE NO. Al BEARING RADIUS LENGTH 1 N79 -4B54 'E - 41.2B' 2 17 049'05" 500' 155.49' 3 S61 *59'49'W - 535.08 ' 4 11 °5742" 200' 41.75' 5 36 *1239" 200' 126.40 ' DESIGNED BY _ _ DRAXN BY CHECKED _BY __ TGL - 1 TGL JAL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED DATE/2•F•13P ' R.C. E. NO. 29375 DATE: 411MES A. LARET EXP. 03 -31 -15 P.C.R. TWTW =379.5 BW =379.5 EASEMENT NOTES EXISTING 60 FOOT PRIVATE ROAD EASEMENT AMU PLELIC UTILITY ❑1 EASEWNT PER DOC. N0. 19804 Flan JANUARY 31, 1954 AAD PROPOSED 60 FOOT PRIVATE ROAD EASEMENT CONSTRUCTION NOTES STOP SIGN PER RI -1 STREET NAME SIGV PER -134 ®CVWdV4 6T- A LLN4 1kork Yawn W*W rep MrAW4INIA WA I- KA" !'I eAIA0012 OY VAo Vd�G1FSG GotJGfRZUG[taJ. tNG. nA1' �1�Z2 -lC� APPROVALS APPROVED / BY: 4A —AA �G•--- DATE: 1 &12(,113 Weyt I'w; F.66 FL= 379.06 i EL= 378.38 - FS =37 . — -- `4v / FL- .70 4"-PVC SWALE F5= 377.7 SLUDRAIN PIPE — L Ft 77 42 O TO 29 +37.5 TYPE IR }o — FL =3 727 ��' G CATCH BASIN CROSS GUTTER DETAIL SQ �a oa0f ES; & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Sae A, Solana Beach, CA 92 ®75 ph 858.259.8212 1 £z 858.259.1812 ! p1saengineesing.com O,PM�S A. Lgq�C ND. 29375 Exp. 03/31/15 CITY OF ENCIKUAS ENGINIHMUNG DEPARTIVF?NT DRAWING NO. GRADING AND PRIVATE STREET IMPROVEMENT PLANS FOR: FORTUNA RANCH ROAD & 6242 -G RANCHO SUMMIT DRIVE A C=OFENCINITAS T.M. 89-031 SHEET L6C OF 29 Mon, Nov 25,2013 Pi SA 10108C STRUCTION o� 1 STOP SIGN/ STREET NA 4" PVC SCALE SUBDRA SEE SHEET C/ / C 1 +00 RANCHO SUMMIT RIVE= / A q 29+73.53 / r / • r -s% a u : KI 11 r • -1 -1 1-11 m � I GRAPHIC SCALE 1 " =40' 0 40 80 120 JAMES A. LARET R.C.E. NO. 29375 EXP. 03131115 REVISIONS ADDED SHEET _78 WViW W;Ii W DATE v 1 NOTE: P0R770N OF WORKIN COUNTY SHOWN WALL CEO STA 29 29.17' LT NMR ONLY. REFM BEGIN C -2 WALL TN =379.5 3 TO I.--15624 FOR WORK WI77MV COUWY. ' 4TW =379.5 J' W =980.1 v n -383.0 � / 1 fu o � 14 � En OP>�i3PAGB /B M Q V9 1 PARMA / TWA 88. Q _ ! Ell Q i w _ / W=383: 9 j fTW= fi o<p# o r �o / / / t / / / / pp0 /` moo., �, f� .. BWr38 3 Q a + n ma / f y�ru f f/ // // / AOCIC /SW E / / °' f / jj f 2 sit % Yp r / �' f / �fPECREAT'IONAL TRAIL i — — / �� / �m6� -r / / / / / DEYAIL T /2E/ R/W f j ° / j 1 / PER /DETAIL ShLEET 3A ILA EMPIRES OW Wiwi i iu • R 1 `fin. ✓ � �. -• s u9. ..• '�.. �• .a .•w _ _ � ti• .•�. .NO � � .a P -, •a. ..ui -• ti. �. ti. .os�> .I�ic� ��..��.3 Z � Vii"_' `�._ � � • Z.. 3..n�.�G. —_� e!��`:C_ � —�_° �� - r�Ci^7�..� �n�. eS ti�i�Z..�Z.�Z ?_— JCi•�yg -gam ?. ® i .�_ �► �►� .,,/ � -- ice, ;:, �� , // � �► �♦ -�� - :. �-- ...,,__� .3a, .eri�i�f•�. a� ii�__�i�� _y_ ewn �.__ ►�!!��H.v7� -.iz� ��fi�•T. ?.NTn'��i_ - - -- �•.. CONSTRUCTION CENTER LINE DATA TABLE NO. Al BEARING RADIUS LENGTH 1 r O - 95.43' 2 27 *24'00 " 250' 119.56' 3 N55 24'11 "W - 480.96' 4 \ �,� ' \ t 5 \ �Q �'! _ OPENINGS @ 20' cn 32 u SPACE FENCING W p' ° ~ ru 00 o 1n c OPEN SPACE SIG;A ' � m ru R W/ 2 OPENINGS @ ru 2 :x 3 27 °24'00" 238' 113.82' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ g O.C. 4 mm 262' CONSTRUCTION CENTER LINE DATA TABLE NO. Al BEARING RADIUS LENGTH 1 N28 •00 '11 "W - 95.43' 2 27 *24'00 " 250' 119.56' 3 N55 24'11 "W - 480.96' 4 56 -43 '46" 250' 247.53' 5 N01 "19 '36E I - 2' DATE REFERENCES CURB DATA TABLE NO. Al BEARING RADIUS LENGTH DESCRIPTION 1 N28 *00'11'W - 57.76' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' Q.C. 2 N28'00'11 "W - 33.96' 6" PCC C &G PER SDRSD G -2 W/ 2 OPENINGS @ 20' Q.C. 3 27 °24'00" 238' 113.82' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. 4 27-24-00" 262' 125.29' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. 5 N55 24'11 'W - 480.96' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. 6 N55 24'11 'W - 480.96' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. 7 56 °4346" 262' 259.41' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. 8 56 °43'46" 238' 235.65' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. 9 N01 '1936-E - 56.53' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. 0 N01 '1936-E - 56.53' 6" PCC C &G PER SORSD G -2 W/ 2' OPENINGS @ 20' O.C. DATE BENCHMARK SCALE �- - COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL 1"=40' CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB MTCD 1938 -H28 -148. VERTICAL 1 " =10' ELEV.= 148.221, A.M.S.L. NGVD29 DESIGNED BY TGL PLANS PREPARED MES A. LARET N m EASEMENT NOTES N EXISTING 60 FOOT PRIVATE ROAD EASSeff AND PUBLIC UTILITY EASEAIEIVT PER DOC. ND. 19804 FILB7 JANUARY 31, 19'64 EXISTING 30' PRIVATE ROAD & UTILITY EASEMENT PER DOC. 89-5739M REC. DEC. 12 1989 EXISTING 25° OMWO EASEMENT PER DOC. 78 243077, REC. JidJ is 1978 CONSTRUCTION NOTES i�>✓12. ��iM WItU. pl.I� STOP SIGN PER RI-1 iT 1( -oLDA fi STREET N4ME SIGN PER DS-13A b�iFd7 ��11 -1A CHECKED BY APPROVALS JAL THE SUPERVISION OF RECOMMENDED APPROVED DATE LA40- h BY: _ - BY: ^ - R.C.E. NO. 29375 DATE_ DATE. 1212 & /03 EXP. 03 -31 -15 r / APPROXIMATE LOCATION OF EXISTING 8" STEEL WATER f MAIN PER EXT. NO. 64 3 f T.M. 11771 1 � / 1 / / / PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92975 ph 858.259.8212 � fz 858.259.4812 Q plsaengnneering.com CITY OIL EN AS ENGINEERING DEPARTMENT GRADING AND PRIVATE STREET IMPROVEMENT PLANS FOR: • J010411f T. r 5 A. L 49�( No. 29375 Exp. 03/31/15 61A ��. FI .� y r a r •• 15 EASEMENT NOTES N EXISTING 60 FOOT PRIVATE ROAD EASSeff AND PUBLIC UTILITY EASEAIEIVT PER DOC. ND. 19804 FILB7 JANUARY 31, 19'64 EXISTING 30' PRIVATE ROAD & UTILITY EASEMENT PER DOC. 89-5739M REC. DEC. 12 1989 EXISTING 25° OMWO EASEMENT PER DOC. 78 243077, REC. JidJ is 1978 CONSTRUCTION NOTES i�>✓12. ��iM WItU. pl.I� STOP SIGN PER RI-1 iT 1( -oLDA fi STREET N4ME SIGN PER DS-13A b�iFd7 ��11 -1A CHECKED BY APPROVALS JAL THE SUPERVISION OF RECOMMENDED APPROVED DATE LA40- h BY: _ - BY: ^ - R.C.E. NO. 29375 DATE_ DATE. 1212 & /03 EXP. 03 -31 -15 r / APPROXIMATE LOCATION OF EXISTING 8" STEEL WATER f MAIN PER EXT. NO. 64 3 f T.M. 11771 1 � / 1 / / / PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92975 ph 858.259.8212 � fz 858.259.4812 Q plsaengnneering.com CITY OIL EN AS ENGINEERING DEPARTMENT GRADING AND PRIVATE STREET IMPROVEMENT PLANS FOR: • J010411f T. r 5 A. L 49�( No. 29375 Exp. 03/31/15 61A ��. FI .� y r a �1 ry 15+00 rn a nny �n air aw tiarno APN 264-4,10-07 i —L )` N RECREATIONAL TRAIL _ z m — — sy y + u 1----PER-DETAIL SHEET,A �R /W 18+00 f9400 h 00 GRAPHIC SCALE ,0 0 40 80 120 ►.X JAMES A. LARET R.C.E. NO. 29375 EXP. 03131117 REVISIONS DATE Ru7S111937111199mg CONSTRUCTION CENTER LINE DATA TABLE NO. Al BEARING RADIUS LENGTH 1 .n - A A <j> N01 '19'36E - 325.00' 6" �--�= C &G ROCK SWALE -1 PER '' o a o ih rn m m w vii @ 20' O.C. 2 N01 -19365E - 325.00' 6" 2 R/W morn PER 1 , -m ti -1m W/ 2' a m @ vim; yr m i EXISTING WATER__ VEGETATED SWAt€ PER R/W o a d vn o -713-1 cn DETAIL D SHEET 2$ �, tin a s _. n alp. ©� �� *. _. - an�a APP RTENANCES DETAIL B SHEET 2E-- s ' H�� ran �., oz�. o� - �. - too - - o ;TO - R€LOCATED $EN D SWALE � Al A! 2 - -.10 ti LO a o-+ �., rni a -+,o 5" rr i rn -rcn SDRSD G -2 r a n OPENINGS � SoU34+�1 O.C. nc"o N�ai..��o - _ n• + - i! _ -i � - - n• + I m ,i �, �� , u»cn - x ED m + o W/ 2' rna , cn nz tore - - =lo r-°o ti-u r a N N N rn E rn tI s+ FNI 264' °' °-13 -T1 0 r N i7 a �+ N DO -i - �-, ro n - En -c n [n n n En n g rt» a M1y - om< oa x x x orn-c as z i i--q an '-,° a rtl mg mg o -� � �� y� PLAN o z m mm mm 1 " =40' GRAPHIC SCALE ,0 0 40 80 120 ►.X JAMES A. LARET R.C.E. NO. 29375 EXP. 03131117 REVISIONS DATE Ru7S111937111199mg CONSTRUCTION CENTER LINE DATA TABLE NO. Al BEARING RADIUS LENGTH 1 N01 '1936E - 1050.00' REFERENCES i DATE CURB DATA TABLE NO. Al BEARING RADIUS LENGTH DESCRIPTION <j> N01 '19'36E - 325.00' 6" PCC C &G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. 2 N01 -19365E - 325.00' 6" PCC C&G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. 3 N01 °1936E - 575.00' 6 "X15" PCC FLUSH CURB 4 N01 01936E - 575.00' 6'X15" PCC FLUSH CURB 5 N01 °19'36E - 200.00' 5" PCC C&G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. 6 N01 °19'36E - 200.00' 6" PCC C&G PER SDRSD G -2 W/ 2' OPENINGS @ 20' O.C. - -- COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NGVD29 HORIZONAL 1 " - =40'_ VERTICAL _ I"=10' EASEMENT NOTES A% m,} �p A �• � ro bro NOTE: PORTION OF WORK IN COUNTY SHOWN HEREON FOR REFERENCE ONLY. REFER TO L -15624 FOR WORK VMH1N COUNTY. i ROCK SWALE PER / DETA I—D SHEET 2E% T m m ROCS�(( D SW LE PE, �q DETAIL SHEE 2E LX151ING 60 FOOT PRIVATE ROAD EASEMENT AND PL&IC UTILITY EASEMENT PER DOC. N0. 19804 FILED JANUARY 31, 1964 EXISTING 30' PRIVATE ROAD & UTILITY EASEMENT PER DOC. 69- 673800, REC. DEC. 12, 1989 ❑EXISTING 30' PRIVATE ROAD & UTILITY EASEMENT PER DOC. 91- 0508087, 3 REC. OCTOBER 1, 1991 ®EXISTING 30' PRIVATE ROAD & UTILITY EASEMENT PER DOC N). 89- 152344, REC. MARCH 24, 1989 EXISTING 30' PRIVATE ROAD & UTILITY EASEMENT PER DOC. N). 89- 152343, REC. MARCH 24, 1989 ©EXISTING 60' WIDE IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR ROADWAY PURPOSES GRANTED TO SAN DIEGO CaWY, DOC. N). 310317, DATE NOV. 20, 1972 NEW SHEET 'REP RED ER HE SUPERVISION OF RECOMMENDED DATE: _l_^-I) BY: E. NO., 29375 DATE: A. LAR EXP. 03 -31 -17 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 ( fa 858.259.4812 1 plsaenglneering.com APPROVALS CITY OF ENCIKffAS ENGINEERING DEPAI APPROVED GRADING AND PRIVATE STREET IMPROVEMENT PLANS FOR: BY: -m-'V4 ___ FOR7VNA RANCH ROAD & DATE: 7-/2/17 RANCHO SUMMIT DRIVE CITY OFENCINITAS T.M. 89-031 A. No. 29375 Exp. 03/31/17 6242.G SHEET 8C OF 29 PLSA 10108CONSTRUCTION W r 6)�% ► ► In EX. CATHODIC PROTECTION i EX. CATHODIC PROTECTION TEST m EX. HAND HOLE s EX. TESTING BOX /TESTING STATION EX. WATER METER o EX. WATER VALVE EX. NATERLINE W 20" S J / UNI/f K / NERIF� SEW J PFylUR T CON7 / T�S" c ST*' 30+Q0 WIL,L�IAM4, n V STA 293 +4 /3t19 RANCHO MI U EX. WATER METER, 6, & , APPUR ENAN TO BE MOVED TO BACK l F TR WATER DATA TABLE NO. Al BEARING RADIUS LENGTH REMARKS Q NO3 '46 23'E -- 186.31' 8" PVC CL -200 02 18-11-02- 1000' 317.37' 8" PVC CL -200 Q N14 24'38 "W -- 294.13' 8" PVC CL -200 Q N14 24'38'W -- 133.54' 8" PVC CL -150 C STA 24 +50.00 INSTALL CATHODIC PROTECTION RECTIFIER & SHALLOW ANODE BED. CONNECT TO OMWD 24" & 27" PL'S. ANODES TO BE INSTALLED IN SEE SHEET 13W TRENCH OF NEW 8" PVC SEWER LINE. CONTRACTOR TO COORDINATE WITH OMWD EEJ O q\!',; C STA 23 +62.12, 27.74'LT CONTRACTOR. f l 2 L RANCHO SUMMIT DR. j C STA 26 +4$.53, 8f 97' LT J/ INSTALL 90/' BEND & INSTALL INSTALL 2 80 R JOINT RESTRAINT ASSEMBL RUC / 0 Q UNIFLAN6E ( l I , / OM�YD A- 1/ 8' TRAIL PER OITY � 00 SEFjTES (d= 91j'43'45 ") OF ENCINITAS jjRAIL STANDARDS (TY) [T DR. ! J Z)Tll ( 1/ 1f i EX. MANhOLE ADJUSTED TO FINAL GFfADE J j /, E IL fl ) l l l lj ABANDON Eke / 6 fun 1 / 1 ABANDON EXfI CP ROAD CONSTRUCTION CENTER L.DE DATA TABLE NO. Al BEARING RADIUS LENGTH 1 N01 '19'36'E - 90.00' 2 3'3251" - 61.91' 3 4'14'14" 1,000' 73.95' 4 5 °44'04" 1,000' 100.09' 5 5-05-32" 1,000' 88.97' 6 00 '40'58" 932.56' 7 4 NOD *38'12'E - 40.00' 8 10'11'11" 1,000' 1y7.7 9 N14 24'38 "W 10 N14 2 '38 "WI - 1 23. 7' I r SEE SIMEr 12w I (f 1` ,/ it EASEMENT NOTES I i C S A 111 +615.4d. 20% LT RANCHO SUMMIT DR. PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER ( ( r i ( I , IIN AL B7 TE W/ 13 -8 "I GV 6 T8 PER MAP 14032 OM D 3. 2" BO PER MWD A -1.3 & -2g MAR PE A-�.3 EAST£NT FOR PUBLIC ROAD AND UTILITY PURPOSES ( 1 IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS 10= 89'44'63 ")1 I PER MAP 14032 I VERIF% SEWFR bEPT0 20' WIDE EASEMENT FOR RECREATIMAL TRAIL IRIORITO CQNST,RUCTION L FMS PER MAP 14032 J 1 ( SEE DEVIL J I LbT7 s 3 FDIC SEWER EASEMENT TO THE CARDIFF J / f 1SHEET121� ! � j I �- �+� SANITATION DISTRICT PER MAP 14032 10+06 J 1 S P6URTI = / / lE EASEMENT FOR INC41ESS EGFES$ AND PUBLIC C A 3. 401 N(;HO S m ® UTILITY PLfFOSES TO THE OLIVENHAIN MUNICIPAL gyp!Es1 WATER DISTRICT PER MAP 14032 f 1AT 3i l /I J ! ( M �� \ \ t/0 EXISTING EASEMENT FAQ WATM PIFELIIVF PURPOSES © TO THE OLIVR"IN MUNICIPAL WATER DISTRICT PEI (z ( I PRgPOSE 8" PVC 1 / 3 +00 \ 4 - ( Q P S9 0000ENT FECORDED MAY a 1961 AS FILE NO. w 76608 OF O.R. / 5vl1pIPEf IN ENIT EX. IOMWO /MONUM NT + ^� ( I CS �327L NE /ER ( ( w „ �� \ \ W EXISTING EASEMENT FOR WATER PIPELL PURPOSES STEEL TO BE IRELOC /ED *i ( ( i i j I \ _ ❑7 ,� �� ,.-- _ "" p "� \ \ TO THE OLIVENiAZM MUNICIPAL WATER DISTRICT PE! yr PIP LINE ! / ago 1 1 ( o \ T � / � ,=' ' � \ , "-( �. ..- \ /AW DOLiAfENT AECOi?[lE0 DECEMBER 7, 1982 AS FILE ND. r — f 0 I / �% 374421 OF OFFICIAL AECOFDS ABANDON ING EX. ! 9 cn N 1 31 +Q ._ \ TESTING STATION l l I �?„ � \ \ C SiA 3� 42.00, 25' RT OR % / �+ I \ \ - -, j I \ EXISTING EASEMENT FOR WATER PIPELINE PURPOSES POTHOLE PRIOR TO 30 ! ! �- w , 1 t EX. R \\ \\ RTOMI WATER 0 TO THE OLIVOMIN MUNICIPAL WATER DISTRICT PEI / CDNSTRUCTIDN I l i � �n r \ \ / MAIN ABANDON COR SIO►N DOCU4ENT RECORDED JAAVARY 16, 1998 AS FILE ND. I TION I / 3 y �' +00 1 ! \ \ \TESTS TION 1998 - 0024165 OF OA. � j \ \ EX.\ VAULT \ ABANDON EiK. C�7RROSIO� 1q EXISTITXI EASEMENT FOR !�E LIAES AND R.0 �� / \ \ \W \ \ TO FiN�(MAIN \ \ TEST STATION / '\ (VERGROU1\p CONDUITS TO SAN DIEGO GAS & ELECTRIC COMPANY 11, i� PA OF O.F ,i T SA ON 9 \ PROTECTION DE� ILTEST T \I \ 1 � VEA FY �WER ppE'P F20] PRIVATE ROAD & FDIC UTILITY EASEMENT OVER 3 / J - t / !8 m ( ,..; ° / \ PAI R TO GQNST U LION\ .\ \ \SHEETW \ \ \ \ \ P.M. 11725 PER DOLU£NT RECORDED ENJOYMENT OF - �� \ \ ST 39 +75, 191, \ / �Zl Y _ �s !W ' \t \ \ \ rE AHYD T ASSEMBL K #7 \ \: Dom. ND. c�00- 0172441 OR. OpbSE� 8• SEX. 38' OMWD PIPEL�I \ pE C -��. 1 W/ CHECK r 25 +d0 _,< <r ;_ ( \ PVC W R ! PER SD,001 -5215 \ \ V C7 TO EX. 24" 21 10- ANnON D STRICTPER MAP 1032 CARDIFF ( q 1 ! 1 — — R/W MAIN C - \\ i \ A EXP. WATER VALVE TO B �� ADJ D TO FIN L GRAD l \ f 6 I J E CP - 1 I 9 \ 2 1 \ lK S \30 +50.00' 0 FDIC SEWER EASEMENT OVER ALL OF LOT 33 TO STA �7 s, 2 . 1 ' R7\ \ ` PELIN7E BOND STATION. BOND BETWEEN OMWD THE CARDIFF SANITATION DISTRICT PER MAP 14032 EX. WAT l�APPIi TENAN ES f \ I EX. VA VES TO VE / / i \ \ \ \ 2 27 "\ AND 36" PL'S. PER SEPARATE \ \ i I / CC C &G PEIi FIR I i �R HY RANT ASSEMBLY A9 / \ PLANS BY RF YEAGER EXISTING EASEMENT FOR WATER LIDS AND \ TO )BE REMOV8E & EPLAC i \ \ \ ADJUSTED TO F NAL GRADE ( ! E GG PER OMWD C -1.1 OW/ CHEC \ � AT BARK OF SWAL 4 j H DR T PROT CTIONI W l ARPlRTENAIVCES TO THE OLIVENHAIN MUNICIPAL 1 i \ \ STA 24 +50.00, 16.5' R D 1fAIL SHEET 2 VALVE CONNECT T EX. 2\ 1 WATER DISTRICT PER DOCU4£NT RECORDED NOVENDER 24, 1971 AS FILE NO. 273593 O= O.R. I TALL "WATER. SERVIC i\ \ E $7' STIFEL OM�WD \ \ 0MND\P STEEL \ \ \ S '. \ 30 EXISTING GRANT OF EASEMENT FOR WATER OMWD\PIPELINE i 6" PC C &G PER F RE 1N g, 5" METER F0r�1 IRR. UN'T K PIPELINE t HYDRANT PROt,ECTI \ V I A T V A DETAILA SHEET 2W 1 1 EX.= VAULTS \ 1, A24" ST EL 0 A \ \ V A \ TOt AEMAIN � � \ 9 \ \ \ � PIPELINES TO OMWD PER OOCU�ENT RECORDED AR�F77L GRAPHIC SCALE \.1 " =40'I 1 1 UNIT B PELIN \ \ \ \ 6711 2005 AS DOC. N0. 2005- 0279287 !! C STA 2 +75, , 9' R1t \ \ \ \ \ \ \ \ \ FIRE HYDRANT SSEM Y 010\ \ \ \ \ \ \ \ \ \ 3 EX: 42' STEEL \\ \ I f \ 1 PER OMWO C -1. W/ CHECK \ \ \ I \ 14 \ \ OMW�D PIPEL\TNE 1 VALVE. CbNNECTi TO EX. 24" \ \ \ \ \ \ \ 0 40 80 1 �1 � Lp \ i ! � 7 \ \ \ \ \ -, FESS nO jr I I 9C01, i \ \\ \ AVOID CCONFLIURBWITH OXISTY RWDSVAI NA �Q� ®�p�ES A'L4q�`Fy AS BUILT TO TSB @TC 26 +1524145 RT &NC STAT26+2776863RT SALT DIEGO GAS & ELBCT'RIC CO. & ASSOCIATES y CD m o� S PVC WATER PLAN CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING s Exp. 03/31/15 REVIEWED BY.* DATE JAMES A. LARET DATE R.C.E. N0. F' =40' N W 535 North Highway left, Ste A, Sc:ana Beach, CA 92675 858.259.8212 0 f 858.259.4812 1 SREET 'sT� CIVIL P LAND MANAGEMENT REPRESENTATIVE Ph Pllsaengineering.com OF CAIIE�� EXP. 03/31/15 115 VALID FOR 18 MONTHS FROM DATE OF SIGNATLFE REVISIONS APPROVED DATE REFERENCES DATE BENCB ARKS SCALE OIaIVi $VHAIIdMUd�RCIPALWAT�DLSTRi DESIGNED PL BY _i S PREPARED DRAWN TGL Y CHECKED JAL 9_Y_ UNDER THE SUPERVISION OF APPROVALS RECOMMENDED APPROVED CITY OF ENCINITAS ENGINEERING MPARTMNT WATER MAIN IMPROVEMENT PLANS FOR.' DRAVaNG NO. _- ADDED SHEET 9W _ �AA,4A 1 13 - - COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAMS 15' N'LY OF C/L HWY. BENEATH CONC. FLUME CENTER, HORIZONAL 1_ " =40 ' � DATE )�..�.►3 BY; __ BY: . FORT'tINA RANCH ROAD & 6242 -G - - HOWL. CONC. CULVERT, STD, TAB M TCD �. _ ._ I L R. C.E. N0. 29375 DATE: DATE ]�T U (�T ��+ T �+ RANCHO E T 1938 -128 -148. ELEV.= 148.221, A.M.S.L. NGVD29 VERTICAL 1"=10' IGN DATE &ES A. LARET EXP. 03 -31 -15 ___ �_�Z_G_ f_� 3 J Vl�llrll l LRl ♦ CITYOFENCIlVITAS T.M. 89-031 - - SHEET 9W OF 29 C STA 40 +75.00 INSTALL CATHODIC PROTECTION RECTIFIER 6 SHALLOW ANODE BED. CONNECT TO OMWD 24". 27" 6 36" PL'S. ANODES TO BE INSTALLED IN TRENCH OF NEW 8" PVC SEWER LINE. CONTRACTOR TO COORDINATE WITH OMWO CONTRACTOR. J rr / / /� / LOP7 f / / LO110 r r / ! / / / / / / / // // /J t/ / // // / r r ?" / / / / f f / / / t / ! ITT t t r / r / / / f.0'1'11 r / / 1Z / / / / ..' " / r f STA 34 +2LV 19' PT r / / / f i FIRE HYD NT ASSEM LY / / / / / / / f / f/ /t / / r / / / // / / // // / / / // ♦ / j/ // / // / // l // ! / / J f ! / 1 1 I ( PER OM -1. 1 W/ CHE !l / / J / / / / t / / / / / / j VALVE/ CONNECT /TO EX 24" / / / / / f f PAGPO 5' / / / / ( , l /- / f / / / DS�MT. / / /STA /37 +92.00 25' CT r J I PROPOSED 8" PVC f K ST f34 +35!00, 29- T J / / / / / / / /TO OM PERT / f / / / f / / / f / / t / ARANON 0. 6P j J f j l t J TA 42f6.4.68.1 301 LT / J / STA 3 +70.00 T / R30C -/ - / / / ZNSyALL DATER SERVICE / / / / / / / ♦ / // / / /' / / PROPbsoo B• PV I i/ALL A E SE VIL SEWER LINE PE INSTALL W ER S CE WIC / PER OMWO 8- 1 / J / f / � / / q ¢ f 1 INS/FAi,U WAIT R L25;L / / / / +3 .0 0, 25' /RT X / / ! l / J r TER A N L715 J JP R Q W 1 1. CS -327 / ! / f f- STA 39 / /? Mi Q- 7 PE�R OMWD /8 -1.1 J / / PERJOMW / / PAOP05ED ONCE / / / � / / / / PROPOSED 8 • P t� / / ✓ / / / 4�� A y /QURBB / / / IN ALL TER SER ICE/ / / / / / / // lMIITTBE� - - - - 1 f FlAltH MAIN C� -150 / / EJy 27% STEEL P OMWD 8- d. / f f / / tMi11t t I f 1 - j f / / 1_ /- / IT K P LI f- J a� w w W. \ \ 4 4+00\ ; 35 +OQ \ \ \ 36 +Ob !- — �._� 3 S) +00_ 40 +0 W - W W W W j ! / �] J\W A \ A j 6157 \ \ \ \ ABAND N E)�. A 1 4 l R /W PCC d6G PtiR A NDO EX- CP \ \ \ \ i l P - 1 27 \ \ A A { I TESTI G B0 ( 2 2 I t A { { IAE HYQ NT \ \ \ \ (J W W OTECTII DETAIL \ W \ �V I W W 1 W � ( 1L ST 0. ) 1 \ l + \ \ SHEET 2W \ \ TES ING OX 1 AN N EX. \ { STA B +Ob.00, 5' R \ I I �' 1 \ INSTAft WAVER { � \ \ \ \ TESTI G 60X \ 1 EX. 36' OMWD �IPE�I ! ' INST LL ATE{? , CE i \C STA 33 +82.00, 25,' RT \ \ \ ` INSTALL WA ER SE VICE \ \ { PE SO- 601- 520-15 { I PER \OMVq 81.11. \ E STA \36+ l.00I 25'I RT 1 { \ i \ { P!?R QMtrD 8 -11.1 j I PER OMW INSTAL WAT R SERVICCE \ IR(STALL WATER \SERVICE { 6'\ PCt: C6G PE 1 S(fA 4 +90 19; RT PER OM B -1. 1. \ \ 1 \ \ TA .,7 +45; 19' \RT \ \ \ PER &WD \B -1. 1- ( J EIRE] HY AN \ \ \ 1 1 { j 1 \ ( \ FIRM HY RA T AS MOLY; #4: \ \ \ \ C\STA 35 +00.00 \ PRbTEC IO DE IL \ FIE HY ANT ASSEMBLY 1 i I I ( / 1 V A T V 1 1 1 PER OM C-11. 1 C NN CT ( \ V A \ PREL�AIINAR DESI INS154LL \ \ \ \ \ ( I VEE W \ \ \ \ PER OMWD C -1. W/ \CHECK I 1 \ 1 \ 1 1 TO kX. 4" / CH CK €VA VE\ \ \ \ ORROS TION. \ \ \ \ \ \ \ j \ VALVE. CONNEC TO EX. 21� \ \ I { 1 \ ABA DO �C_ \ \ CONNECT TO' OMWD 4 ", 7," 6 36 \ \c ST` 35 +�t0.0 251' R \ \ \ \ \ l \ \ 1 \ \ \ \ \ \ { I { "' I 6 . PCC CGG \PER \FIR HYQRA�VT \ \ \ j { { { / I I { \ TEST NG BO \ \ PL\'S. PER SEPA qTE PL NS BY \ \ \ \ \ \ \ \ i \ \ \ \ \ \ 1 \ \ 1 PFIOTEC1'ON pETAIL S EET 2 1 1 \ \ I I<C \ INSTALL WA R �ERVIGE \ \ \ \ \ \ i 1 ` \ \ \ l \ \ A { \ AF AYEAGER \ \ \ \ \ LQT16\ bO1'1� \ \ 18� \ I \ \ 1 \ PER OM 8 -'Z. 1.\ \ \ \ \ V A \ a \ V A V A V A A � l A \ 4 \ V A LO!'19 vLfirlf �v GRAPHIC SCALE 1 " =40' 0 40 80 120 AS BUILT JAMES A. LARET R.C.E. NO. 29375 EXP. 03/31/15 REVISIONS DATE x_17 ggelr1g!Amma I WATER DATA TABLE NO. Al BEARING RADIUS LENGTH REMARKS ® N14 °24'38 "W -- 1075.28' 8" PVC CL -150 REFERENCES DATE BEv(''IDdARK -- -- - COUNTY BENCH MARK H -0028 -_- 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M XD - 1938 -H28 -148. - - ELEV.= 148.221, A.M.S.L. NGVD29 8" PVC WATER PLAN 1'=40' SCALE OL(ARMAM MMCIPAL WATM DISTRICT HORIZONAL 1_ " =40'_ VERTICAL 1 " =10' S GN DATE PREPARED UNDEa HE SUPERVISION OF RECOMMENDED I0 v DATE BY: - iY� R.C.E. NO. 29375 DATE: A. LARET EXP. 03 -31 -15 lei ./ EASEMENT NOTES [A] PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 0 EASEMENT FOR PUBLIC ROAD AND UTILITY PUIPOSES IFTEVOCABLY OFFEND TO THE CITY OF ENCINITAS PER MAP 14032 ❑2 20' WIDE EASEMENT FOR FED:E4TIWL TRAIL PUEOSES PER MAP 14032 ❑3 PUBLIC SEVER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 ® EASEMENT FOR IEEIESS, EGRESS, AND PUBLIC UTILITY PUEOSES TO TEE OLIVENRAIN MUYICIPAL WATER DISTRICT PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PUSS TO THE GLIVEWAIN MUVICIPAL WATER DISTRICT PER DOCUMENT RECORDED MAY -1 1951 AS FILE AO. 76608 OF OR. ❑7 EXISTING EASEMENT FOR WATER PIPELDAE PUSSES TO TFE OLIVENiAIN MANVICIPAL WATER DISTRICT PER DOCUMENT RECORDR3U DECEMBER 7, 1982 AS FILE MO. 374421 OF OFFICIAL RECORDS ❑g EXISTING EASEMENT FOR WATER PIPELINE PRJRPOSES TO THE OLIVENiAIN A1IVICIPAL WATER DISTRICT PER DOCUMENT RECORDED JAAAIARY iS 1998 AS FILE AO. 1998 - 0024166 OF Q.R. ® PRIVATE ROAD 6 PUBLIC UTILITY EASEMENT OVER LOT 33 FOR THE aEAEFIT, USE ANO ENJOYMENT OF MUM. 11725 PER DOCRA£NT RECORDED 4 -5-00 AS DOC AO. 2000 0172441 OF O R. 21 10' WIDE PGLIC SEWER EASEMENT TO CARDIFF SANITATION DISTRICT PER MAP 14032 ® PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO TFE CARDIFF SANITATION DISTRICT PER MAP 14032 EXISTING EASEMENT FOR OC839UM UTILITIES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 34 1996 AS DOCUMENT AO. 1996- 0049072 OF OFFICAL RECORDS. APPROVED ..OPLANS O. BY., FORYUNA RAINCH ROAD •` DATE. RANCHO O,P�ES A. L49,2k( No. 29375 Exp. 03/31/15 q MATERIALS LIST EXISTING INLET VAULT FOR ROGER MILLER I EXTERIOR TOP OF RESERVOIR. REF. DWG: UNIT "K" ROGER O 2" BRASS 90 DEGREE ELBOW, THREADED MILLER RESERVOIR STEEL TANK, SHT 3 OF 5, EXISTING VAULT OMWD SHT ID 12864. Aw O 2" BRONZE BODY BALL VALVE, THREADED " 2 , BRASS CLOSE NIPPLE # O4 2" X 2" X 1/2" BRASS TEE, THREADED $ j 10 _�M� O5 2" TYPE K COPPER PIPE SPOOL, THREADED X ROLLED GROOVE # _ ao # # O6 2" GROOVED COUPLING, VICTAULIC OR VIKINGS VGS, COPPER ROLLED 2 7 9 GROOVE X DUCTILE IRON CUT GROOVE 8 6 2 1 77 2" CLA -VAL 9OG -01 BSVYKCO PRESSURE REDUCING VALVE, DUCTILE '''f r 1 ° IRON BODY AND COVER, 303 OR 316 STAINLESS STEEL INTERNAL ~ { # I TRIM, CLASS 150 GROOVED ENDS, EPDXY COATED INTERIOR AND I EXTERIOR, BRASS /COPPER TUBES AND FITTINGS, 2 - 30 PSI 5 5 4 I v �_si3. $� ° - " °` ADJUSTABLE, BRASS /SS CONTROLS WITH X101 VALVE POSITION 3 - ° '" . 1 € i -11# T�� ell INDICATOR. NO SUBSTITUTIONS. PIPE SUPPORTS, TYP. 41111 ° lJJ 6 9 O 2" BRASS PIPE, LENGTH AS REQUIRED, THREADED OF 3, SEE DETAIL 1 O �.J # — t sip B 11� 1/2" BRONZE BODY BALL VALVE, THREADED l# UAIP- - 1 2 t 5 9 6 8 6 10 1/2" COPPER TUBING GOOSENECK, TYPE K 2" BRASS CORP STOP, THREADED le 6 , # ` 1 REMOVE AND REPLACE EXISTING PIPE # I 7,. 5 2 SECTION AND INSTALL 2" OUTLET PER INLET VAULT SECTION g STD DWG D -1.2, 0 -200 PSI. SEE CONSTRUCTION SEQUENCE NOTE 2. NO SCALE - CORE DRILL FOR 2" COVC 114444,r �' COPPER PIPE PENETRATION. - 4.4. OL SEE DETAIL 2" COPPER PIPE TYPE "K ". SEE SHEET 13B FOR CONTINUATION. N GALVANIZED CLAMP OR 9" MIN. INLET VAULT PLAN STEELLFAS WITH NERSINLESS 316 SSA PARTS (LINK NO SCALE A 2" PIPE SEAL OR EQUAL) PIPE DIMENSION AND MATERIAL 3" PER DRAWING ui.._._ -. Z a~ MA a I I a o m i 4` , I I 1 GALVANIZED I I ¢ w-i g 9 t STEEL PIPE 3 n � ( `° i ° , SUPPORT w .. fi — . CONCRETE a " GROUTLIN ANNURIAR VAULT NK s a 3 " WALL TYP. INSTALL NONSHRINK GROUT # # � 1. 3/8 DIA. SPACE a . IN ANNULAR SPACE r a STAINLESS STEEL ° r.., ANCHOR BOLTS o , J i w.3 r"` n .a"°" �. ° I # # ## f PIPE SUPPORT & BRACKET DETAIL , WALL PENETRATION DETAIL 2 ## dIi ( I NO SCALE — NO SCALE a 1 �' .� CONSTRUCTION SEQUENCE NOTES a at=' . 1'~ REMOVE AND REPLACE EXISTING PIPE F-- I I :; " 3. ORDER NEW 16" FLEXIBLE COUPLINGS COMPATIBLE WITH THE EXISTING LOCK PIN SECTION AND INSTALL 2 OUTLET PER 2 FLOW CONTROL PIPE CONNECTION TO 16 WELDED STEEL PIPE VERTICAL W I I «� d Al ARRANGEMENT OF THE PIPING TO REMAIN IN PLACE. STD DWG D -1.2, 0 -200 PSI. SEE RISER INSIDE INLET PIPING VAULT FOR ROGER MILLER RESERVOIR W I I I CONSTRUCTION SEQUENCE NOTE 2. 4. DRAWDOWN OF THE ROGER MILLER RESERVOIR WILL BE PERFORMED BY THE DISTRICT. I # { I 1. CONTACT OLIVENHAIN MWD TO COORDINATE THE SHUTDOWN AND DRAINING OF THE CONTRACTOR SHALL DRAIN THE REMAINING WATER OUT OF THE RESERVOIR CONSISTING I I EXISTING ROGER MILLER RESERVOIR. THE RESERVOIR SHUTDOWN SHALL BE SCHEDULED w I ° - - -- --�- -- - -� OF APPROXIMATELY THREE (3) FEET OF WATER. CONTRACTOR SHALL PROVIDE MEANS y�'�� I AT THE CONVENIENCE OF THE DISTRICT IN ORDER TO MINIMIZE DISRUPTION OF SERVICE OF DECHLORINATING THE DRAINED WATER. TO CUSTOMERS. CONTRACTOR SHALL PROVIDE SUFFICIENT CREWS TO PERFORM THE # # PIPE REPLACEMENT WORK WITHIN THE TIME PERIOD INDICATED BY THE DISTRICT. THE I IM._- ..�a,.3 5. AFTER REMOVING AND REPLACING THE 16 PIPE SPOOL, THE DISTRICT SHALL REFILL (n I F m ° - - - e - ---- --�-- •-- --w -- - - -- - - -- I EXPECTED DURATION OF THE RESERVOIR SHUTDOWN IS EIGHT (8) HOURS BETWEEN 8 THE RESERVOIR. ° I ; P.M. AND 4 A.M. ON A WEEKDAY. of 1 2. PRIOR TO RESERVOIR SHUTDOWN AND DRAINING, TAKE MEASUREMENTS OF EXISTING 16" m PIPE SPOOL INCLUDING LOCATION AND STYLE OF LOCK PINS. ORDER A NEW PIPE SPOOL TO BE FABRICATED. STEEL SPOOL SHALL BE MINIMUM 0.375 INCH CYLINDER N THICKNESS (STD. WT.) CEMENT MORTAR LINED AND EPDXY COATED PER OMWD ° SPECIFICATIONS. THE PIPE SPOOL SHALL INCLUDE A 2" OUTLET INSTALLED ON THE Zito PIPE SPOOL IN ACCORDANCE WITH STD. DWG. D -1.2. QRDFESSi z AS BUILT INLET VAULT SECTION A DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS No. 41 15 (n NO SCALE - 2234 FARADAY AVENUE * Ex . m CARLSBAD, CA 92008 (760) 438 -4422 VIA tiP ANDREW . OVEN DATE r if OF Cp1iF R.C.E. ND. 41015 - -� N EXP. 03131115 Q REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE O/KWT) DESIGNED BY Dap wBY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ° 7 op-`f sit��°R 12 I COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING AND PRIVATE STREET IMPROVEMENT PLANS FOR: 0 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL: SHOWN , ^ - ^ CIL HWY. BENEATH CONC. FLUME CENTER, DATE.4— 4- r3 BY: BY' AA- Ao ' FOR TUNA RANCH ROAD & 6 2 42 - C HOWL. CONC. CULVERT, STD. TAB M'KD R.C.E. NO. 41015 RANCHO SUMMIT DRIVE a 1938 -H28 -148. VERTICAL: SHOWN r � ` ANDREW M. OVEN EXP. 03 -31 -15 DATE: DATE: ) Z/ 2"d/ 13 ELEV.= 148.221, A.M.S.L. CITY OF ENCINITAS T.M. 89 -031 SHEETI3CIOF29 i t EASEMENT NOTES � r WATER DATA TABLE QA PRIVATE ROAD AM Pl1EIC UTILITY EASEMENT PER MAP 14032 t I t \ \ tU LO'1274 5- IK STA 52 +87. 05, 5' RT (' INSTALL 90' BEND, TB PERK OMWO \ 1 �/ STA 52 +5E. 00 ' FIT t/ $TA 46 +0,B ,�6,, 44.03' R p 0 CONNECT TO EX. 2 STEM OMWD PIPELINE. fNSTA C STA 53 +34.00, 5.50' LT \ \ r \ i INSTALL WATER ER E 10" FL GED LET REINF,D�$MENT PER OM D/ PER OMWD B -1.1 REQUIREMENT W/ FLG. GV 6 2'i 60 PER OMWO A-11. 3 / INSTALL WATER SERVICE i, 1. \ \ '% TALL INT /RLrSTRAINT,FtY PER OMWD B -1. 1 \. \ \ L0T18 f f \\ \ SSEMBL,Y TYPE �0 i V A 2 V V UNIFLANG BOND ' IACR SEALLIF ANGEMCONNECTIDNSTPER l 44 j l SEPA E' PLA/ BY R /F' YEAGER NO. Al BEARING RADIUS LENGTH REMARKS ® N47-2230 'F -- 10.00' 8" PVC CL -150 ® N42 '3730 "W -- 197.05' 8" PVC CL -150 N42 °37'30 "W -- 356.96' 8" PVC CL -150 ® N42 °3730 "W -- 139.05' 10" PVC CL -150 ® N85- 09'15'E -- 355.11' 10" PVC CL -150 © N86'09'15'E -- 327.38' 8" PVC CL -150 9 25'55" 1,525' 251.05' 8" PVC CL -150 © PRIVATE DRAINAGE EAM434T IN FAVOR OF HOMEWER S ASSOCIATION PER MAP 14032 ❑1 EASEMENT FOR PIISLIC ROAD AND UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY CE ENCINITAS PER MAP 14032 02 20' WIDE EASEMENT FOR RELATIONAL TRAIL PURPOSES PER MAP 14032 ® PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 \ \ - \ ° / / / ❑4 EASEMENT FOR IREFESa EGRESS AND PUBLIC UTILITY E STA 53 +28.37, 24.44' 'LT \ \' \ \\ \ / / /j / ` / ABANDON EX. CP / ° / PER MAP 14032 `� S TO THE � IN MUNICIPAL WATER DISTRICT INSTALL WATER SERV CE \ N11 1 '," \ `ti. `� Ai 1O / / EX. 27 STEEL OM�YD PER OMWD B- . 1 I \ 2 / POTHOLE �PRIOR / _ r�xv T !�e PIPELINE ` ❑5 EASEMENT Rai BIOLOGICAL OPEN SPACE PER MAP 14032 \ \ 5 a1 / T C STR CrTI ° \ \ ® EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE t v v 85 / / / °/° ° D EX. 24' S EEL MWD \ fL STA 52 +87.05, 51 LT I \ \ \ A v v v - - , °' /i ° ° / / / AND N� EX. /CP ° j''' UNIT E8 P LI \ `v V DLIVEAiAIN MUNICIPAL WATER DISTRICT PER DOCLMENT INSTALL 90' BEND TBEPER. \ \ \ \ ' f f // ° ° / / / ° / RECORDED MAY 3 1951 AS FILE NO. 76608 OF O.R. f \ \ --' /i / / / E7G: 36" 0 W PINE B" PVC CL -- TX \ \ OMWO D -3.5 6 2" BLOW QFF \ ` s �� \ \ \ / ° r ° / / / / PER D -001 2 15 ASSEMBLY PER OMIYD AT1. 1 \ \ \ \ \ \ \ \ \ - - ° /° / / ° / / \ \ VC (1 -150 / /'� ! EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE a PAOPOSED'-B" PVC / / \ r \\ \\ \.\ \\ \ Y`�.�`_- - °/ ° °j /i // //r °° °/ ° r �,_. �� \/ / Si�A 45+ 1 !. 4.50' RT \ \ \ \ A7ER MAIN Ci< -l50 8 O IVEPHAIN MUNICIPAL WATER DISTRICT PER DOCUEfNT \ ST + 0 . '20 ' LT \ \ ` ` \ - / ° r w/ _ / 41 \ G \ \ 1 ll' r / ° / ° IER/ OMW BTERIS R E \\ v 10 x6" TEE 7, 1982 AS FILE N0. 374421 OR. 1 \ IN L WA SER ICE \ \ 1\ - - _ - - 30' PVC/ / / s / / 9 ¢ \ \ \ �'' 1 � � �' \ _ _ `° -�, � �� -�-, ° \ `' - r - �VIIti��N CL -150 l � � ° / --` i;, `S; / l f 107c \ ❑9 EXISTII� EAwhENT Rai WATER PIPELIfrE PIA�OSES TO THE \ \. 19 20 22 fL STA 48 +25, �3 fIT ° / / ° / Ti 4 +50.00 9 ! `\ RECORMIAIN MUNICIPAL WATER DISTRICT PER 8-002 15 \ 15 \ ,' \ \ - \ \ JANUARY iC 1998 AS FILE N0. 1998 0024166 OF PROL'OS B' PVC - - x -FIRE-HYDRANT ASSEMBLY #L �. � ° / / S ALL 6 -WIRE CORROSION TEST \ l O.R. \ / WATER 1 IN 150 -- \ PER OMWD C -1.1 W/ CHECK / ° s / TA ONI. CONNECT TO OMWD 24 ", \ 10 "PVC CL -150 \ \ \ \ \ \ \ �� \ VALyE_- 6- GUARD POST ° /' ° "j - �_ / $7" L� 36! PL'S. PER SEPARATE \ 6 p� \\ 19 EXISTING EASEMENT FOR INGRESra EGRESS AND UTILITY LINES I P , \ I ° LADS Y RFC YEAGER \ TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JAM/ARY 31, e \ \ INSTALLATION PER- TM__ ° ° ° ' i r \ 6" GV \ 1966 AS FILE NO. 1�- 0049072 OF OFFICIAL RECORDS. \ \ r \ E= 1.4._SEE_DETAIL TH}S- - \ AN 4SSEM8L Y \ \ oirr _ _. SH / /J / PFiDPOSED B" PVC \ / R SERA \ \ W/ CHEC \ `- ` / HATER FRA'�N CL- 150.- ° / R/ RE AI \ ®PRIVATE ROAD &PUBLIC UTILITY EASEMENT OVER LOT 33 FOR INSTALL so °Xs ---TEE � = _- _ /_�. ,° v v v UL FIRE HYDRANT CONNECTION THE BENEFIT, USE AND ENJOYMENT OF P.M. 11725 PER 6" GV TO HYDRANT °& \ ° ) 3i� R AIM I DOCUMENT RECOROM 4-5-00 AS DON. NO. 2000- 0172441 OF OA \\ \ \ \ 10 X8 " REDUCER 6 GU D ° - ' J _ / / / ' STA 96# -2! fii \ ; t j / / DETAIL qq�R 17 50 i f I I POST 3NS`TAELATION PER INSTALL 90 : W/-B EGG. PI�LICfER EASEMENT OVER ALL OF LOT 33 TO THE OMWD E -1.4 \ \" r1 ° o / // s STS 4435 00, 25' PIT CARDIFF SANITATION DISTRICT PER MAP 14032 i'11 -° / 6 V. AND _2 8.0. PER OMWD A -1 3� -_L } / 1-7'7 INSTALL-JOINT RESTRAINT o 1�� v OPOSED - -1O' PVC A \ / / / ° ° '6 � - \ o �" I T LL WATER SERVICE .,_ py , ABSEMBLY TYPE-FORD BNIFLANGE- _ pE . 0 23 %20' WIDE ACCESS EASEMENT Rai INIGIESS AND EGRESS TO \ \ \ R/W ° A 4 / WOf B- SAN DIEGO GAS AND ELECTRIC COMPANY PER MAP 14032 - \ \ WATER_ MAIN CL - - - / / / s / -1'500 SERIES EXTEND 1 j'�ROM JO NT 1 (ZONE S M 44+14. 1 19 ' RT 23 _ DRAT SSEMBL Y #3 \ \t \ STA 49 +54. 1.5,X14 �, / ° ' _ - - _ PROPOSED 5 €SMT_ - \ t / / 1 PE O 1.1 CONNECT \ DE6iECT = 52 4 - / l TCY E W/ CHECK "y" T" NO DER f INSTALL- 45f Bii ND _ 19QC £ONCRETE Ti = / / r / / / !/ //' - - �EC, aS - - - - \ \ / / / ° 10' _OmWu 0-3 ��E: 'DEPRESS, PVC U STA �9 +33: 36r . 5' r f / ° - _ -- - _ WA Ekq 150 - - \ \ / I / / \\ / / ° \* MI IN C!� { / 2' MIN. INSTALL 5 F7`' THRUST ��yppEE�� _ _ f BLOCK (H=1.6 , W=3.29 \ f0' PVC - MIN. -6 BLEAR - FL CT = 5 4 / _ - ` ` PER D-3.5 i \ \ � - \ EL= 829.49 �� 9 \ \ \ \ \ e ,r ° 45 ' 8 ND /j / / / - _ - -89a `C -S TA + 0. ° / - INSTALL 45 ' 8" PVC CL 150 GRAPHIC SCALE 1 =40' - - ' \ ° ? 0--3 f�PER - - \ \ \ ` ` J j�� OM� D-3.5/ /� ` s / / /� - - - - - - - - S Tb ELBOW WATER MAIN - -_ QLLPER EMWD BV41 �" f ! EL= 828.94 10" PVC CL -150 ,, � T HYMANT \ 8" MIN.i 0 40 80 120 ti - / / ° ° / / _ - ` - ` - \ RR�T CTZGN OETAIL SHEET 2W- - h 1® 4 �$ WATER MAIN \ - - - - J \ \ %\ \ ` y1�AN(TON EX� CUP \ \ �3k INSTALL GATE VALVE \ _ - -- - - _ - - - - _ - QAOFESSjO�,4 ASBUMT < e \ /\ �J ��A° ASSEMBLY PER C -1.1 --- - - - - -- Fo NES A.Lgq� �r �i A ��j 6" FIRE SERVICE TO FIRE - ° l / // f ° ° / / / / "8 7�CJ w�.�✓ Cl1V \ \ \ \ \ \ \ \�� , PER OMWD C -1.1 HYDRANT NO. 29375 m �L ASSOCIATES l - - ° / ° / / `- \ % \ �\ \ \I INSTALL 5 FT�THRUST Ex 00 -- /° / /� \' p. 03/31115 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING ° / ° / F=40 BLOCK (H =1.6 ; W =3.27 JAMES A. LARET DATE PER D -3.5 EXP. ONO. 295 ph 858.259 8212 1�f% 858.259.4812 ®� plaaengfneer IISZ ®7ffi E%' STA. 48 +25 FIRE SERVICE CROSSING DETNAIL sTq'F r.&%- � P REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE OLTVENAAMMUMOPALWATMDLSM DESITGNED BY DRAWN L Y CHECKED BY 1 CirhY OF C •hi ENG��J D iiR� DRiiwIN�J+ N ®" ADDED SHEET 11W /_1 -_ -_ - COUNTY BENCH MARK H -0028 PLANS PREPARED UND R THE SUPERVISION OF RECOMMENDED APPROVED WATER MAIN IMPROVEMENT PLANS FOR 1.1 MI. S.W. HODGES DAM, 15' N'LY OF 'G+Oj� r/'*r jl►T e D A 7�T/' H ROAD -- - _ - HORIZONAL 1"=40'_ I' 1` 1 lJl ��i R" r IiII It nL CIL HWY. BENEATH CONC. FLUME CENTER, DATE:Ia��` .1 BY: _ BY:. 6242-G HDWL. CONC. CULVERT, STD. TAB M KD (1.- R. C. E. N0. 29375 1938 -H28 -148. VERTICAL I"=10' S N DATE AMES A. LARET DATE: DATE: IL /2`/ 1) RANCH® I D ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 03 -31 -15 CITY OFENCRVITAS TM. 89 -031 ISHEET 1W F 7 % k V-0-111 vii a, V., I Ff., ROW NO. Al BEARING RADIUS LENGTH DESCRIPTION 1 43-00'17" 104 °19'05" 30' 54.62' 6'X15" PCC FLUSH CURB 77 °35'16" 30' 40.62' 6'X15" PCC FLUSH CURB 5' MAX. fEIGHT 39 °47'56" 612' 425.11' 6'X15" PCC FLUSH CURB 2% 29 °45'07" 566' 305,33' 6'X15" PCC FLUSH CURB 74 '39'02 44' 57.33' 6'X15" PCC FLUSH CURB 246 °30'33" 40' 172.09' 6'X15" PCC FLUSH CURB ROAD CONSTRUCTION CENTER LINE DATA TABLE NO. I BEARING 1 RADIUS I LENGTH� (1) 1 43-00'17" 1 600' 1 450.35 - STORM DRAIN DATA TABLE NO. Al BEARING LENGTH DESCRIPTION N85 '26 '12 'E 67.96' 18 " RCP N43 '21 '37 'E 17.52' 18 " RCP 11� STA 5+10.59 36.64' LT-. r, 16' PCC DRIVEWAY PER DETAIL SHEET -2p STA 5+49.66- CENTER CUL -DE -SAC STA 5+45.18 15.27' L PT\ MOD. TYPE F CURB INLSFT PER SECTION & 5 L SHEET 19&1 STA 5+43.28 34. 70' PT STRAIGHT HEADWALL Y TYPE "B" PER SDRSD D•32,1 5'x10' POCK RIP-RAP PER /x SDRSD D-40, 1 TON POCK W1 FILTER CLOTH T=4' C 20' Z) 19' Z) MOSIC41. avEN SPACE SEWER ACCESS EASEMENT C� 5' MAX. fEIGHT u RETAINING WALL 2% 2% PER SDRSD C-4 EXISTING GROUND VEGETATED SWALE PER DETAIL A SKEET 2E SECTION A-A -2% 1 1 L NO SCALE 12' WIDE SEWER ss SEE DETAIL SIEET 3A JAMES A. LARET P.C.E. NO. 29375 EXP. 03131117 REVISION; DATE APPROVED I DATE GRAPHIC SCALE 1 "=40' 0 40 80 120 REFERENCES DATE BENCIRMIART'r COUNTY BENCH MARK H-0028 1.1 MI. S.W. HODGES DAM, 15' NLY OF CIL HWY. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB MXD 1938-H28-148. ----- --------- ELEV.=148.221, A.M.S.L. NGVD29 i ?4 STA 5+30.42 63.06' LT SEE SHEET 10C I PCC OR Y r9 'PER DETAIL SHEET xA, F7/1W u urn -ARIA Z9 0) cr) 1 0 fl ru lb—ri NZA @ o"' ""RIW 1� C7 Al 4 0 \P0 t 3) C61-4 kv 3. r 0 TATED SWAB -4-- 510H SI PER GN DETAIL ZZ - / M-4 13HEET c I )c 3 E 4 PROPOSED :8 --1 M (1) N 01 EO Z 3E PVC WATER MAIN 0)01 Pvc ICL7150 PROP ED 14Zk 44 r LINE INE PER L31 L31 to C') ru ru (ZONE 7) 14 CS -32j m A Q10 W r- L) -TEA 3 IM31 7_4 OPEN SPACE FENCING WITH POSTED OPEN SPACE-SIGNAGE s IDE SEWER AC r PLAN ROAD. 12 SEE W DETAIL SHEET 3A 1`40' 2 DEMOUNTABLE PROTECTION POSTS NEW SHEET PER SDRSD WM-04 TYPE 'B' HOPIZONAL 1"=40' VERTICAL 1"=10' CA PREP RED DER THE SUPERVISION OF RECOMMENDED DATE. BY: E. NO. �29375 DATE: MES A EXP. 03-31-17 APPROVALS APPROVED DATE: 2/2/17--___ EASEMENT NOTES R PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNER'S ASSOCIATION PER FINAL MAP EASEMENT FOR PUBLIC ROAD AND UTILITY PURPOSES IRREVOCABLY OFFERED TO TFE CITY OF ENCINITAS PER MAP 14032 PUBLIC SEWER EASEMENT TO ThE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTILITY ROSES TO THE OLIVEMAIN MUNICIPAL WATER DISTRICT PER MAP 14032 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 PRIVATE ROAD & PUBLIC UTILITY EASEMENT OVER LOT 33 FOR THE BENEFIT USE AND ENJOYMENT OF P.M. 11725 PER DOCUMENT RECORDED 4-5-00 AS DOC. NO. 2000-0172441 OF O.P. PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT DEDICATED PER MAP 14032 CONSTRUCTION NOTES STOP SIGN PER R1-1 740 PARKING - FIFE LANE" SIGN WILDLIFE CROSSING SIGN PER DETAIL SHEET 3A STREET NAME SIGN PER DS-13A CONSTRUCT ALLAN BLOCK GEOGRID WALL PER RETAINING WALL PLAN PREPARED BY KOLOA PACIFIC CONSTRUCTION, INC. DATED 9-22-15 Wroll ago 1 110 V ml, I V 4 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND/PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 plaaengineering.com CITY OF ENCINrrAS ENGINEERING DEPARTMENT GRADING AND PRIVATE STREET IMPROVEMENT PLANS FOR' W No. 29375 Exp. 03/31/17 F07 � V NO. FOR 71WA RAJVCH ROAD & 60)A2.G A"�r RANCHO S UACWT DRIVE I& C= OF ENCEWTAS T.M. 89-031 SHEET 7172 OF 2 Wed, Dec 7,2016 PLSA IOIOBC09TFRUCTION OP SPACE CING /WITI POSTEDFOPEN SPACE SIGNAGET STA 10 +p0 JA S'CQOT - 54 STA 31+63.4 6 k)A" SL##tZT v TREET NAME SIGN APPROVALS APPROVED DATE: 2/2/17--___ EASEMENT NOTES R PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNER'S ASSOCIATION PER FINAL MAP EASEMENT FOR PUBLIC ROAD AND UTILITY PURPOSES IRREVOCABLY OFFERED TO TFE CITY OF ENCINITAS PER MAP 14032 PUBLIC SEWER EASEMENT TO ThE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTILITY ROSES TO THE OLIVEMAIN MUNICIPAL WATER DISTRICT PER MAP 14032 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 PRIVATE ROAD & PUBLIC UTILITY EASEMENT OVER LOT 33 FOR THE BENEFIT USE AND ENJOYMENT OF P.M. 11725 PER DOCUMENT RECORDED 4-5-00 AS DOC. NO. 2000-0172441 OF O.P. PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT DEDICATED PER MAP 14032 CONSTRUCTION NOTES STOP SIGN PER R1-1 740 PARKING - FIFE LANE" SIGN WILDLIFE CROSSING SIGN PER DETAIL SHEET 3A STREET NAME SIGN PER DS-13A CONSTRUCT ALLAN BLOCK GEOGRID WALL PER RETAINING WALL PLAN PREPARED BY KOLOA PACIFIC CONSTRUCTION, INC. DATED 9-22-15 Wroll ago 1 110 V ml, I V 4 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND/PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 plaaengineering.com CITY OF ENCINrrAS ENGINEERING DEPARTMENT GRADING AND PRIVATE STREET IMPROVEMENT PLANS FOR' W No. 29375 Exp. 03/31/17 F07 � V NO. FOR 71WA RAJVCH ROAD & 60)A2.G A"�r RANCHO S UACWT DRIVE I& C= OF ENCEWTAS T.M. 89-031 SHEET 7172 OF 2 Wed, Dec 7,2016 PLSA IOIOBC09TFRUCTION EASEMENT NOTES U PRIVATE ROAD AND FDIC UTILITY EASEMENT PER MAP 14032 © PRIVATE DRAINAGE EASEMENT IN FAVOR OF HDAEOWMER S ASSOCIATION PER FINAL MAP ❑1 EASEWW FOR PUBLIC ROAD AND UTILITY P1h9POSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 0 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS, EGRES$ AND PLOLIC UTILITY PLAPOSES TO THE BLIVEAHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 ® PRIVATE ROAD & RELIC UTILITY EASEMENT OVER LOT 33 FOR THE BEMEFIT, USE AND ENJOYMENT OF P.M. 11725 PER DOC(AENT FECORDED 4 -5-00 AS DOC. AO. 2000- 0172441 OF O.R. ® PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT DEDICATED PER MAP 14032 Cy�1�7C�: V :I Lovw STA 5 +01.69, 25. 98 ' \Ldp \ \ \ \ STA +42 33, 75.44 \L T \ \ \ \ \ \ \ \ LOT 10 INSTALL WATER SERVICE \ W \ INSTALL' ►�ATEF� SERVICE \ \ PER OMWD B�1 \1 \ `' - \ .PER OMWD B\-I. 1\ \ \ \ \ \ SEMENT TO OMWD, � \ \ V �C A Ev kfAP \ 4_ \ \ A \ v \ \ \ \ \ \ EX. 24STA 5 +49.87, 6 AT STEEL OAiWD� 6" END CAP W/ 2" B4O. \ \ \ " \ \ \ \ \ \ \ \ \ \ \ \S- UNIT B PIPELINE\ ASSEMBLY PER OMWD \ - \ \ P}9C�POSrsD 18 RCP \ \ \ \ LO" ,1 A -1.1. CONSTRUCT TB PER OMWO D -3.3 \ \ \ \ \ \ \ \ EX. 27" STEEL OMWD \ A \ A A UNIT K PIPELINE PROPOSED \ \ \ \ P�40, E� \0 HEIGHT \ \ \ D6-t50 WATER MAIN Z - GRAPHIC SCALE 1 " =40' 0 40 80 120 AS BUILT JAMES A. LARET A.C.E. NO. 29375 EXP. 03131115 REVISIONS ADDED SHEET 121 DATE APPROVED I DATE 36 %OMWD PIPELINE/ iPER S `001- �22 -15 \ CONCaCURBfi \ \ '�\ �\ -- --- - -- � .i // / ,�� /F` // tt tr /t / J Jl l 1I J l �• -_ 't j \ \ \ \ \ \ \ C STA 7 +80, 19' LT l S V A \ \ v -FkRE HYDRANT AS C 18 Y #8 \ \ \ \ \ \ \ \ \ PER -OMWD C -1.1 W/ CHECK — — — 'VQLVE _& -B !!X&! ..Bt UUCER & V v GUARD_...POST INSTALL-Am Nl — _ \ \ \\ \V vM /W� V p�� v� 20 2v vv� PER OMWO-E-1.4 I \ V A V A ) �• b R /W — B +8Qr,00, 20 ' YT- — — l l JAMES COURT AND RANCHO SUMMIT OR. 2NSTALL,lVATER SERVI -CE. � m � / / ! / J r J ( J INSTALL 8" TEE W/ 3 -8" GV & TB PER PER OMWD B -3`1 / w / f r I J 9 I OMWD D -3.3, 2" BO PER OMWD A -1.3 �` & 2 -2 R PER A -2.3 A =89 *44'53 SEE TEE,DtTA L/ 8+ ; THIS SHEET BOA \ \ ` ro` — \ \ \ \ \ l -150 \ - �J+�00• -� _ i _ �y l!'30 / J \ \ \ \ \ \ -- \ PVC Cl 150 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ IVATER 1�iAIN (ZONE 7)- t \ \ \ \ \ \ \ \ \ N ALLZ8 "7TEE WI-3=6" GV & iB PER —INSTALL OMWp D -3.3. 2" BO PER -OMWD A -f: -3, \ \ \ \ \ \ \ \ \ _ _& 2-2" MAR PER` -A=2.3 \ \ \ PROPOSED $," PVC M1 4 ` — -(A=89 '44 ' 53.') a \ \ SEWER SINE PEEN.. a STA 10+00 JAMES COURT - \ \ CS -327 f STA`31+63<.40 RANCHO SUMMIT DR.- WATER DATA TABLE NO. Al BEARING RADIUS LENGTH REMARKS 0 16 °2455" 200' 57.30' B" PVC CL -150 ® 35 °39'08" 606' 144.65' 8" PVC CL -150 0 35 °39'08" 606' 232.43' 6" PVC CL -150 \ \ 1 \ 1 v REFERENCES DATE BENCB ARK - COUNTY BENCH MARK H-0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NGVD29 JAMBS Gi" 1 r TYPICAL TEE DETAIL, 1" 20' SCALE OLIVENTHAIN MUNICIPAL WATER Db7MC HORIZONAL 1 " =40' VERTICAL 1 " =10' GN DATE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED DATE BY: - -- R. C. E. NO. _ 29375 DATE: - qZ(A . LARET EXP. 03 -31 -15 1 i A. k w No. 29375 Exp. 03/31/15 'sT CIVIL q� OF CAS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT APPROVED WATER MAIN IMPROVEMENT PLANS FOR: BY: FOR T VANA l 1.0 H ROAD & DATE J2124/1.3 RANCHO SLTMMIT'DRIVE 10),T: \:I Iz Eel z[ia i � NOM T NOM SEE SHEET 9C SEE SHEET I4B STA. 21 +21.81 71.30 LT FOR ST IORMDRAINPROEIGE SM SHAT 19B MR WATM LMH ANSBB SHBBT I3W MOD. CURB OUTSET 2 PE DETAIL SHEET 198 i �Y�� > HtC Ln J H FQ N W IL') :: ° a a itT Q o -1 W4 9 ti- . -trT O ! {. Lti!' a uca uca` uw Lt7T,Z L81'1 \ h a, o a t - __ Z 3 STA 20+ 74 2.' L o.....�2 W Z m% o p m o 0 'i AY m� warn ti W m. fj m° ° -0 n ; - u PER, bE� S T + >uti _ 4 t rn a y m T�1 2D ti F w _+ a u� + >u-. STA. 22 +64:66 16.50' LT t ro m� t- m a 4 iv «� tU W < cU o f- t .. m� ro �. STA 20 B. 4459.4 w MOD. 'CURB OUTLET - nm m m� - +_ pm L °Qty W . • W PER DERAIL SHEET 198 -t + m m rn N owxQ O¢W Q ¢w yrq v FUTURE 10' PRIVATE DRAINAGE m STA. 28+00.20 16.'50 ' LT i6 C,r AI 1VAY � zaoti owzT- gwx "-IT W ,�"1 .- -+ + ti's MOD. CURB OUTLET PER OETA, JAI I2D m x EL w y 2 o - Z ° o H , o , EASEMENT TO BE RECORDED > v vi. VEGETATED,SWALE PER- o ch Nz� o ri ?o ' CONCURRENT,LY WITH`,$ALE OF Ana, PER DETAIL SHEET 198 DETAIL 6 SHEET 2E r ._ . , r= e'� o _ - 3T a -v� N e' m PROPERTY cn o io 30 +00 . NILLIAMS TERRACE= STA 214,48.3'2'S :.44' L C' 6 PCC C66 "PEP nio w mom m ° D F STA' TrA�TT _ %mti ro ymH cn *+"T y' "� STA 23 +43. 19 RANCHO SUMMST DR. 1 i PCC`.DPIV WA B. B PH PROTECTION + -+Z - m ti �z 6.. PCC C&G;PER m <ti � I k a 3. TJETAIL SHEET 2W �_ �, �ti� r ,ar r ~invm PH PROTECTION. EX. 20_" STEEL OMWD P R D6TAIC S}fEE 2Q1� m cur -t i2" -� rotor €m'� -t -r� DETAIL SHEET 2W sr . ' - PROPOSED B-' PVC , < t S R /W, kim UNIT K PIPELINE A �CES$ GATE TC i CL -200 WATER MAIN- B 21 29 Q( � - g BE FIELD LOCArEq' �� S� S " _W 2' AC OM � � 2 CCE8S ROAD, S - - - - -- - m i 8 R7 ° ,:3 1 _. aZ PROPOSED 8" ID -i m y Z cn m -i m t itr Z m 4 "`` m-+ cn 1 _Imo S �a ax xmo o�'-t m-' 8 �'�' 1 Y ' �, G; ;" ; _ ; � 33 •- 2a. �, � , -... _PVC' SEWER ,. CT f 10 , , ., .. \ � n �`u II m Tl o D II Ir . � ' .mM en rU o LINE PER b a 4 nT c°it 4 cn nT rn c°it _ y \ Mn ' -�i cn to fir__ \ r . _ rngttT r CS 527 rnZfl,. a., a N .. VEGETA�ED:a3WAL PER,, V q ®Q p ' -r a a m w m-4 rn 0) � a M + =y + + 3 c� < + DETAIL A, SHEET E _r m Ain m r cntna roa w - a.rn vw ocil ,co>av j v +. yOG�1U -170. O -r� RZ.� m0 --- - b�r.. -n `� RECREATIONAL TRAIL r z� m SHEET 3A ncn /` ✓y , r a PER DETAIL' - -- __.._ ,ts _ .A mL 2r4 ,z m< eiE - c : fir,, r. mYn �mtE19 _ - _.: _.... - _. 2. m ....• 7��n,2 ` � ��`-.- - - - =�, / `_ �jc nny n� r §TORK DRAIN BATA'TABLE EASEMENT NOTES EASEMENT NOTES CONT'D GRAPHIC 1"=40' 0 4• :0 120 1 JAMES A. LARET R.C.E. NO. 29375 EXP, 03131117 REVISIONS DATE APPROVED I DATE NO. A/ BEARING RADIUS LENGTH DESCRIPTION Q NO2 '02'38'E - 13.50' 18 " RCP PCC N87 '5722"W - 75.00' 181, RCP 03 NO2 '02'38'E - 13.50' 181, RCP 02 NO2 *02'38'E - 26.00' 18 " RCP © N87 '5722"W - 117.63' 18" RCP ® 14 °17'03" 815.50' 203.31' 18" RCP DEDICATED PER MAP 14032 N16 °36'33'E - 13.50' 18" RCP ® N15 °36'33'E - 26.00' 18" RCP OFFICIAL RECORDS N16 °36'33'E - 17.00' 18" RCP REFERENCES DATE BENCEMARK - -- - - - -- - - -- - - - - -- COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAMS 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. - — ELEV.= 148.221, A.M.S.L. NGVD29 �YN,lq_ptl HORIZONAL _- 1 " =40'__ VERTICAL 1" =10' A. LARET HE SUPERVISION OF RECOMMENDED DATE: I_-_23 -17 BY: R.C.E. NO. _.29375_ _ DATE: _ EXP. 03 -31 -17 STOP S' V� __ migFa SEE SHEET 8C CONSTRUCTION NOTES STOP SIGN PER R1 -1 M PARKING - FIRE LANE" SIGN Q TRAIL SIGN PER DETAIL SHEET 3A STREET NAME SIGN PER DS -13A CONSTRUCT ALLAN BLOCK GEOGRID WALL PER RETAINING WALL PLAN PREPARED BY KOLOA PACIFIC CONSTRUCTION, INC. DATED 9 -22-15 .f \IN1iZV�!i1�■ CURB DATA TABLE NO. PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL ❑8 PRIVATE DRAINAGE EASEMENT IN FAVOR HOMEOWNERS ASSOCIATION PER MAP 14032 89 °02'16" 7, WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 1982 AS FILE NO. 82- 374421 46.62' B'X15" PCC OF O.R. Q EASEMENT FOR PUBLIC ROAD AND UTILITY ROPOSES IRREVOCABLY OFFERED TO THE N87 °57 22 "W EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO TFE OLIVENHAIN MUNICIPAL 276.48' CITY ENCINITAS PER MAP 14032 0 WATER DISTRICT PER DOCUMENT RECORDED JANUARY 1F% 1998 AS FILE NO. 02 20' WILE EASEMENT FOR RECREATIONAL TRAIL PuPPOSES PER MAP 14032 N87 °57'22 "W 1998 - 0024166 OF O.R. 03 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 21 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PU43POSES PER MAP 14032 ® EASEMENT FOR IAC4ESS EGRESS AND FSLIC UTILITY PURPOSES TO THE OLIVEMIMAIN 241.13' PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PCC MUNICIPAL WATER DISTRICT PER MAP 14032 CURB DEDICATED PER MAP 14032 7 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVEAHAIN MUNICIPAL 27 EXISTING EASEMENT FOR U RGROLAD UTILITIES TO AIRTOUGH CELLULAR PER PCC WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF CURB DOCUMENT RECORDED JANUARY 34 1995 AS DOCUMENT NO. 1996 - 0049072 OF O.R. 1-53-26" OFFICIAL RECORDS 26.00' 6" PCC C &G 7 ® 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND FSLIC UTILITY PURPOSES TO THE 114.55' 6'X15" PCC OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 REFERENCES DATE BENCEMARK - -- - - - -- - - -- - - - - -- COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAMS 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. - — ELEV.= 148.221, A.M.S.L. NGVD29 �YN,lq_ptl HORIZONAL _- 1 " =40'__ VERTICAL 1" =10' A. LARET HE SUPERVISION OF RECOMMENDED DATE: I_-_23 -17 BY: R.C.E. NO. _.29375_ _ DATE: _ EXP. 03 -31 -17 STOP S' V� __ migFa SEE SHEET 8C CONSTRUCTION NOTES STOP SIGN PER R1 -1 M PARKING - FIRE LANE" SIGN Q TRAIL SIGN PER DETAIL SHEET 3A STREET NAME SIGN PER DS -13A CONSTRUCT ALLAN BLOCK GEOGRID WALL PER RETAINING WALL PLAN PREPARED BY KOLOA PACIFIC CONSTRUCTION, INC. DATED 9 -22-15 .f \IN1iZV�!i1�■ CURB DATA TABLE NO. Al BEARING RADIUS LENGTH DESCRIPTION <!> 89 °02'16" 30' 46.62' B'X15" PCC FLUSH CURB 2 N87 °57 22 "W - 276.48' 5'X15" PCC FLUSH CURB 3 N87 °57'22 "W - 26.00' 6 " PCC C &G 4 N87 °57 22' W - 241.13' 6"X15" PCC FLUSH CURB 5 5 °55'16" 788' 81.43' E'X15" PCC FLUSH CURB 6 1-53-26" 788' 26.00' 6" PCC C &G 7 8 °19'45" 788' 114.55' 6'X15" PCC FLUSH CURB 8 77 °31'07" 36' 48.71' 6'X15" PCC FLUSH CURB <9> 252 °00'10" 40' 175.93' 6'X15" PCC FLUSH CURB 0 21 *3923 " 812' 306.92 ' 6 "X15" PCC FLUSH CURB 1 1 NB7 °5722 "W - 541.24 6"X15" PCC FLUSH CURB 2 89 °16'57" 1 30' 45.75' 6'X15" PCC FLUSH CURB E ACOW4 1 NWIE FOR ALL OTFER DETAIL SE SORSD D-34 MODIFIED WING TYPE HEADWALL CSDRSD D -34 NO SCALE ROAD CONSTRUCTION CENTER LINE DATA TABLE NO. Al BEARING RADIUS LENGTH 1 N87 °57 22 "W - 548.13' 1 21 °39 ''23 BOO' 302.38 ' PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North ]Highway 101, Ste A, Solana ]Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 ( plsaengineering.com APPROVALS CITY OF ENCI NUAS ENGINEERING DEPARTMENT APPROVED / / ' GRADING AND PRIVATE STREET IMPROVEMENT PLANS FOR. -- BY: .-,y . y K DATE: ZI ZI1 % - -- A. No. 29375 Exp. 03/31/17 FORT TUNA RANCH ROAD & 6242.G RANCHO SU BUT DRIVE CITY OFENCINITAS T.M. 89-031 SHEET 13 OF 2 Wed, Dec 7,2016 PLEA 10108CO RUCTI01 EASEMENT NOTES 01FFERED TO THE CITY OF ENCINITAS PER 94P 14032 DISTRICT PER DOMMENT RECORDED F4] EASEMENT FOR RC40-R% EGRESS� AND PUBLIC UTILITY RAPOSES TO THE OLIVEWAIN MUNICIPAL WATER DISTRICT PER MAP 14032 Lo EXISTING EASEM3VT FOR WATER PIRELINE PURPOSES TO THE e ra: WATER i EXISTING EASEMENT FOR WATER .E r PURPOSES OLIVEWAIN MUNICIPAL DISTRICT PS:? DOCLWff RECORDED JANUARY 16, 1996 AS FILE rr OF r ® r ' WME EASElklENT FOR RECREATIONAL i RMOSES PER MAP PLSLIC SEWER © . r • i CARDIFF SANITATION DISTRICT ► r ED i r . ® EXISTING EAWM3VT O • LN)ERMAD UTILITIES TO ; r O ,N CELLU!_AR PER DOCUkENT RECO�M JANUARY 31, 1996 AS ri 1996-0049072 OF e PURPOSES 10- WIDE EASEMENT FOR R"ESS AND EGRESS AND PLULIC UTILITY E. DISTRICT PET? MAP 14032 NOTE: SEE OMAO CATHODIC PROTECTION PLAN SET PREPARED BY R.F. YEAGER ENGINEERING FOR DETAILS ON RELOCATION OF CATHODIC PROTECTION FACILITIES. GRAPHIC SCALE 1`40' 0 40 80 120 AillidiR JAMES A. LARET R.C.E. NO. 29375 EXP. 03/31/15 REVISIONS DATE m EffmT_W K STA. 21 +0- , \4k,t\ RO ' \T END W TER Lx t.i PER60MW0 ?2.i,A4D S\ WATER ERVllY� VAULT ER 2 COPPER WATER ANODE AND ANODE WIRE P INSTALL PIPE CLAMP IN INLE 2" COPPER WATER LINE TO ROGER RESERVOIR INLET VAULT. SEE SHE FOR COIdTWIT F WITHIN THE LOT6 C STA 20 +97.77, 69.09' LT INSTALL WATER SERVICE ° k \ PER 'OMWD B=�:1 - k EX. 27 L OMW€ W4 0 _— - ° -- _ \ e o LOTS — 8' TRAIL PER_,CITY OP ENCINIT'A \ o / o �o v vv v A A TF�A31 STANDARDS (TYP.) �o `� \ o \o \ \\ \\ i�\ \ L$Ll 8' TRAIL PER CIT��F o \ o \� \ ` ` - -- — — - - -- / °� o\ oo ° €NCINZTAS TRAIL \o STANDARDS �TYP.) AROP SED 6 PVC — — — ° a CL-26!) "MATER MA7A( o \ \ \ o \ _ — \ \ \ PROPOSED E'-PVC \ q o \ 6` PCC C &�a ER FI'PE HYDRANT _ \ \ \ o o — — CL -200 WATER MA o \ PROTECTION OCsTAIL SHEET 2W \ ,gTA 21 +$7.80. '39. 0 ' LY o — _ \ \ \ \ \ ~ \ \ \ \ \ -IN L WATER SERV F \ \ a — \ \ \ \ � STA 2LLIAMS 20'LT I PER O/VW� 0 \ o 0 0 —__— l/ \\ \\ \\ \\ \ °�\ WILLIAMS ERRACE \ _ \ STA �2 14.50,'20' LT ''STA 23 +20, i1' LT / \ INSTALL\90 BEND & INSTALL JOINT— I o \� \ — _ o \ \ \ \ \ \ RESTRAINT ASSEMBLY TYPE FORD \o ( INSTALL BO PER �IRE HYDRANT ASSEMBLYAI2 SA��_ LT _ ! QMW A 1.1 Shp PER OMWO C=1 1. W/ CHECK` \ \fL 5�T 26 +00.00\.80' L7\ \ \ o PIIFLAN6E 1500 SERIES XTEND 42' o VALVE` AND 8 "Xfi"--REOUCER IN L WATFA_SERVT E _ — — — PROPOSED \ iWSTALL WAT SERkl4aE o ` ° — \ FROM JOINT (d 45 ") PER 0 -B 1.1 CONC: -CURB PER OMWb- Ef -1.1 -PROPOSED B" PVC SEE SHEET \ \ ABAIn�ON EX. C o 4 STA 29 +25: 00,--2 -0' LT CL -200 WATER **I 13B \ \ \ 2 9 PROPOSED INSTALL WATER SERVICE of S R/W i o � i RCP \ \ — 3 \ ,-PER OMWD B- RCP ILLER T 13C IPING _ VAULT M \ �_.6 &. -- — \ \ _ - - - 24 +0 — —� + � S -- i o • r 3 X va E-�y S. I HAND °�� -Sq \ — — _548 �oPR POSED 8' R/W PROPOSED o v v EX. X20." STE�LoOMWD \A � -97-4 �7�93 (/ — — \ E LINE PER \ 564— — MANHOJ -� & METER6-- REMdIW — — — o _ _ _ 3 18" RCP o OMIT K PIPELINE INSTALL WA �\ ��3� STET 2�k3b.w A�\ \EX. 'CP ° ° 552.6 S590 \ \ e ` PER 529.4 — \ , / /INSTA z' - _NITRE. CORROB �i ST-,TA IN \ — \ \\ \ o _ — _ o STA G +70, 15L T ! o EX'I 1IN6 " 7IPELINE (mU,NI YEAPE� \\ / / \\ \\ \\ `� FIRE HYDRA(JT kSSEMBLY /1!� \ ABANDON R RTE \PLANt4 O� \ o \ , — — \\\ \\ 54sb — — —PER O�IWD G.1 t W /VALVEK \\ RECTIFIER \ \\ \ \\ \ \ \ \ \o <` _ —__ —_ — — - - - --6" PCB & RFIRE- WDRANT \ \ \ \ \ \� �- -- - -- - - - - -- -- �. \ \ \ \ o o \� _ —_ — — — — � — — — PRQTECION TAIL SHEET �W \ \'Y� "PVC \WATE PLAl�� \ \6 \, \ \ o \ \ \ \ \ \ \ Tres Nurser \ \ \ \ 1"=40' WATER DATA TABLE N0, Al BEARING RADIUS LENGTH REMARKS 01 21 °3923" 780' 206.51' 6" PVC CL -200 ® 21 *3923 " 780 95.87' 8" PVC CL -200 © N87 *5722"W -- 557.26' B" PVC CL -200 REFERENCES DATE BENC MARK - -- COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF C/L HWY. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M XD 1938 -H28 -148. -- ELEV.= 148.221, A.M.S.L. NGVD29 SCALE OLWENRAIN MUNICIPAL WATER DNMCI HORIZONAL 1 " =40' VERTICAL 1 " =10' S GN DATE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED DATE: tdl.21.13_ BY: - R.C.E. NO. 29375 DATE )MES A. LAR T EXP. 03 -31 -15 SEE SHEET 9W + \ 4 I= 6 �S S _S y S TE HONE °RISEfT L \L-Al DON EX: R!l-II EEP WD B -1.1 \ \ \ \ STA 30+00 WILLIAMS� RR \ ` QCSTA 23+43.19 RAC U UR- ��p �BA W &� p HER AOPbRT NAN TO IL OF TRAIL - ~ EX : 4" STEEL OMWD` -. T B PIPELINE 1V. EW SHEET APPROVALS CYTY OF ENCH%TAS ENGHPEFRWG DEPAI APPROVED WATER MAIN IMPROVEMENT PLANS FOR BY: FOR 7 UNA RANCH ROAD & DATE: _wZ � R 3 RANCHO S LTAB41T DRl r I_'i CITY OF ENCRUFAS T.M. 89-031 ti `t t I A. No. 29375 Exp. 03/31/15 / SEE SHEET 9W / r f r r` DRAWING NO. 6242 -G SHEET d3MOF 29 TALL TR41L WATER BARS PER ENCINI AS STA RDS l 1 \ NO i A/ ✓ r - ' ' _ - - \ \ \ \ \ \ \ \ \ 5YFPJL L DA D BREW ITYP) aEE TEx �V T. 1 M H R D-75 t 4 / n ,5t q4 7'50 \3\XaWO'\ -459 � rr/ /!! // r s r f/ // / j I 1 1 t \� T�11 .: —� .�r� °,� // /•- _ .,,� / �f-' __ - - - -- / /// ,,/ / 1 1 1 t 11l t 1 tl s i \ i I / ! /r'r .-l�� RO• — - -_� \ \\ \\ \ \\ sss - -- / / // / ! / / 1 i I 131 :1: t f It / ku r / / r / / / / ! / / i 1 ( I ( I I 1 . j (! / / - - e - - ` - I 2 D64bVNTABL \ // r/ (I (/ - TESDRSD WM �� I / • �' ' - ` / - / / / / / /' 'BIOLOGIC OPEN SPACE rW�7� _ \ YPE \B AI X AR / � 3 / " � - - / / BRiGIR TD GRABIN�i, TFE OPEN - ®- -- /- SPACE AREAS SHALL BE.FLA - / / n l 1 / / A VARAS Tq ^c F I �� I 1h j I( / ! - -- j j / — Lr*- 1 1 j l I i 1 // /! ! ! /! // / / f� // / /✓ / / / / / / / / / / / // // // // // / //' / 14� - -- 49s_ -__ — -- / /! ! / /// / // / / / ! / // ! !! / / / —__ _ — ice__• ( it. \ - - -- \ \ \1\ �- -494-- - - -- ma d I 1 SPACE F/F�II+Ri W�TH 1 / ,," �, �- - TED ttPEN SPAS STGNAGE / oQ / nN - - - ALL Tf4IL W�kR BAS Q ANDAWp3 " - - 1 I 1 \ \ \\ /agA� ' -498° r NECT J TO €X STING R-30 . j w _ - . 1 \ t� _ M \ ✓ - I ❑2 ❑3 20' SEWER 6 / SITE,- 1�Ld / ,�� r �" +ESA �Fn \ Q t l REC. TRARML ESMf t 26.4 J / 1 I I / - / \ �2. i5, 3' 1 1 r, ! j (I (! l n ( ( ti INB 72�V 682148' o I / - - -- - - - - -- -- 512 / 5.r2 - -- - - - - -- PROPOSa S€tR AEEE9S- - - - -- f / j\ l 1 1 / ( I ( f j t ( I ( I f I I I { ( i A / -- -`------- ROAUIPECREATIONAL MAD --- - - - - -- 518 - - --' / / / � CLASS II DG P4N5 -SEE- a'P. SECTION- ON -54T 3A- - - - - - - - - - - - - / / / J I \. � ONLY CLASS I RFrRF.ATTn1VAT. TRATT. PLAAT f ! f ! 1 r� 2$ rYP_ r 1 1'6=40' PROPOSED 3' MAX !-EIGHT C -4 NET WALL PER 6242 -G 7 \\ \ \ \a S49 -- AI --542-- KN MA g® 33` 5 g GRAPHIC SCALE 1 " =40' EASEMENT NOTES CONSTRUCTION NOTES - ""= "' - 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PU2OSES PER Q TRAIL SIGN PER NAIL SHEET 3A PROPOS 0 8" UTILITY ACCESS ROAD AND RECREATIONAL MAP 14032 - -WER TRAIL PER TIE FOLLOWING NOTES: 0 40 80 120 �""+Ya�r AUAN vt,u 6,�rz+n WAW RBLIC PER MAPS 1403 EASEMENT TO THE CARDIFF SANITATION DISTRICT 7t12 1z6rA1N i� vJ4w IFLA J rW*PW 1. 5' WIDE 4" DG OVER 5" CLASS IT BASE MANUFACTUREO QRpFESSIOA,q JV 1:11 "LOA 1f*Lvi& 1vN4gTf4 69,Lm4 144 - ONSITE OR CITY APPROVED EQUIVALENT FOR �O DES A. L49 C AS BUILT EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 MULTI USE PORTION ALONG OPEN SPACE OR PL SIDE. ��,Q JP c°j Fyn t' 17KtiK7 at�12 t4 1. 2. 10' WIDE 9" CLASS II BASE MANNIFACTURED ONSITE g ti z ® EXISTING EASEMENT FOR WATER PIPE DE RMSES TO 7}E �? CITY APPROVED EQUIVALENT O�Y. ac ASS ®GATES w No. 29375 m OLIVEAHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED 6 Exp. 03/31/15 a DEC91BER 7. 1982 AS FILE W. 82- 374421 OF O.R. g� ►�+� CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 27 EXISTING EASEMENT FOR UTILITIES TO AIRTOUCH SEC l ®N A 585 North Highway 101, Ste A, Solana Beach, CA 92975 JAMES A. LARET DATE CELLULAR PER DXUkEVT NECOR ED JANUARY 31 1996 AS �� T T �,-,�7 i1%q CIVIL R.C.E. N0. 29375 DOCLFENT NO. 1�- 0049072 OF O.R. W n r. /y T NOT TO SCALE ph 858.259.8212 I Ez 858.259.4812 I plsaengineering.com C� CALF EXP. 03/31/15 1lEJJJ JJ 1 REVISIONS APPROVED DATE REFERENCES DATE $ENCIIlVIARK SCALE DESITGLL BY TGLBY CHEJAL _BY -- APPROVALS Cj'j'Y OF ENCINUAS ENGINEERING DEPART ENE DRAWING NO. ADDED SHEET 14B ti COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC RECREATIONAL TRAIL IMPROVEMENT PLANS FOR: "wow %CCAWII A _� �. 'i M_•aN !� 3�{t _ 1.1 MI. S.W. HODGES DAt4 15' N'LY OF HORIZONAL 1"=40'- -Qe D r�� A � � �T/`1v ROAD 6242 G CIL HWY. BENEATH CONC. FLUME CENTER, DATE: � -L3 BY: _ BY: 1A • /� FO.�lt�1T/l^J11�jA l[ �T1 `j��1r�1��(1�Zr�+D�j�+� 1938 CONC. CULVERT, STD. TAB MKD 1 -1® , R.C.E. N0. 29375_ DATE: DATE: _J2 2�r �3 jtlYjrl.�11O J(,Jlrllrlll DR rl's 1938 -H28 -148. VERTICAL - MES A. LARET EXP. 03 -31 -15 - - ELEV.= 148.221, A.M.S.L. NGVD29 -- C= OF ENCRY7TAS T.M. 89-031 SHEET 14O OF 29 `ION TW 503.24 STATION 11+25.091 TW 506.41 STATION 11+83.85 TW 507.05 STATION 12+44.08 TW 5 STATION 12+ TW 503.87 STATION 11 +29.50 .33 11+25.09 11+83.85 PANEL 1 BW 501.33 STATION 11 +31 TW 503.87 STATION 11 +36.11 BW 501.97 STATION 11+36.11 TW 507.05 STATION 11 +99.27 PANEL 5 TW 503:87 STATION 11 +36.11 BW 503.87 STATION 12 +00.01 PANEL 3 TW 504.51 11730-81 .97 11 +36.11 TW 505.14 STATION 11 +50.06 BW 501.97 STATION 11+44.19 TW 507.68 STATION 12+73.46 BW 503.24 STATION 12 +73.46 TW 505.78 STATION 11 +59.61 TW 506.41 STATION 11 +69.89 3 TW 507.05 TW 507.05 STATION 12 +19.84 STATION 12+19.84 BW 504.51 STATION 12+19.84 TW 507.05 STATION 13 +16 +.06 13 +16.06 PANEL 7 BW 503.87 STATION 11+83.85 TW 507.05 STATION 12+44.08 BW 503.87 STATION 12 +44.08 TW 505.78 STATION 13 +45.44 I'ANtL 0 BW 503.87 STATION 13 +45.44 6.17 46.17 BW `'503.24 STATION 12 BW 503.24 ESSi +73.46 STATION 13 +16.06 PANEL 6 , No. C047327� * Exp. 12 -31 -17 • r OF CA1.%F AS BUILT NOTE. THE STRUCTURAL DESIGN OF REVIEWED AND APPROVED BY THE KEYSTONE RETAINING WALLS ESGIL CORP. AS PC 15 -2106 HAS BEEN KOLOA PACIFIC CONSTRUCTION, INC. ar° x 12527 KIRKHAM CT, POWAY, CA 92084 ERNEST H. GRABBE, JR. DATE' R.C.E. NO, 047327 NEW SHEET (868) 488 -7800 (858) 488-7811 LICENSE NO. A- 930720 EXP. 12131117 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE oE51(TGL NNW CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. L ADDED SHEET AA AA 411-3/fib COUNTY BENCH MARK H -0028 1.1 MI. S. W. HODGES DAM, 15' N'LY OF C/L HWY. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M'KD 1938 -H28 -148. HORIZONAL 1 "--40' VERTICAL 1"=10' PLANS PREPARED UNDER THE SUPERVISION OF DATE: 4/4/16 -4'WR. C.E. NO. 047327 ERNEST H. GRABBE, JR. RECOMMENDED BY: DATE: APPROVED BY: iyt• M t-- DATE: 4/13/IG WALL IMPROVEMENT PLANS FOR: FORTUNA RANCH ROAD AND RANCHO SUMMIT DRIVE 6242 -G ELEV.= 148.221, A.M. S.L. NGVD29 SIGN DATE EXP. 12/31/17 CITY OF ENCINITAS T.M. 89-031 SHEET 14C F 29 A - MIRAGRID 3XT B - MIRAGRID 5XT C - MIRAGRID 7XT 0.13 507.05 Fi T 011 .98 504.86 FT 0.22 503.87 FT 503.87 FT 502.27 FT 501.33 FT 0.22 SECTION 4: (94.8 FT - 119 FT) 507.05 FT 0.17 504.37 FT 0.22 5 Hj� 03.24 FT 0.22 SECTION 7: (191 FT - 220.3 FT) IOTA ERNEST H. GRABBE, JR. R.C.E. NO. 047327 [of-VIA - of 0.22 0.22 SECTION 1: 0.10 (0 FT - 11 FT) 506.41 FT 504.46 FT 503.87 FT 507.68 FT 504.32 FT 7.72 1.34 --{ 0.20 1A 0.22 *TOTAL PANEL HEIGHT SHOWN SECTION 2: (1 1 FT - 58.8 FT) 1.50 1.34 -{ 0.20 0.22 1 1A 503.24 FT ff I ol 0.22 SECTION 5: (119 FT - 148.4 505.78 FT 504.68 FT 503.87 FT 0.07 0.49 0.22 0.22 SECTION 8: (220.3 FT - 221.1 FT) 506.41 FT 504.46 FT 503.87 FT 507.68 FT 504.32 FT 1.34 0.13 1.15 1A 0.22 *TOTAL PANEL HEIGHT SHOWN SECTION 3: (58.8 FT - 94.8 FT) 1.50 1.34 0.20 0.22 &1 o 503.24 FT 0.22 SECTION 6: (148.4 FT - 191 FT) RN 7`-s' - -/,- KOLOA PACIFIC CONSTRUCTION, INC. 12527 KIRKHAM CT, POWAY, CA 92064 (858) 486 -7800 (858) 486 -7811 NEW SHEET LICENSE NO. A- 930720 tnr. 7z s1 n REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE oESIGa BY DRAWN BY cHEJAL BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ADDED SHEET A&" 4113o, I COUNTY BENCH MARK H -0028 1.1 Ml. S. W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HDWIL. CONC. 1938-H28-148. ULVERT, STD. TAB M'KD ELEV.= 148.221, A.M. S.L. NGVD29 "_ HORIZONAL 1 -40 VERTICAL l" lo' PLANS PREPARED UNDER THE SUPERVISION OF DATE; 4/4/16 R.C.E. N0. 047311 ERNEST H. GRABBE, JR. EXP. t2/31/n RECOMMENDED APPROVED BY: BY: M• M DATE DATE; 13 1 WALL IMPROVEMENT PLANS FOR: FORTUNA RANCH ROAD AND RANCHO SUMMIT DRIVE CITY OF ENCINITAS T.M. 89 -031 6242 -G SIGN DATE SHEET 14D F 29 EASEMENT NOTES F2] 20' WIDE MAP 1 EASEMENT FOR WGREATIONAL TRAIL RMO,SES PER Q PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 EXISTING EASEMENT FOR WATER PIPELINE PIAPOSES TO THE OLIVEN-IAIN MANICIPAL WATER DISTRICT PER DOCUhFNT RECORDED JANUARY 1& 1998 AS FILE NO. 1998- 0024166 OF O.R. 5 Ell f STA 29 +21.30 RANCHO SUMMIT DR. 16.5' RT- 20'SEWER & STA 7 +23.07 ACCESS ROAD C. TRAIL ESMT 15' 1' 5' 10' )GI CLASS II ASS ON_Y IT 2% TYP. B~ ! UTILITY ACCESS ROAD AND RECREATIONAL TRAIL PER THE FOLLOWING NOTES 1. 5' WIDE 4" DG OVER 5" CLASS II BASE MANUFACTURED ONSITE OR CITY APPROVED EQUIVALENT FOR MULTI USE PORTION ALONG OPEN SPACE OR PL SIDE. 2. 10' WIDE 9" CLASS II BASE MANUFACTURED ONSITE OR CITY APPROVED EQUIVALENT DALY. l � 3 \ i \POST C3 OPE(4 SPACE TGNAGr fn BIOLOGICAL OPEN X15' WIDE SEWER_ ACCESS `ROAD . AND REC. TRAIL -P€R \ — — — — — — — — — — ENCINI'TAS - TRAILS MASTER - - — \ -PLAN_ STANDARDS. -SEEE ---------- - - - - -- _.._.... — DETAIL THIS- SHEET GRAPHIC SCALE 1 " =40' RECREATIONAL TRAM PLAN — - - -- -- — ----- - - - - -- ~' _ — _ -- � / 0 40 80 120 i =40' - _ QpOfESSjp - ASSV>z,T __------- ---- -- _____ _ ` \ \� �\ PASC® A.L49T`�� CONSTRUCTION NOTES _ _ __ _ _ _ &ASSOCIATES w No. 29375 m TRAIL SIGN PER DETAIL SHEET 34 — — — — Exp. 03/31/15 m CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING , JAMES A. LARET DATE 535 North Highway 101, Ste A, Solana Beach, CA 92075 S}9 CIVI\- �P A.C.E. NO. 29375 NEW SHEET ph 858.250.8212 B Ez 858.259.4812 0 plsaengineering.com OF CA\-ZF EXP. 03131115 REVISIONS APPROVED DATE REFERENCES DATE Rw�RK SCALE DESIGNED BY oR TGLBY C JAL ar APPROVALS C= OF ENCH%TAS ENGINEERING DEPARTMENT DRAWING NO. ADDED SHEET 15B •A/` 1212411 _ _- - _ COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC RECREATIONAL TRAIL IMPROVEMENT 7P�LAANS FOR.° ROAD �/� �T _ 1.1 MI. S.W. HEDGES DAM 15' N'LY OF HORIZONAL I"=40' ° DATE � -_- - S BY. _ BY. FOR R"CH R,OA/J & 6242 - _ -' C/L HWY. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M KD R.C.E. N0. 29375 1938 -H28 -148. VERTICAL 1 " =10' DATE DATE. R_ RANCHO n7 DRIVE J MES A. LARET EXP. 03- 31- 152G�3 CITYOFF,NCIl�TITEIS T.M. 89-031 SHEET 15 of 29 _ ELEV.= 148.221, A.M.S.L. NGVD29 Mon, Nov 252013 PLSA 10108COVSTRUCTION I i \ \ 2 EMOUNTAB4E PROTEDTION POSTf PA SDRSD WM\`04 TYPE - _ - \ \ BI ®1.vvli: ®PE1VSSPi40$ -- - \ S ^ \ OPEN SPACE FENCING WITH \ \ \ POSTED ..DP- EN- -SPACE SIGNAGE �p�\MM(( \ \ \ ~SPACt= FENCIIVr,_WI fH ~ \ \ e \POST C3 OPE(4 SPACE TGNAGr fn BIOLOGICAL OPEN X15' WIDE SEWER_ ACCESS `ROAD . AND REC. TRAIL -P€R \ — — — — — — — — — — ENCINI'TAS - TRAILS MASTER - - — \ -PLAN_ STANDARDS. -SEEE ---------- - - - - -- _.._.... — DETAIL THIS- SHEET GRAPHIC SCALE 1 " =40' RECREATIONAL TRAM PLAN — - - -- -- — ----- - - - - -- ~' _ — _ -- � / 0 40 80 120 i =40' - _ QpOfESSjp - ASSV>z,T __------- ---- -- _____ _ ` \ \� �\ PASC® A.L49T`�� CONSTRUCTION NOTES _ _ __ _ _ _ &ASSOCIATES w No. 29375 m TRAIL SIGN PER DETAIL SHEET 34 — — — — Exp. 03/31/15 m CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING , JAMES A. LARET DATE 535 North Highway 101, Ste A, Solana Beach, CA 92075 S}9 CIVI\- �P A.C.E. NO. 29375 NEW SHEET ph 858.250.8212 B Ez 858.259.4812 0 plsaengineering.com OF CA\-ZF EXP. 03131115 REVISIONS APPROVED DATE REFERENCES DATE Rw�RK SCALE DESIGNED BY oR TGLBY C JAL ar APPROVALS C= OF ENCH%TAS ENGINEERING DEPARTMENT DRAWING NO. ADDED SHEET 15B •A/` 1212411 _ _- - _ COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC RECREATIONAL TRAIL IMPROVEMENT 7P�LAANS FOR.° ROAD �/� �T _ 1.1 MI. S.W. HEDGES DAM 15' N'LY OF HORIZONAL I"=40' ° DATE � -_- - S BY. _ BY. FOR R"CH R,OA/J & 6242 - _ -' C/L HWY. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M KD R.C.E. N0. 29375 1938 -H28 -148. VERTICAL 1 " =10' DATE DATE. R_ RANCHO n7 DRIVE J MES A. LARET EXP. 03- 31- 152G�3 CITYOFF,NCIl�TITEIS T.M. 89-031 SHEET 15 of 29 _ ELEV.= 148.221, A.M.S.L. NGVD29 Mon, Nov 252013 PLSA 10108COVSTRUCTION v vv vv vvv v v � � RA.OT-1 � v m- 03 C of c \n c 5 STA 46 +21.39 33.75' RA r 20' 5.5" PCC SWALE PER DETAIL F SHEET 2 BY SDf3 l; �^ IM&TIM &I l 9 HIGH DE RAT7VE ' — CONCRETE "BL11GKf WALLt +15.68 RANCHO UWWT RTC S- TA 1 +00.00 SDBE ACCES"AD/ /8' 1VTDE CREATJDNAC STA 465. 34. 13' ° ° TVAIL BEE TYP,.- - DETAIL _ (�t2' 5.5" PCC SWALE / ON SHEET-3A FER DETA SHEET 2E, ° /' ° ° / / OPEN SPACE F13VCINP WITH= 'OSTED ENr SPACEi5IGNAGE 8 Tu l RT�HO /f /�l / / f / ' J SUBDIVISION BOLWARY 15' 1.5 12' � EASEMENT NOTES � SOG&E ACCESS GRAPHIC SCALE 1 " =40' p EASEN£fJT 15%20' WIGS EASEMENT FOR 6ELiEATIONAL TRAIL Pt�OSES PER NAP 140.32 CONSTRUCTION NOTES 5' NIGH DECORATIVE,, APPAOX. LINE Lo CONCRETE BLOCK WALL EXISTING GRADE I'L9LIC SEWER EASEMENT TO T}E CARDIFF SANITATION DISTRICT O TRAIL SIGN PER DETAIL S1fET 34 a' PER MAP 14032 0 40 SO 120 rExp.03/31/15 EASDNENT FOR BIOLOGICAL OPEN SPACE PER MAP 140 32 ❑9 EXISTING EASEMENT FOR WATER PIpam Rp3os S TO TtE 4RETAINING WALL "� BvII"T RET TER aNEM1N *NTCIPAL WATER DISTRICT PER DOCUIENT RECEN�O '' SDG&E ACCESS ROAD WITH 9" CLASS z JANUARY 16 1998 AS FILE N0. 1998 0024166 D A. ^� II BASE MANU ACTUED ONBITE O4 CITY & ASSOCIATES z i5 EXISTING EAS0EW FOR POLE LINES AND COKtDUITS APPROVED EQUIVALENT CIVIL ENGINEERING +LAND PLANNING t LAND SURVEYING i W TO SAN DIEGO GAS & ELECTRIC Cp4'ANY PER �UYENT fE65,m FBIR[MY It 1954 IN BOOK 5138, PAGE 324 OF OR. SECTION A JAMES A. LARET DATE 535 North Highway 101, Ste A, Solana Beach, CA 92075 `rT CIVIC- �p R.C.E. NO. 29375 4T�c �� 23 15%20' WIDE ACCESS EASEMENT FOR INGRESS AND EGRESS TO T�% � �%7 NO SCALE `_d• EXP. 03/31/15 Ph 858.259.8212 8 fx 858.259.4812' p1saengineering.com CAI SAN DIEGO GAS AND ELECTRIC CO PANY �I,I 1 REVISIONS APPROVED DATE REFERENCES DATE BENCEM ARK SCALE SAN D IO & ELECTRIC CO, - - DESIGNED BY DR TGLBY CHECKED JAL av APPROVALS CITY OF ENCR%TAS ENGUSIPMUNG DEPARTMENT DRAWING NO. ADDED SHEET 16B 2 26 13 _ _ - COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC RECREATIONAL TRAIL IMPROVEMENT PLANS FOR _ 1.1 MI. S.W. HODGES DAM, 15' N LY OF HORIZONAL I"=40' / 1 1,1 L�� ,�J/� • FORM NA RANCH ROAD & 6242 G DATE: BY. - -- BY: _ e C/L HWY. BENEATH CONC. FLUME CENTER, fEVIEWED BY. - / HOWL. CONC. CULVERT, STD. TAB M 1(D L F _ A" � R.C.E. NO. _ 29375 __ DATE: DATE: 1938 -H28 -148. VERTICAL 1 " =10' 11 ELEV.= 148.221, A.M.S.L. NGVD29 LAND MANAGEAENT REPRESENTATIVE J ES A. LARET EXP. 03 -31 -15 VAI m FrAP ea M MmP Fares neTF rF sTrwnfiw CITY OFENC]NffAS T.M. 59 -03I 1 SHEET iW OF 29 ACCES§ i 2 2 rSURFAC J / ,STA 3+ #2. OUT ND L24lp Coto LL LL - Bhp @F1�24.0 3 83 lolLT VALL i , �wW=8A2 ,ii 7 / /1f11 BW=�2i.,? / 9 HIGH DE RAT7VE ' — CONCRETE "BL11GKf WALLt +15.68 RANCHO UWWT RTC S- TA 1 +00.00 SDBE ACCES"AD/ /8' 1VTDE CREATJDNAC STA 465. 34. 13' ° ° TVAIL BEE TYP,.- - DETAIL _ (�t2' 5.5" PCC SWALE / ON SHEET-3A FER DETA SHEET 2E, ° /' ° ° / / OPEN SPACE F13VCINP WITH= 'OSTED ENr SPACEi5IGNAGE 8 Tu l RT�HO /f /�l / / f / ' J SUBDIVISION BOLWARY 15' 1.5 12' � EASEMENT NOTES � SOG&E ACCESS GRAPHIC SCALE 1 " =40' p EASEN£fJT 15%20' WIGS EASEMENT FOR 6ELiEATIONAL TRAIL Pt�OSES PER NAP 140.32 CONSTRUCTION NOTES 5' NIGH DECORATIVE,, APPAOX. LINE Lo CONCRETE BLOCK WALL EXISTING GRADE I'L9LIC SEWER EASEMENT TO T}E CARDIFF SANITATION DISTRICT O TRAIL SIGN PER DETAIL S1fET 34 a' PER MAP 14032 0 40 SO 120 rExp.03/31/15 EASDNENT FOR BIOLOGICAL OPEN SPACE PER MAP 140 32 ❑9 EXISTING EASEMENT FOR WATER PIpam Rp3os S TO TtE 4RETAINING WALL "� BvII"T RET TER aNEM1N *NTCIPAL WATER DISTRICT PER DOCUIENT RECEN�O '' SDG&E ACCESS ROAD WITH 9" CLASS z JANUARY 16 1998 AS FILE N0. 1998 0024166 D A. ^� II BASE MANU ACTUED ONBITE O4 CITY & ASSOCIATES z i5 EXISTING EAS0EW FOR POLE LINES AND COKtDUITS APPROVED EQUIVALENT CIVIL ENGINEERING +LAND PLANNING t LAND SURVEYING i W TO SAN DIEGO GAS & ELECTRIC Cp4'ANY PER �UYENT fE65,m FBIR[MY It 1954 IN BOOK 5138, PAGE 324 OF OR. SECTION A JAMES A. LARET DATE 535 North Highway 101, Ste A, Solana Beach, CA 92075 `rT CIVIC- �p R.C.E. NO. 29375 4T�c �� 23 15%20' WIDE ACCESS EASEMENT FOR INGRESS AND EGRESS TO T�% � �%7 NO SCALE `_d• EXP. 03/31/15 Ph 858.259.8212 8 fx 858.259.4812' p1saengineering.com CAI SAN DIEGO GAS AND ELECTRIC CO PANY �I,I 1 REVISIONS APPROVED DATE REFERENCES DATE BENCEM ARK SCALE SAN D IO & ELECTRIC CO, - - DESIGNED BY DR TGLBY CHECKED JAL av APPROVALS CITY OF ENCR%TAS ENGUSIPMUNG DEPARTMENT DRAWING NO. ADDED SHEET 16B 2 26 13 _ _ - COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC RECREATIONAL TRAIL IMPROVEMENT PLANS FOR _ 1.1 MI. S.W. HODGES DAM, 15' N LY OF HORIZONAL I"=40' / 1 1,1 L�� ,�J/� • FORM NA RANCH ROAD & 6242 G DATE: BY. - -- BY: _ e C/L HWY. BENEATH CONC. FLUME CENTER, fEVIEWED BY. - / HOWL. CONC. CULVERT, STD. TAB M 1(D L F _ A" � R.C.E. NO. _ 29375 __ DATE: DATE: 1938 -H28 -148. VERTICAL 1 " =10' 11 ELEV.= 148.221, A.M.S.L. NGVD29 LAND MANAGEAENT REPRESENTATIVE J ES A. LARET EXP. 03 -31 -15 VAI m FrAP ea M MmP Fares neTF rF sTrwnfiw CITY OFENC]NffAS T.M. 59 -03I 1 SHEET iW OF 29 •••• v rw 1Tw �� %rrmni ✓71W wrw .77%" !r- 1'{/1/ 1T7/V n \� EASEMENT NOTES 2 2 3 1 ❑ REC. TRAIL ESMT ° \\ \ \/ \ \ \ \ ° 02 20' WIDE EA IT FOR {ED:E4TIONAL TRAIL POSES PER 22, 15' 31 a$ \\ \ \\ �/ \ \\ \\ ° °° �\ °\ MAP 14032 i _ \ \ \ \ l� /\ \\ \ \ \ \ \ ° �3 PLBLIC SEWER EASEAENT TO M CARDIFF SANITATION 5' 10' I DG/ CLASS rI Y \ \ \ \ ° \ 1� ( DISTRICT PER MAP 14032 COY rJ 9 \ 0 CLASS \\ \ \ \ ! I I I ® ThE BENEFIT ArENJOYMENTEOF .M. 11725 PER 33oM0ENT 2X 7YP. _ [ \ \ \ ` \ ° \ \ ° ° \ ° I (( I it RECORDED 4-5-W AS DOC. W. 2000- 0172441 OF O.R. �r — 5x MAX Z, / III 1 =1_I CONSTRUCTION NOTES TRan sraN PER OErar< SHEET 3a PROPOSED B" SEWER UTILITY ACCESS ROAD AND RECREATIONAL TRAIL PER THE FOLLOWING MOTES l r:• \ \ \ \ \ \ \ \ _ — — — ' _ — - / / / / / / / / / / / ( I i I i I I ` \ I } 1 1 1 1 1 R L I I I ❑2 � _ 20 SEWER 5 W10E 4" DG OVER 5" CLASS II BASE AAPIFACTLFEO CJSITE OR CITY APPROVED EQUIVALENT FOR REC. TRAIL ES M6 T MLTI USE PORTION ALONG OPEN SPACE DR PL SIDE. N 1 \ \ \ \ - - - - - - - - 4 15 5' 2. 10 wry 9" CLASS ri BASE MaNFACrUREO oNSITE OR CITY APPROVED EQUIVALENT ONLY. �/CLA SS II ------ - - - - -- . 5 CLASS Y -- ---- - - - - -- STA 100 00 /ACCgSS A TvrSE TYPICAL SECTION 6 ( I zx TYP. 59 MAX ACCESS ROAD 77 — — — — STA 4+02.71 TO 9+00.00 -- — — — NOT TO SCALE z2� 1 1 I- �\ \� \�x PROPOSEEDD�B UTILITY ACCESS ROAD AND RECREATIONAL / I TRAIL PER THE FOLLOWING NOTES aY a _ _ - - - �5' Wig -SEWER ACCESS` - I 1. 5' WIDE 4" DG OVER 5" CLASS II BASE MAMIFACTI�D ` \ °% \ J / i / t J (I I II I I I CXV5ITE OR CITY APPROVED EQUIVALENT FOR _RQAD AN) REC.-TRAIL. \ 2 DEAIOIXV� E +Op _;. / f / I SEE DETAIL- Tk{IS_SFE�T \ \ f °.t �' /,�9 / 15'fWIC �R ACCESS %I f ( I I Afi�TI USE PORTION ALONG OWN SPACE OR PL SIDE. PER SD D �/ / f ROAD AN7 ' E TRA L / ( ( I I i 2. 10' NICE 9" CLASS II BASE MAANI=ACT D OISITE _1' y' PAR - - _ ?Y 6NCIN7�TAS TRAES PIASTER ( ( I j I ( ( I 1($ OR CITY APPROVED EQUIVALENT ELY. - - _ l PLAN STANDARD . SEE 1 l I OPEN -SPACE FEM 3NG" NX _ , DETAIL THIS SEET POSTED OPER E SIGNAGE / / , S / / l l' / t t TYPICA�..SECTION _ ' PROPOSED 8 j PVC I GRAPHIC SCALE 1 " =40' 2DEPi0tAITA86EPROTECTIONRDSTS �~ / // 7L PER'/ /LOT18 f // i ACCESS ROAD PER S D --W-04 TYPE 1T — �p _ / / / i / / / / / / STA 1+00.00 TO .71 ` 23 / 0 40 80 120 - `� 20 �' �� / / / QPOFESSr AS BUILT OPEN SPACE FED \\ _ T a RECREATIONAL lRA L r"IstiN & ASSOCIATES w ND. 29375 m 1 64, CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING Exp. 03/31/15 JAMES A. LARET DATE 535 North Highway 101, Ste A, Solana Beach, CA 92075 9 CIVI\- � R.C.E. NO. 29375 C u�j �j ph 858.259.8212 1 fa 858.259.4812 I plsaengineering.com 7F OF Ch%_ EXP. 03131115 �J1.,L�jJ.� ��.�+� �7��r� ��T y�� T p� .�+� �p7�� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALP SAND � C �. _DESIGNED BY _ DRAWN TGL Y —CHECKED JAL ®Y APPROVALS C 1 OF t'iNCINl l AS i'il\Gii\�'�`Jl\G DtiP"ThfEN 1 DIUVANG NO. ADDED SHEET 17B AA 12/96/ COUNTY BENCH MARK H -0028 � PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC RECREATIONAL TRAIL IMPROVEMENT PLANS FOR: -- - - A CI H S.W. HEDGES DAM, 15' C OF HORIZONAL 1 " -40 ' a� I l.3 � OR71WA RANCH ROAD & 624 2 ®G C/L HWY. BENEATH CONC. FLUME CENTER, �� -- DATE: •�•I�S BY: BY: /I/1. �I/1 HOWL. CONC. CULVERT, STD. TAB M KD REVIEWED BY.• - - - - COLLEEN FAO - R.C.E. NO. _29375 DATE: DATE: 12/2GL13 �CH ®J L 1938 -H28 -148. VERTICAL 1 " =10' LANG MANAGEMENT REPRESENTATIVE J ES A. LARE - ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 03 -31 -15 __ vaLm FOR la NONT►s FRaM OarE OF srGroaTLW CITY ®FENCINITAS T.M. 89 -031 SHEET J 70 OF 29 EASEMENT NOTES © PRIVATE DRAINAGE EASaevT IN FAVOR OF HOMEOWNERS ASSOCIATION PER MAP 14032 02 20' WIDE EASEMENT FOR RED EATIVIVAL TRAIL PURPOSES PER MAP 14032 ❑3 PUBIC SEWER EASEMENT TO TIE CARDIFF SANITATION DISTRICT PER MAP 14032 05 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 19 EXISTING EASEMENT FOR INGRESS, EGRESS AND UTILITY LINES TO AIRTOUCH CELLLLAR PER DWL1ENT RECORD JANUARY 31 1966 AS FILE NO. 1966- 0049072 OF OFFICIAL RECORDS. ® PRIVATE ROAD & PUBLIC UTILITY EASEMENT OVER LOT 33 FOR THE BErtEFIT, USE AND ENJOYMENT OF P.M. 11725 PER DOCLKNT RECORDED 4 -5-00 AS OX. ND. 2000- 0172441 OF O.R. ® PU.EIC SEWER EASEMENT OVER ALL OF LOT 33 TO TFE CARDIFF SANITATION DISTRICT PER MAP 14032 tt tt A A \ \\ \ \\ V A A A V A A \ 7 \ \ t t} �N tt ' \5' �EW R L1t ATERRIL �ASEMFNT t t \ FOR iTH, Bb4CT -TT Or LOT 2,7 LQT26 \ \ \ i \ \ B'x�l�' SBGAC6E$S- �. ev ore- / ° d d / /Wj Imo' / d _ En A co r r UTILITY ACCESS ROAD AND RECREATIONAL TRAIL PER ThE FOLLOWING NOTES: 1. 5' WIDE 4" DG OVER 5" CLASS IT BASE M1AK ACTURED ONSITE OR CITY APPROVED EQUIVALENT FOR MULTI USE PORTION ALONG OPEN SPACE OR PL SIRE. 2. 10' WIDE 9" CLASS II BASE MANU=ACTL ED ONSITE OR CITY APPROVED EQUIVALENT OEY. +. U 6 i ACCESS ROAD STA 9+00.00 TO 11+79,20 ACT TO SCALE GRAPHIC SCALE 1"=40' T' — Q �n o / / ^% / / / �/ / I. \�\'- -�\ --- -,� _E ACES \ ��. rn -� \ / .- f ! / / i EASEME T TO SAN DIEGO — . to z z a — — — — — -- ' — — — - / / / / K^ ^ ^ o ^ GAS & ELECTRIC CO. [La0j.- o QPpFESSjON Yo - 15' WIDE EDGE &SEWER N SPACE FENCING WITH o u�m u u n u mm 0 40 80 120 Q Q U + ACCESS ROAD. SEE DETAIL POSTED OPEN SPACE SIGNAGE + i; a to i all:,-1111 to SHEET3A o oc�i -m �m oc�� m ¢m ¢ Q - a Q Cu z co ti Q�`' pt� L49 F AS BUILT ¢o ~ ~ � oW om O ET ®, �s A. �l �z Uzt` °+' `+° & ASSOCIATES No. 29375 m m Cc Exp. 03/31/15 a rn ¢ova CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING y y 535 North Highway 101, Ste A, Solana Beach, CA 92075 CIVI1 JAMES A. LARET DA TE m o RECREATIONAL TRAIL PLAN S Y `rq� R.C.E. N0. 29375 m J�� SJ.JT ph 855,259.8212 � fz 858.259.4812 � plsaenglnecrin8.coffit � OF CA�IF� EXP. 03131115 1=4(11 NEW j REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAND & C CO. oesiTrHEO BY DRAWN TGL BY CHEJKAL BY APPROVALS CITY OF ENCIAIITAS ENGINEERING DEPARTMENT DRAWWO N®. ADDED SHEET 188 • L21 (.�1 _ _ COUNTY BENCH MARK H -0028 r PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC RECREATIONAL TRAIL IMPROVEMENT 7P�LAANS FOR.' A 1.1 H S.W. HEDGES DAM, 15' C OF HORIZONAL 1 " -40'_ '�ISGi3 v FOR 1 (,J1�A l�"CHROAD & 6242�G _ C/L HWY. BENEATH CONC. FLUME CENTER, -- -- - - DATE DATE: � .J� BY: BY: V HOWL. CONC. CULVERT, STD. TAB M'KD REVIEWED BY' R. C. E. NO. 29375 RANCHO (��JAD41 LRl 1� ti COLLEEN FIND DATE: DATE: X2/2/13 �✓ 1938 - =28-148. VERTICAL 1 " =10' LAND MAN4 NT ��ATIVE LARET - ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 03 -31 -15 Vey m FnR 9R hAWTFl4 FFDW DATE oF7 979MMW MY OFF CHW AS T.M. 09°031 SHEET 18 OF 29 ti D: w y� Lu Qp p REf3 w }syp -j 1u IOW�z.J ^_ nLL APPROXIMATE LIRE \ OF EXISTING GRA✓X y 4" PVC Dl#1 J�NN PIS 4" PVC DRAIN PIPE UPHILL SIDE ONLY UPHILL SIDE ONLY g 8� IE= 832.51 0 w �i i� Q. ao - 18" ACP 4 011 FINISH GRADE J 1. 17.17' - 18" RCP L 5= 19.30% 5 X10 ROCK RIP -RAP PER SDdSD D -40, i TON ROCK W/ FILTER CLOTH T =4' CFS STORM DRAIN PROFILE STA 49 +1710 000 15.57 FPS RANCHO SUMMIT DRIVE (SHEET IIC) SCALER WRIT 1=10: VERT: 1"-4' Q� 4 a m 0 Qi 8" PVC SEWER IE= 539.76 ►uJ M wQ O Li 4" PVC DRAIN PIPE BOTH SAS OF INLET IE-- 544.16 20" STEEL WATER TP- 532.94t� w H J,y O APPROXIMATE LINE OF EXISTING GRADE F- FINISH GRADER to mi 4" PVC pRAIN PIPE BOTH SIDES ( INLET IE= 544.16 \ \ Qi 8" PVC SEWER IE= 539.76 ►uJ M wQ O Li 4" PVC DRAIN PIPE BOTH SAS OF INLET IE-- 544.16 20" STEEL WATER TP- 532.94t� 1 /.W @ 528 24% 114 " STEEL, FOOT 30" ® 4 TRAFFIC PLATE 6" �2 "x 2" LAG X114 " STEEL FOOT 3' 3" 3• 4' 3, BOLTS TRAFFIC PLATE 5X10' ROCK RIP -R4P PER 3" I- — ti" �g• �.. SORSO D-40, I TON ROCK -f / FILTER 2686 CFS q25' -11 11j LAG BOL75 -Lu STORM DRAIN PROFILE STA 22 +12.50 9521 FPS s" ` . �2 " ; ° , . 6" — _ M WILLIAMS TERRACE (SHEET 13B) M ° l u ? SCALES hURIZ 1 " =10. VERT: 1 =4' ° • • • ° ° ° APPROXIMATE LINE �4 h � BO TS 18 B SECTION 8 -8 4.. 560 -C -3250 CONCRETE OF EXISTING GRAD= .. SECTION A —A � � a PLAN VIEW MODIFIED F —TYPE INLET FINISH GRADE _ \ \ o PER R.S.O. D-7 NO SCALE \ 4" PVC DRAIN PIPE \ 1/ 4 STEEL FOOT 8' MIN. TYPE 'B" VEGETATED � — _ " BOTH SIDES OF INLET mom, TRAFFIC PLATE SWALE. SEE DETAIL .W--639.13 4" PVG IN PIS + ^. F SHEET 2E BOTH ST(ES I�NNLLET in A FLOW IE�373.fi2 En En FLOWLINE BROW DITCH LO 8" PVC WATER 6'X15" PCC \ \ \ FLUSH CURB TP�36.01 � e Im B" PVC SEWE R SECTION B —B IE--634.75 Mom 67.96' - 18" RCP 17.52' - 1@ S =2.00% @ S= 16 8' MIN. 5 X10' ROCK RIP- RAP PER O DG TRAIL STORM DRAIN PROFILE STA 5 +99.75 SOW 0-40. 1 TaV ROCK W/ FILTER CLOTH T=4' k JAMES COURT (SHEET 12B) o =10.00 CFS V100=15.03 FPS B tO a 4 B ; SCALES H(D4IL i =10; VERT. 1 =4' � J J ti ti Et uj Lu o> FLOW 1111 me^ cfi 2' 0/C FLOW FLOW 0. 12 TO C Lu ~� ' Su- SUS °C Q �� in F-� �2 "x 2" LAG 'B" VEGETATED + BOLTS (TYPJ SW DETAIL A ll SHEET 2E 20" STEEL WATER 4" PVC DRAIN PIPE a TP= 551.69* LFHIL SIDE DALY APPROXIMATE LINE r� PLAN VIEW \ \ — IE= 554.91 OF EXISTING GRAS u~i 3€ 2 — — 4" PVC SIDE PIPE — — — — -- - 4" PVC SIDE DULY LL NO SCALE g ------ - - - - -- -- _ Fnv75H MODIFIED CURB OUTLET PER D 25 3 — 4" PVC DRAIN PIPE ~ in NO SCALE ' to BOTH SID=S OF IhLET Q. . 6 @ S ®59% ® ;r — -- - -- - - -y pOFESSIO AS BUILT @ S =1 ?00% 117.63' @ S ©-30% O P �S A C4 Fr` FyG' DACCO � ti z Q 203.31' - 18" RCP & ASSOCIATES w No. 29375 m s � STORM DRAINPROFILE STA @ 5=3.41% +37.SO ® CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING Exp. 03/31/15 JAMES A. LARET DATE WILLIAMS TERRACE (SHEET 13B) �'� 535 N ®r4➢a ][IIngHnway Il ®L, Ste A, Solana Beach, �A 92 ®75 �Sj4 CIVI1. @1� R.C.E. NO. 29375 SCALER^ hVRIZ 1 -c0: VERT'' 1 "�' �, J I I � �� ph 858.259.8212 0 £a 858.259.4812 9 pleaengineering.e®ffi of CAS EXP. 03131115 ,/`I REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNS BY DRAWN TGL Y _ _ C CKE BY APPROVALS CITY OF ENCINITAS ENGINFEF.WG DEP"TMI:NT DRAWING NO. ADDED SHEET 19B _ _ L 24 _ COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC RECREATIONAL TRAIL IMPROVEMENT PLANS FOR 1.1 M.T. S.W. HODGES DAM, 15' N'LY OF ry r A �`1v ROAD — C/L HWY. BENEATH CONC. FLUME CENTER, HORIZONAL 1"=40' pgTE; �� BY.*----- - BY: FOR7UNA Rt1N1..11 & 624,2® _W-2 0 3 RANCH ®S� D� HOWL. CONC. CULVERT, STD. TAB M'ICD R. C. E. N0. 29375 _.. AIR 1938 -H28 -148. VERTICAL 1 " =4' J ES A. LARET DATE: DATE: ELEV.= 148.221, A.M.S.L. NGV029 EXP. 03 -31 -15 CITY OFENCINITAS T.M. 89-031 SHEET 19 OF 29 w J,y N F- to mi J RL� JWW -- -- B" PVC WATER y� _ �LL U — ' ;PVC DRAIN PIPE APPROXIMATE LINE UPHILL-SME ONLY OF EXISTING GRAD= + IE= 559.31 — —� ' — — FINISH MADE y — — — — — — — W 4" PVC MAIN PIPE $� LFHILL SIDE ONLY IE= 555.45 13.50' - 18" RCP O 75.00' - 18" RCP @ S=6.96% STORM DRAIN PROFILE STA 26+16 SO WHJ AMS TERRACE (SHEET 13B) SCALES hVRRIZ 1" ::10: VERT: 1"=4' 1 /.W @ 528 24% 114 " STEEL, FOOT 30" ® 4 TRAFFIC PLATE 6" �2 "x 2" LAG X114 " STEEL FOOT 3' 3" 3• 4' 3, BOLTS TRAFFIC PLATE 5X10' ROCK RIP -R4P PER 3" I- — ti" �g• �.. SORSO D-40, I TON ROCK -f / FILTER 2686 CFS q25' -11 11j LAG BOL75 -Lu STORM DRAIN PROFILE STA 22 +12.50 9521 FPS s" ` . �2 " ; ° , . 6" — _ M WILLIAMS TERRACE (SHEET 13B) M ° l u ? SCALES hURIZ 1 " =10. VERT: 1 =4' ° • • • ° ° ° APPROXIMATE LINE �4 h � BO TS 18 B SECTION 8 -8 4.. 560 -C -3250 CONCRETE OF EXISTING GRAD= .. SECTION A —A � � a PLAN VIEW MODIFIED F —TYPE INLET FINISH GRADE _ \ \ o PER R.S.O. D-7 NO SCALE \ 4" PVC DRAIN PIPE \ 1/ 4 STEEL FOOT 8' MIN. TYPE 'B" VEGETATED � — _ " BOTH SIDES OF INLET mom, TRAFFIC PLATE SWALE. SEE DETAIL .W--639.13 4" PVG IN PIS + ^. F SHEET 2E BOTH ST(ES I�NNLLET in A FLOW IE�373.fi2 En En FLOWLINE BROW DITCH LO 8" PVC WATER 6'X15" PCC \ \ \ FLUSH CURB TP�36.01 � e Im B" PVC SEWE R SECTION B —B IE--634.75 Mom 67.96' - 18" RCP 17.52' - 1@ S =2.00% @ S= 16 8' MIN. 5 X10' ROCK RIP- RAP PER O DG TRAIL STORM DRAIN PROFILE STA 5 +99.75 SOW 0-40. 1 TaV ROCK W/ FILTER CLOTH T=4' k JAMES COURT (SHEET 12B) o =10.00 CFS V100=15.03 FPS B tO a 4 B ; SCALES H(D4IL i =10; VERT. 1 =4' � J J ti ti Et uj Lu o> FLOW 1111 me^ cfi 2' 0/C FLOW FLOW 0. 12 TO C Lu ~� ' Su- SUS °C Q �� in F-� �2 "x 2" LAG 'B" VEGETATED + BOLTS (TYPJ SW DETAIL A ll SHEET 2E 20" STEEL WATER 4" PVC DRAIN PIPE a TP= 551.69* LFHIL SIDE DALY APPROXIMATE LINE r� PLAN VIEW \ \ — IE= 554.91 OF EXISTING GRAS u~i 3€ 2 — — 4" PVC SIDE PIPE — — — — -- - 4" PVC SIDE DULY LL NO SCALE g ------ - - - - -- -- _ Fnv75H MODIFIED CURB OUTLET PER D 25 3 — 4" PVC DRAIN PIPE ~ in NO SCALE ' to BOTH SID=S OF IhLET Q. . 6 @ S ®59% ® ;r — -- - -- - - -y pOFESSIO AS BUILT @ S =1 ?00% 117.63' @ S ©-30% O P �S A C4 Fr` FyG' DACCO � ti z Q 203.31' - 18" RCP & ASSOCIATES w No. 29375 m s � STORM DRAINPROFILE STA @ 5=3.41% +37.SO ® CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING Exp. 03/31/15 JAMES A. LARET DATE WILLIAMS TERRACE (SHEET 13B) �'� 535 N ®r4➢a ][IIngHnway Il ®L, Ste A, Solana Beach, �A 92 ®75 �Sj4 CIVI1. @1� R.C.E. NO. 29375 SCALER^ hVRIZ 1 -c0: VERT'' 1 "�' �, J I I � �� ph 858.259.8212 0 £a 858.259.4812 9 pleaengineering.e®ffi of CAS EXP. 03131115 ,/`I REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNS BY DRAWN TGL Y _ _ C CKE BY APPROVALS CITY OF ENCINITAS ENGINFEF.WG DEP"TMI:NT DRAWING NO. ADDED SHEET 19B _ _ L 24 _ COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC RECREATIONAL TRAIL IMPROVEMENT PLANS FOR 1.1 M.T. S.W. HODGES DAM, 15' N'LY OF ry r A �`1v ROAD — C/L HWY. BENEATH CONC. FLUME CENTER, HORIZONAL 1"=40' pgTE; �� BY.*----- - BY: FOR7UNA Rt1N1..11 & 624,2® _W-2 0 3 RANCH ®S� D� HOWL. CONC. CULVERT, STD. TAB M'ICD R. C. E. N0. 29375 _.. AIR 1938 -H28 -148. VERTICAL 1 " =4' J ES A. LARET DATE: DATE: ELEV.= 148.221, A.M.S.L. NGV029 EXP. 03 -31 -15 CITY OFENCINITAS T.M. 89-031 SHEET 19 OF 29 EROSION CONTROL NOTES: I. IN CASE EMERGENCY NOW IS REQUIRED, CONTACT TOM STAYER AT (760) 942 -3256, 24 HDQRS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED OV SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASRRES WHEN RAIN IS lWl ENT. 3. DEVICES SHOWN DN PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUV -0FF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ALAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. HYDROSEED NOTES CONTRACTOR TO INSTALL SOIL BINDER PER CALTRANS SS -05 AND STRAW MULCH CALTAANS SS-06. HYDRO- SEEDlNC SHALL BE INSTALLED PER CALTRANS STANDARD SS-04 AND AS PRESCRIBED IN NOTES 1-5 BELOW. IF CONFLICTS BETWEEN HYDRO- SEEDING NOTES BELOW AND CALTRANS STANDARD SS -04 ARE DISCOVERED, CONTRACTOR SHALL NOTIFY CITY OF ENCINITAS GRADING INSPECTOR PRIOR TO INSTALLATION. 1. HYDRO -SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6.1 (HORIZONTAL TO VERTICAL OR STEEPER WHEN THEY ARE A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. B. FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF TIE MATERIAL AND APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL BE PROVIDED TO MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH O= THE HYDRO- SEEDED GROWTH. 3. HYDRO - SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING.- A. SEED MIX SHALL CONSIST OF NO LESS THAN 1. 20 LBS PER ACHE OF CUCAMONGA BROKE 2. 4 LBS PER ACRE OF TOMCAT (LOVER 3. 8 LBS PER ACRE OF SMALL FESCUE B. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN U 093ED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTAG-ED TO OR PRINTED ON SAID CONTAINERS. C. NON-PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRO -SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. D. TYPE 1 MKLCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY ARMED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOE BY MECHANICALLY PlYCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO-SEEDING BY: A. ROU4ENIN G THE SURFACE TO BE PLANTED BY ANY OR A CO>BINATION OF.° 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP UISIND ITEM "I" ABOVE. B. CONDITION THE SOIL SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMS BUT NOT SATURATED, SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING, OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 5. HYDRO -SEES AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDRO- SEEDING IS THE PERMANENT LANDSCAPING UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. �PAT of-�� -; AS BUILT JAMES A. LARET R.C.E. NO. 29375 EXP. 03131115 DATE 1. SET POSTS AND EXCAVATE A 4BY4IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC Itly WIRE SILT FENCE DETAIL NOT TO SCALE RUNOFF / \ /// TWO LAYERS OF GRAVEL BAGS e/ WITH ENDS OVERLAPPED GAP BETWEEN BAGS --1 ACTS AS SPILLWAY GRAVEL BAG DETAIL NOT TO SCALE IVEW SHEET No. 29375 Exp. 03/31/15 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE oESrTGL ar DRAWN TGL BY CHECKED BY APPROVALS CITY OF ENCINPTAS ENGINEERING DEPAR'T'MENT DRAV4NG NO. JAL ADDED SHEET 20A _._ 2 j COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAR 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M'HCD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NGVD29 HORIZONAL 1' -40'_ VERTICAL 1 " =4' PLANS PREPARED UNDER THE SUPERVISION OF DATE. _{JhA 3o - R. C. E. ND. 29375 A ES A. LAKE EXP. 03 -31 -15 RECOMMENDED APPROVED BY: BY: ,�j DATE: DATE: J272GT13 EROSION CONTROL PLANS FOR FOR 1 L rA Rj � CH ROAD & D 7�T �rTT� ,( /+ D jam+ RANCHO �.7l AIAH1 DRIVE CITY OFENCINITAS T.M. 89-031 Ln�^ r V ` 2-G _ ISHEET O OF 29 Wed, Oct 16,2013 PLEA 10108CONSTPUCTION 1 GRAPHIC SCALE 1 " =40' 0 40 80 120 JAMES A. LAAET DATE A.C.E. NO. 29375 EXP. 03/31/15 PLAN 1 90 LEGEND Gg4va 8AG o000000 SILT FENCE -- SEE SHEET 23B GRAVEL BAG SILT BARRIER 1 MP On DESIGNED BY DRAWN B Y CHECKED BYREVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE TGL TG L JAL _ APPROVALS C= OF ENCIN n A S ENGINEERING DEP CD1MQNT DRAWING NO. oo ADDED_ SHEET 228 ___ __ COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED /� EROSION CONTROL PLANS FOR. � A �T A CI H S.W. HEDGES NC. 15° NLY OF HORIZONAL 1 °' =40' 1 �.1 -_ �.mj- FOR1 V1�A R"CHROAD & 6242�G C/L HWY. BENEATH CONC. FLUME CENTER, DATE: BY: BY: v HOWL. CONC. CULVERT, STD. TAB M KD [� �� ,( r( Tr _ R. C. E. N0. 29375 RANCHO tJ IJAI NUl' DR1 ♦ L.�' _- - - -- - -- DATE: DATE: 1938 -H28 -148. VERTICAL 1 °' =4' J S A. LARET EXP. 03 -31 -15 MY OFEIVCHv7TAS TM. 59 --031 SHEET 2 OF 29 - _ ELEV.= 148.221, A.M.S.L. NGVD29 - Wed. Oct 16,2013 PLSA 10108CONSTRUCTION 0 APM264-450-0 col r4 26"5D-10 mow- GRAPHTC SCALE 1 4 ]0' 0 40 80 1 s W". "j, W SILT FENCE (TYP) GRAVEL A Y ARV254-450-07 BA GRAVEL BAG VELOCITY ni B RA ;,a DAM- SILT CHECK DA SILT CHECK DAM-AND SILT JAMES A. LARET DATE R.C.E. NO. 29375 EXP. 03131115 REVISIONS APPROVED DATE REFERENCES DATE BENCFD&AJM SCALE ADDED SHEET 24B COUNT -Y BENCH MARK H 0028 1.1 MI. S.W. HODGES DAR 15' NLY OF HOPIZONAL I"=40' CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB MXD 1938-H28-148. VERTICAL 1 " =4' ELEV.=148.221, A.M.S.L. NGVD29 BARRIER (TYPI,,, PLAN 11:40' LEGEND GRAVEL BAG c3c3==c3c3= SILT FENCE TOL TOL JAL PLANS PREPARED UNDER THE SUPERVISION OF I RECOMMENDED DATE. l ."i BY: R. C. E. NO. 29375 4MES A. LAPET DATE EXP. 03-31-15 AW2 W,jW SHFFT " cQ APPROVALS � C= OF ENCRiUAS ENGINEERING DEPARTMENT Appipm1pn I EROSION CONTROL PLANS FOP. BY. ILA - A-i *L- DATE: 12499/ -3 v re- j owl i I i i No. 29375 Exp. 03/31/15 RANCHO S UAD41T DRIVE CITY OF EIVCRVITAS T.M. 89-031 k Wed. Oct 162013 PLEA TEMPORARY SHEET FL SEE SHEET 25B Wed, Oct 16 2013 PLSA 10108CONSTRUCTION Wed Oct 16 2013 PLSA 10108CONSTRUCTION LEGEND GRAVEL B4G c3000=== SBLT FENCE Tue. Nov 262013 PLSA 10108CLWSTRUCT.TON I SEE SHEET 27A Wed, Oct 16,2013 S ,; -� ASC 1 A. LOT L )T10 y \ _ GRAVEL BAG VELOCITY 1 " 1 CHECK DAM AND SILT 644 w ``' ^r BARRIER (TYP) GRAPHIC SCALE 1"=40' 1 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 1 Exp. 03/31/15 65 1 \�; � 0 40 1 SEE SHEET 25B 535 N ®calm Highway Il ®Il, Sae A, Solana leach, CA 92 ®Y5q Ph 858.259.8212 1a 858.259.4812 pisaengineesnng.c ®nt CIVP -P �OF 642 Lii i ... V1' GRAVEL'BAG GRAVEL BAG %." SILT BARRIER 1 SILT BARRIER REVISIONS APPROVED DATE REFERENCES 1 GRAVEL BAG SCALE `1 SILT BARRIER/ N, CITY OF ENCIlVITAS ENGDW -FA NG DEPARTMENT \ DRAWING NO, C ADDED SHEET 29A 2 2G 3 COUNTY BENCH MARK H-0028 V GRAVEL Y Y \ RECOMMENDED APPROVED EROSION CONTROL PLANS FOR CHECK DAM 'AND 5I T \ 1 BARRIER (TYP ) _ 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HORIZONAL 1"=40' -- Wed, Oct 16,2013 S ,; -� ASC 1 A. AS BUII.T PLAN \ 1 " 1 & ASSOCIATES w No. 29375 m GRAPHIC SCALE 1"=40' -� CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING Exp. 03/31/15 \�; JAMES A. LARET DATE R.C.E. NO. 29375 0 40 ' *�/j�'1_ ( \�1 T� /�'1 FT JL SEE SHEET 25B 535 N ®calm Highway Il ®Il, Sae A, Solana leach, CA 92 ®Y5q Ph 858.259.8212 1a 858.259.4812 pisaengineesnng.c ®nt CIVP -P �OF 80 120 CALIF EXP. 03/31/15 'L� 1✓1liJiJ 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE - ogsITGL _er oR TGLev CHECKED ev APPROVALS CITY OF ENCIlVITAS ENGDW -FA NG DEPARTMENT DRAWING NO, ADDED SHEET 29A 2 2G 3 COUNTY BENCH MARK H-0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLANS FOR _ 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HORIZONAL 1"=40' -- DATE: I �•� -1 BY: BY: /� TL WA p 7�� FOR 1 A l�1tf'1�l��(� 6242 G HDWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. VERTICAL 1 " =4' R.C.E. N0. 29375 _ DATE: DATE 1.2 2-`1) 3 � /l.'7ll �(Hr�+RT (� �� LiHO U� I A l 1 LRL r E - - _ ELEV.= 148.221, A.M.S.L. NGVD29 IA ES A. LARET -1 EXP. 03 -31 -15 - _ _ 1J C'I'1'YOFENCEWTAS T.M. 89 -031 1 SHEET 9 OF 29 Wed, Oct 16,2013 OMWD WATER NOTES 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENhAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL D47E ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON 7-E JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. 3. UNLESS OTHERWISE NOTM CMECTIONS TO EXIST INS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTOOWlVS (F EXIST INS SHALL BE SU9.ECT TO APPROVAL BY THE DISTRICT. DISTRICT SMALL BE NO TWO WEEKS MINIMUM IN ADVANCE OF ANY SMJTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS HIGH- LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO ShVTDOWE WILL BE ED ON A MONDAY OR FRIDAY. 5. CONTRACTOR MALL REVIEW ALL PROPOSED TFENCH NOW CAL /OSHA. A OF EXEMPTION LETTER OR TRENCHING PERMIT, IF AEQUIREQ, SHALL BE SUBNITTE D THE DISTRICT PRIOR TO CONSTRUCTION. 6. No WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORVLA" TO HAVE UADERGROLM SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE 800- 227 -2600) B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION. I.E. LINE 09OSSINGS LINE PARALLELING, OR PROPOSED COMECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTa CTITDN BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONLS THE APPROPRIATE BURIED UT LITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDIAG WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -MAY. 10. WHERE ELEVATIONS AND GRADS ARE NOT SHOWN ON THE WATER MAIN PROFILE; TOP O= PIPE PROFILE IS 48- INCHI:S BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXI" DEFLECTIONI PER COUPLING (2'.PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN T HE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CM UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS AS APPROVED BY THE DISTRICTS REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE. A 314 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION MULTIPLE RESIDENTIAL COMPLEXES COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. 16, CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANCES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE (MANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OW STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWO STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CchwCTICNN TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MOST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE OVE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE hHHATSOEVETR TO THE DISTRICT, ORDINARY WEAR AND TEAR UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. L5. ALL 80R(ED NLrTs AND (BOLTS oN ALL FITTINGS AND VALVES SHALL BE "A/,4x TA.P.Le UrAPPED IN ACCORDANCE wiTH ®M wD 5TAAIDA2D SPI:CIFICAT 1DNS. 4' .5• STREET 6„ 1• 1.3' PROPOSED 1.5" WATER SERVICE TYPICAL WATER SERVICE CROSSING ' REVISIONS APPROVED I_DATE ADD O SWET L1 AA .. n 4/2a./ e REFERENCES DATE BENC 1MARK COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM( 15' N LY OF C/L HWY. BENEATH CONC. FLUME CENTER HOWL. CONC. CULVERT, STD. TAB M X0 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. OPEN SPACE OPEN ♦` OPEN SPACE PERMANENT OPEN SPACE FENCING I W Q SCALE a DESIGNED 9V P S PREPARE HORIZONAL N/A VERTICAL N/A JAMES A. LARET / PERMANENT OPEN SPACE FENCING 1 t -- SZ�S A 4i NP. 29375 Exp. 3131/13 OPEN I THE SUPERVISION OF RECOMMENDED DATE: 1 BY: R. C. E. NO. 29375 DATE: EXP. 03 -31 -11 hik�l6kNI� PERMANENT OPEN SPACE FENCING PPP DATE. 412S11 OPEN \\ OpC-/j S PAC C'® n7Sm7- SPACE ►�oc; a.®oc? - 0 7 o a o 25lf GRADING PLAN O. FORMWA R"CH ROAD •' RANCHO S UAIART DRIVE TM 89-031 6242 -G SHEET 1A OF 29 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM STAYER DRAINAGE NOTE STRAW BALES AT (760) 942 -3256 THE DEVELOPER SHALL EXERCISE" SP£LIAL CARE DURING THE C0JV57RUC770V PHASE OF THIS 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PROJECT TO PREVENT ANY BFFSTIF SILTA77OV. THE DEVELOPER SMALL PROVIDE EROSION TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE CONTROL MEASURES AND ShALL COWS7RUCT TEMPORARY DEmTA770V/DE7EN770W BASINS OF REQUIRED WHEN STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID TYPE, SIZE & LOCA770N AS APPROVED BY 7HE ENGINEERING S£RWC£S D/RECTCR. THE BASINS HAY CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. AND EROSJ'OV CONTROL MEASURES SHALL BE SYHONN AND SPEARED ON THE GRADING PLAN *- 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL AND SJYALL BE CGWV37RUCTED 70 7HE SA 77- WAC77OV OF THE EN6YNMWNG SERVICES DIREC70R OF THE ENGINEERING INSPECTOR. PRIOR TO 71.1E START OF ANY OTHER GRADING OIPERA77aV& PRIOR TO THE REWOVAL OF ANY E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL BASINS O4 FAOIL77ES SO COV37RUC7ED THE AREA SERVED S7HALL BE PROTECTED BY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER l4EWOVAL OF ANY BASINS OR FACIL/77ES, SLOPE EROSYON COIV7Ra MEASURES AND 07HER RELEASED. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFT' PRODUCING METHODS REQUIRED OR APPROVED BY THE ENGINEERING SERVICES DIRECTOR THE DEVELOPER RAINFALL SY/ALL MAINTAIN 7HE 7E7MPOMARY BASINS AND EROSION CONTROL MEASURES FOR A PERIOD & THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE OF 77ME SA779rAC70RRY TO THE ENGINMUNG SERVICES DIRECTOR AND SHALL GUARANTEE :, REQUIRED BY THE CITY ENGINEER DUE TO UNCWPLETED GRADING OPERATIONS OR 7NOR MA/N7EIVANCE AND SA77SFAC70RY PERFORMANCE THROUGH CASYH DEP0.97' AND FOR *VRK W/1 COUNTY VRISOIC7701V GRADING UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE BONDING /N AMOUNTS AND TYPES SUITABLE 70 THE ENGINEERING SERVICES DIRECTOR NO SCALE BY �1 Dote 6 g 0 D (SEE SILTATION AND SEDIMENT CONTROL REQUIREMENTS SAIEET /B AND AT R /GNT. ) 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TA ECESSARY PRECAUTIONS TO DATE REFERENCES PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMP D WATERS CREATE A 4' MIN. HAZARDOUS CONDITION. COUNTY APPROVED CHANGES 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ING PLAN SHALL 1 t 1 BE INCORPORATED HEREON. COWC ROILED CURB 4�: B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM ACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. B 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EA _ �O WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY -CURB LINE PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ;�• 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUM AGGREGRATE. < 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE I Ow ' ao O ;x`'� '� OF GRADED SLOPES (9OX COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE 2' 01C STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF C 1 THE EROSION AND SEDIMENT CONTROL. HANDBOOK OF THE DEPARTMENT OF CONSERVATION,-I STATE OF CALIFORNIA. .., TEMPORARY EROSION CONTROL - PLANTING AND IRRIGATION Y2 X 2 LAG-) Ba 7S B ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SMALL BE INSTALLED AND MAINTAINED AS REQUIRED AND AS FOLLOWS: A. HYDROSEEDING SHALL BE APPLIED T0: PLAN VI 1 1 1. ALL SLOPES THAT ARE GRADED 6.1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: NO SCALE a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. „ 30 Z AREAS GRADED FLATTER THAN 6.1 WHEN ANY OF THE FOLLOWING CONDITIONS 6' "x 2' LAG-) ¢" STEEL FONT EXIST: ' BQL 7S C PLATE' o. NOT SCHEDULED FOR IMPROVEW CONSTRUCTION OR GENERAL (' LANDSCAPING) WITHIN 60 DAYS OF OUGH GRADING b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY , k2' 1 VISIBLE TO THE PUBLIC. 4 6' C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING x :c•'t.. :C• CRITERIA: 40 1. ALL SLOPES THAT ARE GRADED 6 :1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND 560 -C -3250 CaVCRETF WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING IOOX COVERAGE. SECTION B -B b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% MODIFIED CURB OUTLET PER D -25 COVERAGE n DETAIL " " - NO SCALE fac 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ' ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A no i PROPOSED SCHEME TO PROVIDE IRRIGA17ON TO THE CITY ENGINEER. THE R/W PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF 60' Q�FSYT£ PR/VAlE ROAD EA T THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. J 6 4 12 t t C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: AlEa I. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: . ! ELEy a. 20 Ibs° PER ACRE OF ROSE (.MOVER . �G� g PLAN b. 20 iba. PER ACRE OF ZORRO FESCUE 2 c. 3 iba• PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 Ibs. PER ACRE OF ACHlLLEA MRLEFOLIA t : •. .L.• •:::: & 3 iba. PER ACRE OF ALYSSUM (CARPET OF SNOW) f° 112 Ib. PER ACRE OF DIMORPHOL.E•CA g. ITEMS c d,@, AND f OF THIS SUBSECTION MAY BE OMITTED ON A.C. IT 6' MIN. BASS LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM -4 4" A. C, DIKE OR PER E7VGR EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES TYPE 'E' PER G -5 *SEE' PA ENT THICKNESS N07F h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN THIS STRET. FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR OFFSITE RA 0 SUMMIT DR. & FORTUNA RANCH RD. t H TRANSP 1. , ALLI L SEEDED CROSS SECTION CONTAINERS WITH ORT DEPAR7MNT10FIF00D RoMPICAL + AND AGRICULTURE CERTIFICATION TAG ATTACHED 70, OR PRINTED ON +00 0 S 31 +� FORT. RANCH RD. -SEE SHTS. 4,5 &6. SAID CONTAINERS & STA.1 +00 TO 23+23.43 RHO. SUMMIT DR. -SEE SHTS. 7,8&9. .� NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED PRIVATE STREET - NO SCALE SLURRY AT THE DISCRETION OF THE CONTRACTOR. PUBLIC RIGHT- OF -WAY 50VIN. 8" MIN. PROFILE EXISTING GROUND PUBLIC RIGHT -OF -WAY 14'M1N. I PLAN I I PROVIDE APPROPRIATE ANSIIION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY STABILIZED CONSTRUCTION ENTRANCE -� A� III FLOW II 4" VERTICAL FAC EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE FLOW - WRE OR NAG _ . OUND BALES �2 RE- BARS,STEEL PICKETS, 2 "X 2° STAKES 1 112' TO 2' IN GROUND ANCHORING DETAIL "DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE 1. SET POSTS AND EXCAVATE A 2, STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BIrC�L A C ACTJi THE WIRE FENCE AND EXTEND IT r Recreation SIFM Trail Easement Only MANH SECTION RECREATIONAL TRAIL NO SCALE R/W REC. GRAVEL FILTER RFLOW RUNOFF '9711 A WATER WITH SEDIMENT SEDIMENT WIRE SCREEN I- FILTERED WATER `6'I `- DROP INLET A WITH GRATE 4 - CONCRETE BLOCK BLOCK- SCREEN - GRAVEL SILT BASIN COMPACTED SOIL STAKED TO PREVENT PIPING STRAW BALE 2X6 STRUT(S) DROP INLET RUNOFF WATER FILTERED JJL WITH GRATE WgTH SEDIMENT WATER �0 STRUT(S) amg�a R/W GRA ONTO FT (0.9 M) MIN, BAGS THREE LAYERS OF GRAVEL BAGS _WAY WITH ENDS OVERLAPPED GRAVEL BAGS ReC. Trolll0cation where trail varies to ovoid sewer manholes �- 6" C7B SLENER ACCESS ROAD LOCA7700V & R£C TRAIL. SENER TIONS THE SAM£ONHERE AND HOR_�E BOTH OCCURIL TOGEMER. REC. TRAIL SURFACE TO BE IVA77VE MATERIAL NH£RE REC. ]RAIL OCCURS ALONE. ROLLED CURB L 4- A.C. PVMT ON 6" MIN. BASE 2., TYPE f MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 Iba PER ACRE. OR PER SOILS E7VGR TYPE 6 MULCH (STRAW) MAY BE SUBSTTU7ED, ALL OR PART, FOR PER G -4 MOD/f1ED ( 1B0' /NLN/S7R /AL HINGES PER DETAIL f 'SEE PAVEMENT IH/LfCNESS NOTE' HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW /S USED IT MUST 1�' SOY/ 20 FRAME WELDED /lV pL,q� ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THA OX OF (OR AS REQU /RED) THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFAIF, 16 0, WITH 4 LNA. fULL 15% SULPHUR APPLIED AT THE RATE OF 500 tbs. PER ACR -_ END AND SIDE STRAW BALES O4ERI AP AT STAKED WITH TWO CORNERS STAKES PER BALE b. HARROWING AREAS 6:1 OR FLATTER 1H ARE SUFFICIENTLY FRIABLE. 2X6 STRUT(S) < : . REQUIRED WHEN f NOTED ON PLANS HAY BALE 9 R/W GRA ONTO FT (0.9 M) MIN, BAGS THREE LAYERS OF GRAVEL BAGS _WAY WITH ENDS OVERLAPPED GRAVEL BAGS ReC. Trolll0cation where trail varies to ovoid sewer manholes �- 6" C7B SLENER ACCESS ROAD LOCA7700V & R£C TRAIL. SENER TIONS THE SAM£ONHERE AND HOR_�E BOTH OCCURIL TOGEMER. REC. TRAIL SURFACE TO BE IVA77VE MATERIAL NH£RE REC. ]RAIL OCCURS ALONE. ROLLED CURB L 4- A.C. PVMT ON 6" MIN. BASE 2., TYPE f MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 Iba PER ACRE. OR PER SOILS E7VGR TYPE 6 MULCH (STRAW) MAY BE SUBSTTU7ED, ALL OR PART, FOR PER G -4 MOD/f1ED ( 1B0' /NLN/S7R /AL HINGES PER DETAIL f 'SEE PAVEMENT IH/LfCNESS NOTE' HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW /S USED IT MUST 1�' SOY/ 20 FRAME WELDED /lV pL,q� ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THA OX OF (OR AS REQU /RED) THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFAIF, 16 0, WITH 4 LNA. fULL 15% SULPHUR APPLIED AT THE RATE OF 500 tbs. PER ACR N£/GYHT POST D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO OSEEDING BY COUNTY SENCIH MARK H -A02B 1.1 MI. S.W. HODGES DAM, 15' NZY OF C/L HWY. BENEA7H COVC FLUME CDWER, HOWL C10NC CULVERT, SID TAB Mk 19.38-H28- -146. REV-14B221, A°M&L• 1. ROUGHENING 11 {E SURFACE TO BE PLANTED BY ANY A COMBINATION OF. NO. o. TRACK WALKING SLOPES STEEPER THAN 6: PPItOVEO 0Y b. HARROWING AREAS 6:1 OR FLATTER 1H ARE SUFFICIENTLY FRIABLE. C. RIPPING AREAS THAT WILL NOT BRE P USING ITEMS a OR b ABOVE : . 0 f 2 CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY 21l?r�el a ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT 3' DEEP CONAREIE -�'I •'. SATURATED SEED BED. SET L b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS �'• a f' '•I I APPROVED.• DOUGLAS M. ISIRELL :, COUNTY ENGINEER L J S.D.G.00 E. I� J pp FOR *VRK W/1 COUNTY VRISOIC7701V GRADING DETAIL DOUBLE / SINGLE GATE DD PERMIT NO. L -13350 V NO SCALE BY �1 Dote 6 g 0 D REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COUNTY APPROVED CHANGES 14107- COUNTY SENCIH MARK H -A02B 1.1 MI. S.W. HODGES DAM, 15' NZY OF C/L HWY. BENEA7H COVC FLUME CDWER, HOWL C10NC CULVERT, SID TAB Mk 19.38-H28- -146. REV-14B221, A°M&L• HORIZONTAL VERTICAL NO. IDE5CIZIPTION PPItOVEO 0Y DATE 0 REV /SE SNE'ET N0S VOID TWS I R T . R•LC" �' 21l?r�el IH /S SY,IEFT° RANCHO SUMMIT DRIVE TYPICAL CROSS SECTION FROM STATION 23 +23.43 TO STA. 25+25.79 Lu PRIVATE ROAD - NO SCALE `r SEE SHEET 9 R/W R/W POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 6 IN (15 CM) CM) COARSE AGGREGRATE " FLOW 24 IN (61 CM) TANCE SUCH THAT POINTS AND B ARE OF EQUAL ELEVATION GRAVEL CHECK DAM LOG CHECK DAM 9 + IN. EARMEN RIDGE FILL SLOPE MIN. 2 FT UNLINED SWALE & BERM R/W J ROLM CURB -� L 4 PVMT QV 6' MIN. BASE PER 'G -4' MODIFIED P LS EN6R, DETAIL f "SEE PA T THICKNESS NOTE THIS SY/EET. sI° RANCHO SUMMIT DRIVE TYPICAL CROSS SECTIO No. 29375 Exp. 3 -31 -11 CIVIL rFOF CA4lE��4 ?� r, r v GYV 1.5 Gt)1 No. 29375 P�t 2x 21 * Exp.3 -31 -09 RL1LL£D CURB 4' A.C. PVMT ON 6' MIN. BASE' PER 'G-4' MODIFIED OR PER S1;YLS ET/Q? 5, PER DETAIL 1, SY 7. 2 "SEE PAVEMENT THICKNESS N07E A. THIS SHEET JAMES COURT 4a.29375 TYPICAL CROSS SECTION EXP. 3 -31 PRIVATE ROAD NO SCALE FROM STATION 25+25.79 TO CUL -DE -SAC PRIVATE ROAD - NO SCALE SEE SHEET 9,10&11 DESCRIPTION M1. LEGEND QUANTITY STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLINED &BERM D -7 ED SCALE BLOCK- SCREEN - GRAVEL SILT BASIN HAY BALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM I�i3:7.T'r * PAVEMENT THICKNESS NOTE. FOR ROADWAY GRADES EXCEEDING 107 THE AC PAVEMENT SECTION SHALL BE AS FOLLOWS- I0%129 4.5 AC. MIN /MUM >123 -14X 5" AC. >14.1;- -169 5.5"A C. .. >169-189 6" AC. R/W r t' R/W RGYLED CURB y,. L- 4' A C PVMT OV 6' MIN. BASE PER 'G -4' MODIFIED OR PER SOILS EN6R PER DETAIL 1 SYHT• 2 *SE PAVENEIVT THICKNESS NOTE THIS SHEET ' YAWAMS TERRACE TYPICAL ECTION PRIVA Z SEES tf �9 L" �� m , Of rn No. 29375 X A ❑ Exp. 3 -31 -11 IAN Pr_ 12' � sTgTF CIVILq 0 293T5 Z >r`7LE 2 -s i 1 REPARE All , 3-31 � f 2' R 358. P./. %� �tfl\m W 2' 6' R W :.nc.. 2 1/2' R Z J PLANE- = ►:. '" •.. V v 2' -6' R JAMES A. LARET R.C.E. ❑ It �:. ° Z N w M1, • e / ��pp w �p 6 W d (7 0 T J nlrl. : •.:` •, P.I. ::i.•':. •.yY,.• � a CIVIL ENGINEERING *LAND PLANNING *SURVEYING • G.P.S. SURVEYING 5708 Calzada Del Basque M P.O. Box 9661 A ODIFIED Q r Rancho Santa Fe, CA 92067 _ CONCRETE ROLLED CURB DETAIL 1 Ph: (858) 756 -9374 FAX: (858) 756 -4231 J SEE SHEET 12 NO SCALE LD � DESIGNED BY I DRAW CHECKED Y Z m LAREr P APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑, PREP RED ER ERVISION I 0�0 RECOMMENDED APPROVED GRADING AND PRIVATE STREET IMPROVEMENT PLANS FORT 0 0 DATEI Z / FORTUNA RANCH ROAD & 6242 -G w z Ld ENGI R.C.E. NO.I 29375 BYI /� �u^� BYE RANCHO SUMMIT D z NE R JAMES A• LARET I I1r I�� CITY OF El`dCII�TITAS T.M. 89 -031 � SHEET 2 ❑ ✓ 2� z EROSIONCONTROL NOTES DRAIN THE SIVNOTE ALL EXERCISE SPECIAL CARE DURING THE CaVS7RUC770N PHASE cF 1H /S PROECT TO PREVENT ANY OFFS17E SILTAAON. 7HE DEVELOPER SHALL PRONDE EROSION CONTROL MEASURES AND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM STAVER AT (760) 942 -3256 SHALL CON57RUCT 7EMPORARYDES/LTA77aVIVETEN770V BASINS OF TYPE; SIZE & LOCA770N AS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL APPROVED BY 7HE ENGINEERING SERVICES DIRECTOR. 7H£ BASINS AND EROSION CaV7ROL MEASURES TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE SHALL BE SHOWN AND SPECIFIED aV THE GRADING PLAN AND SHALL BE CONSTRUCTED TO 7HE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID SAT/SFAC770V OF THE ENGINEERING SERVICES DIRECTOR PRIOR 70 THE START OF ANY OTHER GRADING CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. OPERA TONS PRIM' TO THE REMOVAL OF ANY BAS /NS OR FAC /U77ES SO CONSTRUCTED THE AREA SERVED SHALL BE PROTECTED BY REMOVAL OF ANY BASINS OR FACL177E-S SLOPE EROSION CC N7ROL J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL MEASURES AND OTHER METHODS REQUIRED OR APPROVED BY 7HE ENGINEERING SERVICES DIRECTOR. 7H£ OF THE ENGINEERING INSPECTOR. DEVELOPER SHALL MAINTAIN 7HE 7£MPOTARY BASINS AND EROSION CONTROL MEASURES FOR A PERIOD 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER OF 77ME SA77SFACTORY TO 7HE ENGINEERING SERVICES DIREC707 AND SHALL GUARANI££ 1HE /R TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL MA INTENANCE AND SA77SFAC70RY PERFORMANCE TIHROUGH CASH DEPOSIT AND BONDING IN AMOUNTS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE AND TYPES SU ITABLE TO THE ENGINEERING S£RWCES DIRECTOR. 1 t 1 REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4' M /N. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO $ PREVENT PUBLIC TRESPASS ONTO AREAS *HER IMPOUNDED WATERS CREATE A �� HAZARDOUS CONDITION. -CURB LINE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE AP D GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWA OM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. DITCH 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE F EACH FLOW 2' O C FLOW 12' TO ¢ WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEED RTY 1 PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFA 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE " " STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE x 2 LAG PLAN VIEW $ EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, 7S (T)P) 1 1 1 STATE OF CALIFORNIA. NO SCALE TEMPORARY EROSION CONTROL " 30" PLANTING AND IRRIGATION 6 3" /2'X 2" LAG 1/4 " STEEL FOOT ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE " y BOLTS 7RAFF7C PLAIF INSTALLED AND MAINTAINED AS REQUIRED AND AS FOLLOWS: + j A. HYDROSEEDING SHALL BE APPLIED T0: 1 " 1. ALL SLOPES THAT ARE GRADED 6 :1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: N 6 � � . tai ,. la[: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. i ` • _ �• •.: `: 560-C -3250 CONCRETE 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: SECTION -B a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. MODIFIED CURB OUTLET P D -25 b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY DETAIL " - NO SCALE VISIBLE TO THE PUBLIC. ` C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER , ti THAT WARRANTS IMMEDIATE TREATMENT. 60' OFFS 17F PR /VA IF ROAD EASEMENT �\ B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 30' 30' 1. ALL SLOPES THAT ARE GRADED 6 :1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND 6' 'ice 14 ' 1 12' 12' 4 4' WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE / p.. 4 TRAIL 4 35' .5' b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- ?� ` AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. co` 5'� Yr Z AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. 774E PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF GRASS LINED GRASS LINED CHANNEL TIP£ ' ANNEL TYPE B" Ridin THE ELEMENTS OF THE PROPOSED SYSTEM. 9 Trail " 4" A.C. PVMT ° M /N. BASE 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE C !ff surface to be TiPE * " " SEE PAVEMENT 7N/CK 7407E THIS SHT. native OPTIMUM LEVEL FOR 174E GROWTH OF THE HYDROSEEDED GROWTH. OFFSITE FORTUNA RANCH RD. material C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: TYPICAL CROSS SECTION ' V� a. 20 tbs. PER ACRE OF ROSE CLOVER FROM STA.'S 2 TO PRIVATE STREET - NO SCALE b. 20 lbs. PER ACRE OF ZORRO FESCUE 17 +00 173.53 v C. 3 Ibs. PER ACRE OF E SCHOOL CIA CALIFORNICA PUBLIC RIGHT - OF -WAY 50'MIN. 5- MIN. PROFILE OVERFLOW GRAVEL FILTER\ EXISTING GROUND PUBLIC RIGHT -OF -WAY` - 50'MIN. "T' _ 14'MIN. RUNOFF WATER W1TH 7- PLAN SEDIMENT PROVIDE APPROPRIATE TRANSITION SEDIMENT BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY STABILIZED CONSTRUCTION FLOW ,,11 4" VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE 4 an FLOW { s q} WIRE OR NYLON OUND BALES PLACED ON THE 4s CONTOUR 2 RE- BARS,STEEL PICKETS, OR 2 "X 2" STAKES 1 1/2' TO 2' IN GROUND ANCHORING DETAIL 'DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE 1. SET POSTS AND EXCAVATE A y, STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. OR WIRE SCREEN r FILTERED WATER DROP INLET p WITH GRATE a CONCRETE BLOCK BLOCK- SCREEN- GRAVEL SILT BASIN COMPACTED SOIL STAKED TO PREVENT PIPING STRAW BALE 2X6 STRUT(S) DROP INLET RUNOFF WATER FILTERED WITH GRATE WITH SEDIMENT WATER ?Y6 STRU T(S) 1•� / eOV AND SIDE STRAW BALES /%" OVERLAP Ai STAKED WITH TWO CORNERS STAKES PER BALE • 2x6 STRUT(s) 60 REQUIRED WHEN N07ED ON PLANS ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF FROM STA.29 +73.53 TO 31 +00 THE STRAW INTO THE SOIL. PRIVATE STREET - NO SCALE J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE /Q PROPOSED 40 PRIVATE RD. ESMT. PER " Q D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY P E, 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA71ON OF: B' 24' if a. TRACK WALKING SLOPES STEEPER THAN 6 :1 b. HARROWING AREAS 6 :1 OR FLATTER THAT ARE SUFFICIENTLY F LE 12 ct 12 C C. RIPPING AREAS THAT WILL NOT BREAK UP USING 17EMS a ABOVE 1,5 ELEV ON y 0 2 CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLA G BY 1.5' N a. ADJUSTING THE SURFACE SOIL MOISTURE TO PRO A DAMP BUT NOT ?' N SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH A TMENT, LEACHING OR - COVERING SALINE SOILS TO PROVIDED LE CONDITIONS FOR GROWTH. m CURB 1' 11 1 IW d. 4 tbs. PER ACRE OF ACHILLEA MILLEFOLIA 3 Ibs. PER ACRE OF ALYSSUM ((CARPET OF SNOW) BROADCASTING BEFORE HYDROSEEDING. • Trail Easement Only MANHOLE 60 OTMW7E PRI 7E ROAD EA.�£MENT e. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSIIE IN � �/` � fIJ' . .•• •:.•:• � �• � • SECTION A -A .. f. 112 Ib. PER ACRE OF DIMORPHOLECA UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD I I , 2` < �, . 3 g. 17EMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON G GRASS LINED G 12' Zs' 12' 4' RECREATIONAL TRAIL LOI SAID CONTAINERS. C CHANNEL TYPE B W LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM S } NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED K K R 13 EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. ;, 5' ' E 2 T MULCH APPLIED AT NO SCALE ICAL C h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED 1417H A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR SECTIO ? 5 ? TYPE 6 M ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF FROM STA.29 +73.53 TO 31 +00 THE STRAW INTO THE SOIL. PRIVATE STREET - NO SCALE J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE /Q PROPOSED 40 PRIVATE RD. ESMT. PER " Q D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY P E, 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA71ON OF: B' 24' if a. TRACK WALKING SLOPES STEEPER THAN 6 :1 b. HARROWING AREAS 6 :1 OR FLATTER THAT ARE SUFFICIENTLY F LE 12 ct 12 C C. RIPPING AREAS THAT WILL NOT BREAK UP USING 17EMS a ABOVE 1,5 ELEV ON y 0 2 CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLA G BY 1.5' N a. ADJUSTING THE SURFACE SOIL MOISTURE TO PRO A DAMP BUT NOT ?' N SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH A TMENT, LEACHING OR - COVERING SALINE SOILS TO PROVIDED LE CONDITIONS FOR GROWTH. m CURB 1' 11 1 IW il� I /(IIJW qll Iti11, i, BROADCASTING BEFORE HYDROSEEDING. • i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSIIE IN � �/` � fIJ' . .•• •:.•:• � �• � • lol '�j' .. UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD I I , 2` < �, . 3 AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON G GRASS LINED G GRASS LINED SAID CONTAINERS. C CHANNEL TYPE B W WT ON 6 ( BASE CHANNEL TYPE B" } NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED K K R PAVEMENT 7H /CKNESS THIS SHT. SLURRY AT THE DISCRETION OF THE CONTRACTOR. O OR N NA RANCH D. ' ' 2 T MULCH APPLIED AT ICAL C CROSS S SECTIO ? ? TYPE 6 M HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE CURB 1' 11 1 IW il� I /(IIJW qll Iti11, i, �• 1��1ri lol '�j' 1 111„11 HAY BALE SILT BARRIER PV�fT ON 6" MIN. BASE Wf00/F/ED S LINED OR PE S £NGR. 1 ANNEL TYPE A *SEE PAVE THICKNESS NOTE OR B SEE PLANS. THIS SHEET. RANCHO SUMMIT DRIVE SAN CROSS SECTION 1 +OO FROM ��1 29+25 PRIVATE ROAD - NO SCALE SEE SHEET 9 EFT 1 6" 6' .5' 4' 1 2' 1 Ml 3 E. HYDROSEEDED AREAS SHALL BE MAINTAINED T OVIDE A VIGOROUS GROWTH UNTIL GRASS LINED GRASS LINED /�� a THE PROJECT IS PERMANENTLY LANDSCAPED CHANNEL TYPE A" L., FOR AREAS WHERE HYDROSEEDING IS CHANNEL TYPE " a 774E PERMANENT LANDSCAPING, UN77L THE OJECT IS COMPLETED AND ALL BONDS 4" A. C. PVMT ON 6" BASE £ RELEASED. OR PER SOILS 6" CONC. CURB E FA THIS SCHEME /TYPICAL CROSS (0" HT.x 15" DEEP) l 180' /NDUS7R /AL HINGES I N 1 %8" SOH. 20 FRAME WELDED /N PLACE (OR AS REQUIRED) 7 7 PRIVATE ROAD - NO SCALE SEE SHEET 12 INSTALL 'GRASSPAVE2 " FORD AGE PERMIT G No. L -13350 COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS APPROVED: MONAMAD K. FA1C!/9R 1D0 1NE COUNTY ENGINEER FOR WORK W// COUNTY ✓UR /SD /C170N BY Dote 1310 REIVISIONS APPROVED DATE ADDED SHEET 2A s REWSE STA770N. AAW REVISE CROSS SEC770N. ADDED GRASS LINED CHANNEL REV /SE SHEET NO. Lm 12 VISE ACCESS W. SEC. bCLLTC SKG =LrT 4" D /A. FUI WEIGHT PO: 3' DEEP CONCRETE SET L -1 S.D.G. & E. DETAIL L 'T :I L J NO SCALE REFERENCES DATE BENCH MARK SCALE COUNTY BENCH MARK H -0028 1.1 M/. S. W. HODGES DAM, 15' N'LY OF HORIZONTAL - C/L HWY. BENEATH CONC. FLUME CENTER, HDWK. COIVCC, CULVERT, SID. TAB M%D 1938 -H28 -148. VERTICAL ELEV= 148.221, A. M. S. L. L J 0 UNT1/ PcPj' Aoui StmT LININGS MANUFACTURED BY INWS /B STRUCTURES, INC. FOLLOW MANUFAC S 6" MIN. SANDY -GRA SPECIFICA 77ONS FOR INSTALLA A OR BASE PER MANUFAC EQUI14LENT AS APPROVED B C Y OF SPECIFICA77ONS ENCINITAS) GRAS ED CHANTIZItSk, �g DETATL - TYPE A NO SCALE A YM SUGGES LANT PALETTE FOR SEEDED BIO FILTERS F CA RUBRA "MOLATE" 25 LBS /AC e STUCA OCCIDENTALIS 10 LBS /AC ` AGROSTIS OALLENS 6 LBS /AC FT (0.9 M) MIN. ETWEEN BAGS THREE LAYERS OF GRAVEL BAGS AS SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAGS where l 6' CLASS // CT8 SEWER ACCES< �- ROAD LOCA7701V &• REC TRAIL. SEWER ACCESS ROAD AND ONS BOTH TRAIL TNE SAME RECRE TRAIL SURFACE TO BE NA77V£ MATERIAL *HERE REC. TRAIL OCCURS ALONE. INSTALL WATER VULPIA MICROSTACHYS 8 LBS /AC- �a�,. 2�s37;'s nJ.�"G IJLJIIPNLM BT UKAWN JJT LHLL:KLI7 13T ll..11 �� ,,``fir J. LARET P PHAM -S. -FILER "0" 17AJV LPNS PR AR N ER SUPERVISION OFI_ (LU,• If�a� i DATE, - R.C.E. NO.I 29375 BY, ENGINE£ t y 11 Zbl JAMES A. LARET EXP. 3- 31 -96O'r DATEi POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM I A AND B ARFJMi AL ELEVATION GRAVEL CHECK DAM LOG CHECK DAM UNLINED SWALE & BERM I>r1.7a R86 D CURB LGR LINED L ON 6" MIN. BASE PER oFr��T rglL ANNEL TYPE A *SEE PA N ' CKNESS NOTE No 9 75 Exp.'-',l Cf V FoF �F A. I II OR B SEE PLANS. lS ET. RANCHO SUMMIT DRIVE TYPICAL CROSS SECTI 29 +25 FROM STATION TO CUL -DE -SAC PRIVATE ROAD - NO SCALE SEE SHEET 9,10 &11 STREET 6" 3.5' 1" ?ONA CURB HT.x 15" DEEP) 1 LL "GRASSPA LIE 2 " FOR 3S MANUFACTURED BY I, :TURFS, /NC. FOLLOW M, LEGEND DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLINED SCALE & BERM - -i ® D -75 GRASS LINED SCALE D -75 CONCRETE LINED SCALE BLOCK- SCREEN - GRAM SILT BASIN A HAY��ALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM *FA V7=MENT THICKNESS NOTE. FOR ROADWAY GRADES EXCEEDING 101% THE AC PA VEMENT SECTION SHALL BE AS FOLLOWS.- 10 %12.`; 4.5 "AC. >12.`; 14% 5" AC. >14 %16.i; 5.5"A C. >16 %18% 6" AC. AoN PT. 35/8" 1/2" R 2-6- =6" 2' -6" R 91 WFJaNTED P EJ MODIFIED C CRETE ROLLED CURB DET NO SCALE GRASS LINED`�Ox` DRAINAGE TYPE B CURB PER Rail 0t 2'x 12 REDWOOD HEADER 6" MIN. SANDY -GRA VEL , 40' (LOT 0" A. VMT ON 6" M /N. A lA R PER SOILS ENGR. C PAVEMENT THICKNESS Typ OTE THIS SHEET. WILLIAMS TERRACE CAL CROSS SEC' UVA.IE -F - NO SCALE � HEET 13 1/2" R N ' k Exp. 31 -11 No.29375 A .3-31-09 1 AI i sT Cf SPA m �� s A s /Qy 9TFOFCA� -1F� PREPA No. 29375 Exp. 3/31/13 H d U IZ-I CA 170NS FOR INSTALL BASE PER MANUFACTOR S I n ,� H E [ LENT AS APPROVED F SPECIFICA77ONS � �' x�� 1 "4� CIVIL �� 0 t gEl TA S) ,DAMES A. LARET C.E. 29A� ®� QAUPt1� GRASWILINED CHA EL D AIL - TYPE B NO SCAL PLAN SYMBOL = W 0 SUGGES PLANT PALETTE FOR SEEDED BIO FILTERS CIVIL ENGINEERING LAND PLANNING SURVEYING G.P.S. - SURVEYING � If) TUCA RUBRA "MOLATE" 25 LBS /AC 16091 San Dieguito Road Suite C -5 Q r ESTUCA OCCIDENTALIS 10 LBS /AC P.O. Box 9661 -I AGROSTIS OALLENS 6 LBS /AC n VULPIA MICROSTACHYS 8 LBS /AC Rancho Santa Fe, CA 92067 OD Ph: (858) 756 -9374 FAX: (858) 756 -4231 APPROVALS � V✓ SFi�rs.T CITY ❑F ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑, z APPROVED GRADING AND PRIVATE STREET IMPROVEMENT PLANS FORT 0 O FORTUNA RANCH ROAD & 6242 -G W z BYI RANCHO SUMMIT DRIVE x z DATEI 0 4'!j�� CITY OF ENCINITAS T.M. 89 -031 SHE£ 2A ❑F 20 w m WORK- PROJECT NO. 108. 9 L J NO SCALE REFERENCES DATE BENCH MARK SCALE COUNTY BENCH MARK H -0028 1.1 M/. S. W. HODGES DAM, 15' N'LY OF HORIZONTAL - C/L HWY. BENEATH CONC. FLUME CENTER, HDWK. COIVCC, CULVERT, SID. TAB M%D 1938 -H28 -148. VERTICAL ELEV= 148.221, A. M. S. L. L J 0 UNT1/ PcPj' Aoui StmT LININGS MANUFACTURED BY INWS /B STRUCTURES, INC. FOLLOW MANUFAC S 6" MIN. SANDY -GRA SPECIFICA 77ONS FOR INSTALLA A OR BASE PER MANUFAC EQUI14LENT AS APPROVED B C Y OF SPECIFICA77ONS ENCINITAS) GRAS ED CHANTIZItSk, �g DETATL - TYPE A NO SCALE A YM SUGGES LANT PALETTE FOR SEEDED BIO FILTERS F CA RUBRA "MOLATE" 25 LBS /AC e STUCA OCCIDENTALIS 10 LBS /AC ` AGROSTIS OALLENS 6 LBS /AC FT (0.9 M) MIN. ETWEEN BAGS THREE LAYERS OF GRAVEL BAGS AS SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAGS where l 6' CLASS // CT8 SEWER ACCES< �- ROAD LOCA7701V &• REC TRAIL. SEWER ACCESS ROAD AND ONS BOTH TRAIL TNE SAME RECRE TRAIL SURFACE TO BE NA77V£ MATERIAL *HERE REC. TRAIL OCCURS ALONE. INSTALL WATER VULPIA MICROSTACHYS 8 LBS /AC- �a�,. 2�s37;'s nJ.�"G IJLJIIPNLM BT UKAWN JJT LHLL:KLI7 13T ll..11 �� ,,``fir J. LARET P PHAM -S. -FILER "0" 17AJV LPNS PR AR N ER SUPERVISION OFI_ (LU,• If�a� i DATE, - R.C.E. NO.I 29375 BY, ENGINE£ t y 11 Zbl JAMES A. LARET EXP. 3- 31 -96O'r DATEi POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM I A AND B ARFJMi AL ELEVATION GRAVEL CHECK DAM LOG CHECK DAM UNLINED SWALE & BERM I>r1.7a R86 D CURB LGR LINED L ON 6" MIN. BASE PER oFr��T rglL ANNEL TYPE A *SEE PA N ' CKNESS NOTE No 9 75 Exp.'-',l Cf V FoF �F A. I II OR B SEE PLANS. lS ET. RANCHO SUMMIT DRIVE TYPICAL CROSS SECTI 29 +25 FROM STATION TO CUL -DE -SAC PRIVATE ROAD - NO SCALE SEE SHEET 9,10 &11 STREET 6" 3.5' 1" ?ONA CURB HT.x 15" DEEP) 1 LL "GRASSPA LIE 2 " FOR 3S MANUFACTURED BY I, :TURFS, /NC. FOLLOW M, LEGEND DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLINED SCALE & BERM - -i ® D -75 GRASS LINED SCALE D -75 CONCRETE LINED SCALE BLOCK- SCREEN - GRAM SILT BASIN A HAY��ALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM *FA V7=MENT THICKNESS NOTE. FOR ROADWAY GRADES EXCEEDING 101% THE AC PA VEMENT SECTION SHALL BE AS FOLLOWS.- 10 %12.`; 4.5 "AC. >12.`; 14% 5" AC. >14 %16.i; 5.5"A C. >16 %18% 6" AC. AoN PT. 35/8" 1/2" R 2-6- =6" 2' -6" R 91 WFJaNTED P EJ MODIFIED C CRETE ROLLED CURB DET NO SCALE GRASS LINED`�Ox` DRAINAGE TYPE B CURB PER Rail 0t 2'x 12 REDWOOD HEADER 6" MIN. SANDY -GRA VEL , 40' (LOT 0" A. VMT ON 6" M /N. A lA R PER SOILS ENGR. C PAVEMENT THICKNESS Typ OTE THIS SHEET. WILLIAMS TERRACE CAL CROSS SEC' UVA.IE -F - NO SCALE � HEET 13 1/2" R N ' k Exp. 31 -11 No.29375 A .3-31-09 1 AI i sT Cf SPA m �� s A s /Qy 9TFOFCA� -1F� PREPA No. 29375 Exp. 3/31/13 H d U IZ-I CA 170NS FOR INSTALL BASE PER MANUFACTOR S I n ,� H E [ LENT AS APPROVED F SPECIFICA77ONS � �' x�� 1 "4� CIVIL �� 0 t gEl TA S) ,DAMES A. LARET C.E. 29A� ®� QAUPt1� GRASWILINED CHA EL D AIL - TYPE B NO SCAL PLAN SYMBOL = W 0 SUGGES PLANT PALETTE FOR SEEDED BIO FILTERS CIVIL ENGINEERING LAND PLANNING SURVEYING G.P.S. - SURVEYING � If) TUCA RUBRA "MOLATE" 25 LBS /AC 16091 San Dieguito Road Suite C -5 Q r ESTUCA OCCIDENTALIS 10 LBS /AC P.O. Box 9661 -I AGROSTIS OALLENS 6 LBS /AC n VULPIA MICROSTACHYS 8 LBS /AC Rancho Santa Fe, CA 92067 OD Ph: (858) 756 -9374 FAX: (858) 756 -4231 APPROVALS � V✓ SFi�rs.T CITY ❑F ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑, z APPROVED GRADING AND PRIVATE STREET IMPROVEMENT PLANS FORT 0 O FORTUNA RANCH ROAD & 6242 -G W z BYI RANCHO SUMMIT DRIVE x z DATEI 0 4'!j�� CITY OF ENCINITAS T.M. 89 -031 SHE£ 2A ❑F 20 w m WORK- PROJECT NO. 108. 9 AoN PT. 35/8" 1/2" R 2-6- =6" 2' -6" R 91 WFJaNTED P EJ MODIFIED C CRETE ROLLED CURB DET NO SCALE GRASS LINED`�Ox` DRAINAGE TYPE B CURB PER Rail 0t 2'x 12 REDWOOD HEADER 6" MIN. SANDY -GRA VEL , 40' (LOT 0" A. VMT ON 6" M /N. A lA R PER SOILS ENGR. C PAVEMENT THICKNESS Typ OTE THIS SHEET. WILLIAMS TERRACE CAL CROSS SEC' UVA.IE -F - NO SCALE � HEET 13 1/2" R N ' k Exp. 31 -11 No.29375 A .3-31-09 1 AI i sT Cf SPA m �� s A s /Qy 9TFOFCA� -1F� PREPA No. 29375 Exp. 3/31/13 H d U IZ-I CA 170NS FOR INSTALL BASE PER MANUFACTOR S I n ,� H E [ LENT AS APPROVED F SPECIFICA77ONS � �' x�� 1 "4� CIVIL �� 0 t gEl TA S) ,DAMES A. LARET C.E. 29A� ®� QAUPt1� GRASWILINED CHA EL D AIL - TYPE B NO SCAL PLAN SYMBOL = W 0 SUGGES PLANT PALETTE FOR SEEDED BIO FILTERS CIVIL ENGINEERING LAND PLANNING SURVEYING G.P.S. - SURVEYING � If) TUCA RUBRA "MOLATE" 25 LBS /AC 16091 San Dieguito Road Suite C -5 Q r ESTUCA OCCIDENTALIS 10 LBS /AC P.O. Box 9661 -I AGROSTIS OALLENS 6 LBS /AC n VULPIA MICROSTACHYS 8 LBS /AC Rancho Santa Fe, CA 92067 OD Ph: (858) 756 -9374 FAX: (858) 756 -4231 APPROVALS � V✓ SFi�rs.T CITY ❑F ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑, z APPROVED GRADING AND PRIVATE STREET IMPROVEMENT PLANS FORT 0 O FORTUNA RANCH ROAD & 6242 -G W z BYI RANCHO SUMMIT DRIVE x z DATEI 0 4'!j�� CITY OF ENCINITAS T.M. 89 -031 SHE£ 2A ❑F 20 w m WORK- PROJECT NO. 108. 9 60' OFFSITE PRIVATE ROAD EASEMENT 30' v 30' 8' REC. 4' 12' 12' 4' 13' TRAIL 5' ELEV. SHOWN qX �v a ON PLANS 5 IN�MP�' 4" A.C. PVMT ON 6" MIN. BASE OR PER SOILS ENGR. VEGETATED SWALE WITH *SEE PVMT THICKNESS VEGETATED SWALE WITH UNDERDRAIN PER SWALE NOTE SHEET 2A UNDERDRAIN PER SWALE DETAIL B THIS SHEET 6'x15" PCC FLUSH CURB DETAIL B THIS SHEET (TYR.) O SA FORTUNA RANCH ROAQXCANYONDE ORO STA. 17+00 TO STA. PRIVATE STREET 60' OFFSITE PRIVATE ROAD EASEMENT v 30' 12' AL 12' 4' •Jr. ELEV. SHOWN Jr- Z ON PLANS UNDERDRAIN PER SWALE 4" A.C. PVMT ON 6" MIN. DETAIL D THIS SHEET BASE OR PER SOILS ENGR. NOTE ALL 6" CONC CURB INSTALLATIONS *SEE PVMT THICKNESS SHALL HAVE 2' OPENINGS EVERY 25' TO NOTE SHEET 2A ALLOW FOR STREET FLOWS TO DISCHARGE 6" TYPE G -2 INTO ROCK SWALE PER DETAIL E BELOW CURB & GTR Sl=" OFFS= CANYON DE ORO TYPICAL CROSS SECTION N.T.S. STA. 24 +00 TO STA. 28 +00 PRIVATE STREET -ROCK SWALE WITH UNDERDRAIN PER SWALE DETAIL D THIS SHEET 6" TYPE G -2 CURB & GTR 60' OFFSITE PRIVATE ROAD EASEMENT 30' v 30' 5.5' 8' REC. q' 12' 12' 4' 13' TRAIL 5' y ELEV. SHOWN 5' 4 5' X• I M Z r DN PLANS TNP " "'� - X11 `4" A.C. PVMT ON 6" MIN. NO TRAIL FROM BASE OR PER SOILS ENGR. STA 28 +31 TO 31 +00 *SEE PVMT THICKNESS �- NOTE SHEET 2A VEGETATED SWALE WITH .- UNDERDRAIN PER SWALE 6'x15" PCC FLUSH CURB DETAIL B THIS SHEET (TYP.) 12' SHEET 6A MAT PER NORTH AMERICAN GREEN�III OFFS= DIRECT CANYON DE ORO TYPICAL CROSS SECTION N.T.S. GI�hSS LIN�D SW/1L�5 NOD STA. 28+00 TO STA. DEAD END STA. 31 +00 FLOW INTO PRIVATE STREET 60' PRIVATE ROAD EASEMENT 30' v 30' 8' REC. 4' 12' 4' TRAIL 5' �- ELEV. SHOWN I I.Q.5 • _ ON PLANS ..�r.ruu� q" A.C. PVMT ON 6" MIN. UNDERDRAIN PER SWALE BASE OR PER SOILS ENGR. DETAIL D THIS SHEET *SEE PVMT THICKNESS NOTE ALL 6" CONC CURB INSTALLATIONS NOTE SHEET 2A SHALL HAVE 2' OPENINGS EVERY 25' TO ALLOW FOR STREET FLOWS TO DISCHARGE 6" TYPE G- INTO ROCK SWALE PER DETAIL E BELOW CURB & SHEET A, 8A & 9A O ITE RANCHO SUIVIMff DR TYPICAL CROSS SECTION N.T.S. STA. 1+00 TO STA. 14+25 STA. 20+00 TO STA. 22+90 PRIVATE STREET REVISIONS APPROVED DATE SHEET 28 Lei TE SHEET /1/1• M 2it6.1 VEGETATED SWALE WITH UNDERDRAIN PER SWALE DETAIL B THIS SHEET 3' -ROCK SWALE WITH UNDERDRAIN PER SWALE DETAIL D THIS SHEET 6" TYPE G -2 CURB & GTR %5.5 VEGETATED SWALE WITH UNDERDRAIN PER SWALE DETAIL A OR B (SEE PLAN SHEETS) 50'160' PRIVATE ROAD EASEMENT 25'130' 25 ' 3C 12' 12' 4' 5. ELEV SHOWN 5 2 ,V v�ONPLANS III�I�II III IC- �I�III- III- fIF-_ =1 IIF III El ELI �I f -_l 1T 1u_ � �u 4' A.C. PVMT ON 6" MIN. BASE OR PER SOILS ENGR *SEE PVMT THICKNESS NOTE SHEET 2A 6'x15" PCC FLUSH CURB (TYP.) SHEET 8A & 9A ►ANCHO SUAI A�T DRN STA. 14 +25 TO STA. 20 +00 - 60' ROW STA. 22 +90 TO STA 29 +25 - TRANSITION PRIVATE STREET 3 45' ONSITE PRIVATE ROAD EASEMENT 3 20' �i' 25' 8' 13' 3' 4 12' 12' 4' 1 7.5' RE 4' 'STREET 5' - "TYPE C -2 2'X12" REDWOOD 5' c? 5' 5' tp ELEV. SHOWN TRAIL 2 2 �I MPx q MIN. 2% I RET WALL HEADER 6'X15" CU ZERO L' p� 1 1 2% HEIGHT CURB IIIF F i �I TEIII -I it limey 6" MIN. ENGINEERED SOIL M EI 1 11 11) 11 = i- = - I1 =1 �I a INSTALL TURF REINFORCEMEN - . �I * SEE NOTE BELOW 4" A.C. PVMT ON 6" MIN. MAT PER NORTH AMERICAN GREEN -III - VEGETATED SWALE WITH BASE OR PER SOILS ENGR. C350 OR CITY APPROVED EQUAL - - - 10" MIN. FILTER MEDIA: VEGETATED SWALE WITH UNDERDRAIN PER SWALE -II 3 PART CLEAN WASHED UNDERDRAIN PER SWALE *SEE PVMT THICKNESS 18" MINI-I DETAIL A OR B (SEE DETAIL 8 THIS SHEET NOTE SHEET 2A VEGETATED SWALE WITH �� _ SAND TO 1 PART 318" GRAVEL UNDERDRAIN PER SWALE 4" PERFORATED PVC PIPE yl � I 2 " -3/8" GRAVEL PLAN SHEETS) NOTE: TRAIL ENDS 6'x15" PCC FLUSH CURB DETAIL B THIS SHEET CONNECTED TO DRAINAGE =11= 6 " -3/4" CRUSHED ROCK AT STA. 51+85 (TYP.) SYSTEM #'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" \ DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN D 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND ,� 7�T SBEE *T, 11B 20 -30% TOPSOIL \ RANCHO SUMII+RT DRIVE ri CONTRACTOR TO INSTALL CITY APPROVED DROUGHT TOLERANT NON INVASIVE PLANT SPECIES STA•50+00 T OSCULEDE OSAC N.T.S. SW ETAIL — B PRIVATE STREET N.T.S. 50' ONSITE PRIVATE ROAD EASEMENT 25' 25' 8' 4. r 4• Br 5' 5' c~n ELEV. SHOWN ter- MTN ? �ON PLANS •5 N;i eAPX VEGETATED SWALE WITH UNDERDRAIN PER SWALE DETAIL B THIS SHEET 4 ' A.C. PVMT ON 6" MIN. BASE OR PER SOILS ENGR. *SEE PVMT THICKNESS NOTE SHEET 2A "x15" PCC FLUSH CURB .RANCHO TYPICAL CROSS SECTION STA. 29 +25 TO STA. 32 +15 PRIVATE STREET VEGETATED SWALE WITH UNDERDRAIN PER SWALE DETAIL B THIS SHEET 50' ONSITE PRIVATE ROAD EASEMENT 25' 8 25' 8' 4' 11 12, 12' 4' 8' 5' 5' c~n ELEV. SHOWN 5' S �a MTN ON PLANS MINA% 5 112" CONC SWALE PER DETAIL C THIS SHEET L 4" A.C. PVMT ON 6" MIN. BASE OR PER SOILS ENGR. *SEE PVMT THICKNESS NOTE SHEET 2A 6" USH CURB P HEET _ —10A & 1IB r ,y II 5 112" CONC SWALE PER DETAIL C THIS SHEET .... ..... ..._. DETAIL B THIS SHEET (TYP -) SHEE'!' 11B RANCHO SUMMIT DRIVE TYPICAL CROSS SECTION N.T.S. STA. 46 +00 TO STA. 50+00 PRIVATE STREET DATE BENCHMARK SCALE COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM. 15' N'LY OF HORIZONAL N/A C/L HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M XD 1938 -H28 -148. VERTICAL N/A ELEV.= 148.221• A.M.S.L. ONC BROW DITCH ER RSD D -75 HYPE C -4 ?ET WALL SWALE WITH J PER SWALE UCIAIL o THIS SHEET Q 1. c?T 0.5' M� VEGETATED SWALE WITH UNDERDRAIN PER SWALE DETAIL A THIS SHEET 5 VEGETATED SWALE WITH UNDERDRAIN PER SWALE DETAIL B THIS SHEET 40' PRIVATE ROAD EASEMENT 20' 12' 12' ~ ELEV. SHOWN Z ON PLANS '--4" A.C. PVMT ON 6" MIN. " BASE OR PER SOILS ENGR. *SEE PVMT THICKNESS NOTE SHEET 2A 6"x15" PCC FLUSH CURB (TYP.) JAMES CO -YPICAL CROSS SECT N.T.S. PRIVAT REFwP 40' (LOT 33) 20' d' 20' 12' 12' 6' 5 ELEV. SHOWN .5 • ON PLANS 4" A.C. PVMT ON 6" MIN:` BASE OR PER SOILS ENGR. *SEE PVMT THICKNESS NOTE SHEET 2A 5" PCC FLUSH CURB PRIVATE STREET CE Q 14 ED SWALE WITH AIN PER SWALE A THIS SHEET TYPE C -4 PET WALL TW =TOP WALL BW= BOTTOM WALL TF =TOP FOOTING VEGETATED SWALE WITH UNDERDRAIN PER SWALE DETAIL A THIS SHEET 6' 2712" REDWOOD 'STREET HEADER 3 3 6'X15" PCC ZERO 0.23' 2% HEIGHT CURB PX' 1.r 4'16' 'STREET 2 %3' 2 %3' 1 o faYO2s \a % 1 �2% X11 �I a U-1 I III - -11 - 1IE-I I I--] I E-11, -- _� 6'X15" PCC ZERO 5 112 " PCC SWALE��I 11 =1 I rl I GI I I- I I HEIGHT CURB CONC- 520 -C- 2500 ` -111 -1 I E-I 1 1=11 I� I - -,j f �� . CONC. SWALE DETAIL - C N.T.S. 4'16' STREET NO. 2 BACKING 2 3' 12'13 ' 6" PCC CURB & GUTTER . ROCK RIP RAP TYPE G -2 W/ OPENINGS T =1' MIN. 0.18" o23' - 2% PER DETAIL E @ 25' O.C. 2 -III -1 - 1 6" MIN. ENGINEERED SOIL 2'X12" REDWOOD - �I -I FII * SEE NOTE BELOW HEADER INSTALL TURF REINFORCEMENT 11 ,,;-;.;,_; 10" MIN. FILTER MEDIA: ` 1 3 PART CLEAN WASHED MAT PER NORTH AMERICAN GREEN I SAND TO 1 PART 318" GRAVEL C350 OR CITY APPROVED EQUAL - 2 " -318" GRAVEL 4" PERFORATED PVC PIPE CONNECTED TO DRAINAGE v�, 6 " -3/4" CRUSHED ROCK SYSTEM *'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL CONTRACTOR TO INSTALL CITY APPROVED DROUGHT TOLERANT NON INVASIVE PLANT SPECIES ROCK SWALE DETAIL - D N.T.S. 6" CONC TYPE G -2 CURB & �- MAINTAIN GUTTER GUTTER .- 3� SLOPE CROSS v 12' p d A MAT PER NORTH AMERICAN GREEN�III p; OPENING. J DIRECT GI�hSS LIN�D SW/1L�5 NOD W FLOW INTO ROCK �� 10.5' 18MIN SWALE SAND TO 1 PART 318" GRAVEL 45a 4" PERFORATED PVC PIPE 11 = = 2 " -3 /B" 6 " -314" GRAVEL CRUSHED ROCK �GETA SWALE PER DETAILS 2' URB OPE NING v 12.52 @ 2, O.C. ALONG —" H C5 TY G -2 CURB W 8 Y U CURB OPENING DETAIL - E N.T.S. 2'•� M i 1 �- 6" MIN. ENGINEERED SOIL NOTE: III INSTALL TURF REINFORCEM 1 10" MIN. )f SEE NOTE BELOW FILTER MEDIA: p d A MAT PER NORTH AMERICAN GREEN�III GI�hSS LIN�D SW/1L�5 NOD C350 OR CITY APPROVED EQUAL' ( �� 3 PART CLEAN WASHED 18MIN SAND TO 1 PART 318" GRAVEL ON SHEETS SHALL INDICATE A 4" PERFORATED PVC PIPE 11 = = 2 " -3 /B" 6 " -314" GRAVEL CRUSHED ROCK �GETA SWALE PER DETAILS CONNECTED TO DRAINAGE €III_ SYSTEM *'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN THIS SHEE 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 7�TOT*C� 20 -30% TOPSOIL NOTE.- E CONTRACTOR TO INSTALL CITY APPROVED DROUGHT GRADING TOLERANT NON INVASIVE PLANT SPECIES PERMIT NO. L -13350 q` SWALE DETAIL — A TOP OF ZERO HEIGHT CURB s A. `mss tea, ELEV. LEFT AND RIGHT FOR N.T.S. ALL STREETS �(+� ELEV - 0.24 ' COUNTY OF SAN DIEGO No. 2937 - `L DEPARTMENT OF PUBLIC WORKS Exp. 3131113 APPROVED: DOUGLAS M. ISBELL TOP OF 6 " CONC CURB COUNTY ENGINEER ELEV. LEFT AND RIGHT FOR FOR WORK W/I COUNTY JURISDICTION ALL STREETS = ELEV + 0.17' BY., Date CITY OF ENa NITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN FOR: FOR TUNA RANCH ROAD & 6142 -G RANCHO SLTA11VHT DRIVE �M 89 -031 SHEET B OF 29 UtblbmCU tlT 7R3 UT u"t JAL tlT ♦ PMOV w T � WC- _ / ! uFlLr TGL TGL JAL L i�rl� ♦ �i A7 CrI 71T I S7;7 R DER, THE SUPERVISION OF RECOMMENDED APPROVED DATE: K °l8 -// BY: BY: R.C.E. NO. 29375 DATE: DATE: 417-0111 JAMES A. LARET EXP. 03 -31 -13 CITY OF ENCINITAS COUNTY OF SAN DIEGO Aa9 aEL PARKWAY STANDARD GRADING NOTES GlzaPxic :WALE DO TRAFFIC COVER 0' 300' 600' 1200' NO, 2424 CAST IRON A. GENERAL env OW, PARKWAY` GENERAL NOTES: PA1?iVA GATE T. tiSr�. TRAFFIC T, I SUBD/NSYAN BOUNDARY 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1 INCH = 300 FT. C I`Y SAN DIEGO ti' J ';� WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. SPECIE /CA T IONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF }6 THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CET AF ENCINITAS 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO a� 2 fi CHANGES ES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PR /OR TO 27 28 2-4-4 COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. ANY REQUEST FOR INSPECTION. � \ NO 2424 STEEL 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE 2. THE SOILS REPORT TITLES PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT PREPARED 26 APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. BY SOUTHERN CALIFORNIA SOILS AND TESTING, INC. DATED JUNE 9, 1999 SHALL BE `P�'' �sERVOIa � AA I GRATE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ° \ NO7 2424 TOP ` ECTION °" �T ° ' 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE ACCORDANCE WITH THE RECOMMEN IONS AND SPEC /FICATIONS CONTA /NED IN SAID REPORT. �hs� �� ' `�\ OR EXTENSIO�1 CONSTRUCTED CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, J CURB CROSS GUTTER AND PAVING. J. APPROVAL OF THIS PLAN DOES NOT STITUTE APPROVAL OF SIZES, LOCATION AND TYPE j 22 r r�A °tt - F DRAINAGE FACILITIES NOR OR IMPROVEME WITHIN STREET RIGHT -OF -WAYS. SEPARATE y� `� a - �w I V• " 3 24E4 STEEL 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN C GRATE APPROVALS AND PERM /TS FOR THESE SHALL B QU /RED /N CONJUNCTION WITH IMPROVEMENT '� 29 \ TRAFFIC KK ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. PLANSf1. i ` " *' " X£, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES 24 21 \\ \ � �` �� Q '"� m �� 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY O lTE GRADING. stld �`° % EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED INDEX J; 23 20 >' ° e ` f `_ TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY I� SHEET �� SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN v 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS RE D TO PROTECT ADJACENT s . \\ I •1 q- ON THESE PLANS. L-+ PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR ROYED SHALL BE SCALE: 1 "- 300'�,� 19 W 6. LOCATION AND E ATION OF IMPROVEMENTS TO BE MET BY WORK TO BE REPLACED OR REPAIRED TO CONDITION EX /STING PRIOR TO GRADING NC, 2424 LOW R SECTTL,N \ DONE SHALL ONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION \ \ /iH€C(t3 ? Azl OF NEW W CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH WHICH IS 18 i VAN DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGI D C/ W 3 ' 1 EXT H"1'„ L 4 AVAIL E LOCAT ISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUC- ENGINEER OR A LICENSED LAND SURVEYOR, lv�O LOT 30 SECTION TIO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE 4 U) * *2424 T§ �S 03 NO K,0, ACTUAL LOCATION OF EXISTING FACILITIES. Q� W 17 ;�J . r ?4" `` ° ' 2d 4 r2, h . G� O K.0 .. I THE CONTRACTOR SHALL DESIGN BE CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, OUNTY OF SAN DIEGO C2 12 \ ~\ T '° 4 g ` 5 ,1 & 909 S{ K,O 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND � ; ;�; _ . " 'n FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CI F ENCINt A �P °�'� 16 Z \ g E4 k10 1Fi _SOS 6 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE W U kC4 d4 :24 3L3 2 t4 K i � � � Z z \ _ z�° HIS WORK WITH COMPANY REPRESENTATIVES. 8e GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR 1oe> O �G 11 15 W L0 A NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 PM AND 7.•30 <V ) N9, 2424 BOTTOM n N 2: {u 2 6a L4 PROJECT ARE "UNDERGROUND INSTALLATIONS ". A. M. NOR ON SA TURDA YS, SUNDA YS AND CITY RECOGNIZED HOLIDA YS. ® !� 9 ; E- 1 �<424 x.1,6 18 S K 14 K FOR LOCATION OF ELECTRICAL CABLES AND GAS �y J 14 W h T 24 9. NO GRADING OPERATIONS SHALL COMMENCE UNT /L A PREGRAD/NG MEETING HAS BEEN HELD ® 0' 10 W I `l'4 L244 14 K 14 1L PIPING AND APPURTENANCES CONTACT THE SAN ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS pj G 8 �" L� ,O ~ �' o DIEGO GAS & ELECTRIC COMPANY. TEL 232 -4252. ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE _ V 13 vl O . «° T L� ° AAA i "ads C t X976 14 # � K SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633 -2770. O 74 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO O ~ I 8�6* 45G 14 X l4 K m ' WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 10. PR /OR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION L��, " ` `TH FRAME ONLY COMPANY REPRESENTATIVES. SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM TIZ ® �. NOTICE. E STHIS PROJECT ALL TELEPHONE VICES WITHIN THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. m T.M. 89 -03 co = U U BOUNDARY ARE "UNDERGROUND INSTALLATIONS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PR /OR TO RNA J? ii L 1.e FOR LOCATION OF CABLES AND APPURTENANCES GRADING APPROVAL AN R _ rT es : D/O FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION � ;� � `�<,~ �,.:� °�,,. , � CONTACT THE PACIFIC TELEPHONE COMPANY LOT 31 ` mss T TEL 293 -0595. SHALL BE PRO STATING.• "THE GRAD /NG UNDER PERM /T NO. ____________ HAS � � t BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE SHOWN ON THE ATTACHED AS GRADED PLAN THIS STATEMENT SHALL BE FOLLOWED BY THE �, . UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR DATE AND SIGNATURE OF THE C /V /L ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 6 THE COST OF RELOCATIONS, IF NEEDED. C. GRADING $ 2r� DETAIL 4 3 4 24 "X24" "BROOKS" TYPE GRATED INLET 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLA- 7IONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT APPROPRIATE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SO /LS ENGINEER OR UNDER Ol NO SCALE COMPANY. HIS /HER DIRECTION. SUBDIVISION BOUNDARY C WILL S E xESExvom ceviExssca 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POS /TINE w'acaR.sEca SEE SHEET 14 "AS- BUILT" IMPROVEMENT DRAWING. ALL SOURCES SHALL BE LOCATED WITHIN DRAINAGE AND PREVENT PONDING OF WATER HE /SHE SHALL CONTROL SURVACE WATER AND SE fIEET' 13 THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FIN /SHED WORK ON THE SITE AND SHALL TAKE 32 COUNTY OF SAN DIEGO. REMEDIAL MEASURES TO PREVENT EROS /ON OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 60' SPACING: 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED .0 so' TRAIL SLOPE: SPACE BARS EVERY OUTSIDE THE AREAS TO BE PAVED. J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED C9 30 2 -3% 100' IN ACCORDANCE W1 STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE W PC 1 p 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 1 �\ 0 I 4 -7% 80 COUNTY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR IS TO BE PLACED. LOOSE FILL ANBD ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM �j� U) ��J ct 8 -1 O% 70' RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN 1 p, I--, cZ �y 11 -15% 50' PRIVATE IMPROVEMENTS. COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO N� �G. _Z +N LESS THAN 20% 20 14. ALL CUT AND FILL SLOPES THREE PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPEC /FICATIONS. �j U N�\ I (3) FEET CREATED BY GRADING FOR STREETS Z` 371" PSO CON iNllG7LtS RUBr7 ! AND DRIVEWAYS SHALL BE HYDROSEEDED WITH SAN DIEGO COUNTY APPROVED 4. CUT AND FILL SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE" SMOOTH \ 3r' W' �1 I MIN, NET RET ENTION 064 LE &I HYDROSEED MIXTURE. HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER SURFACES AND UN /FORM CROSS SECT IONS THE SLOPES OFEXCAVAT/ONS AND EMBANKMENTS P'1JJ 0JJf7 ri.0,�, p 0�7f� c� '_ Cu, TRUCK UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. PCL 4 3 SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OR WORK AND LEFT 15. NOTE FOR P.V.C. PIPE: IN A NEA T AND ORDERL Y CONDl170N. ALL STONES, ROOTS AND OTHER WASTE MA TIER EXPOSED PCL 3 O` X TREATED itOC1J OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 1W- a. ALL PLASTIC PIPE SHOULD BE BACKFILLED WITH ROCK IN ACCORDANCE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN _ fix° TRAIL TFiaO WITH REGIONAL STANDARD DRAWING S -4, TYPE C. ACCORDANCE WITH THE GRADING ORDINANCE. U R 1\A 122 f `" b. TRENCH SPOIL MAY BE USED FOR BACKFILL ABOVE THE ROCK AND SHOULD BE COMPACTED TO 90% RC EXCEPT IN THE AREA OF THE 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PCL PCL 2 PCL $ - "II„ SANDBLASTED LETTERING STRUCTUAL SECTION WHERE IT SHOULD BE 95% RC. P ILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE ' ' �� WHITE LETTERING ON " i,l[ AREAS THAT HAVE BEEN CLEARED W/TH A NEAT AND FINISHED APPEARANCE FREE FROM �} �� Ii C�3 =+tt?AGT:WO UNSIGHTLY' DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 30I1 GREEN BACKGROUND ` W/ 2' RAISED WHITE SOILS ENGINEER AND CITY ENGINEER PR /OR TO THE DISPOSAL OF ANY SUCH MATERIAL. BOARDER 4 "X4" POST a4 y„ C. R. 12088 ...3�q�{q � " •� f � v�,.k .C?.LYe 95`$Hti 3.. "k:< NTM SJn?.ns 11 t1 2{ 2 ROWS, STAGGERED r r Iz?rACt10 tIBLEARr I\ r l2J CAUTION! 1/2 "X8" 1/J r' CROSS SECTION -I) - STAINLESS 2 WILDLIFE STEEL 18" RECREATIOAL TRAIL WATER B BOLT PCL 2 NO SCALE CROSSING - TYPICAL C!?YTFRAIL IDENTIFICATION (� ") � � � a � Q�,oFF S Nq 3.s' TRAIL DIFFICULW (112, °) M O P ANIJ 464-6 ^� �` ES 9 my VE AD / ' �.� 2 J "" JPSLP E/ i31C'1�x PERMITTED TRAIL USERS 6 � Na. 2 3 5 �, { - % „ �- �- ..- .....~.. Z 1 t3 "" X 3- BROWN « 1TE SYMBOLS) 9� _ _ �j� Ex p, /13 p. z _ PROHIBITED Aanv i't 5 _ ., . p (3" x 3 "' BROWN & WRITE SYMBOLS e •�� r , WITH t E SLASH) H) PCL 1 pCI_ 2 ` o t \\ �� \ \\ \ \\ \\ \\ O 6� w o SW 1 SE 1 E3RAIN GM 2 U I USE AR Ci�E3TE DUAL SIDE R CFiEA St[dN3iL S C /4 /4 4 MARKER {ot - 396) (1-860-64 s -7974) OFi 1 I BEG /N 3 5� Z APPROVED EQUIVALENT. COLOR: SROVVN Flit s � � CONSTIpUCT /ON OR�Cf/ £r \ °,pr \lJ. ��rt��i I-I r-lit 32/3 S C11 SE SIGN TEXT TO BE PREPARED ON #�' SURE c)�\ I � c� RoAO \v��P �.1 \iJ. � J 11 a W ECHO .v a LETTER LE rI" u Y PCL PCL 3 s 1 UPS DETAIL W ° SCHOd3LL3OE7K LETTEki SYYLE, E7 ROWN BACK ROUND � � �� o- 1��/J. 1 iJr C � $ 4° � Z AFFIX I DECALS Try ° stla rt s 1E POSITION, 3 ° 5 PIA 1iso � ` � � WILDLIFE CROSSING SIGN z CITY OF o * ,. GRADING ENCII,ll7A5 r> ALTERNATE oNAGE r�4 o�iE Sst� �F TAIL - - - � �e� It ° TO OTHER, SET OFTP.AILTREA SW. COUNTY OF SAN -DIEGO SCALE Li77 1 e o Q"�: N PERMIT NO, L -13350 Z I` M F-, F ^ �N �e -. to i r ca i us EARTHWORK QUANTITIES: W 0) F q�F 5h G E *NOTE: MARKER �� ,� J J 0) ® AS ENEY? GY DISSIPA - -o CUT 8, 500E C. Y. COUNTY COUNTY OF SAN DI PCL 1 PCL 2 PCL 1 pCI 7 _Z . _ ` S A. L F` , ~� TRAIL MBER (1%') LOCATIONS SHOWN ,CT 2O 1 � � � c � � � � / / \ C L; 0,118-0 U r�.J.�. g 1 870 l "\S Q� �F� m - m PORTION DEPARTMENT OF PUBLIC WORKS ~ L �.1 �1 r J I J 3 P,� - DETAIL FILL a, 5oof c. Y. ONLY ) W ON PLANS. Z L� G No. 29375 r APPROVED: DOUGLAS M, rsaRl7" In DETAIL FORTUIVA RANCH ROAD W O 1 fit, x; E .3 -31 -09 %t Exp 331- IMPORT/EXPORT -0- COUNTYENGrnEFR �' ATIOAL TRAIL WATER BAR Q RECREATIOAL TRAIL MARKER s CIVIL e y .r No SCALE (export) FORWOPXW�TCGUrvTYtuRrsDrCTrov used within subdivision boundary or m O H �p >flt _" NOTE.- Excess cut is to be J Z Y NO SCALE %' O �� spa ?' ��F0 CAUF� trench bockfi /l. By. Date 6 q DO OD KLU(20L OD REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COUNTY APPROVED CHANGES DESIGN Y DRAW BY CKED BY / RE ✓ /SE 'C NOS J�/�.M .5/6/02- . LARET P, A S. EYLER CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑. Z s moo. �escatPTtoN APPROVED BY vA7 f�3 APPROVALS PRIVATE STREET IMPROVEMENT PLANS FOR, rn a COUNTY BENCH MARK H-0028 L S PR AIRED SUPERVISIO F� FORTUNA RANCII ROAD 8z REV /SE STAR] OF 1.1 M/. S W. HODGES DAM, f5' N'L Y OF HORIZONTAL 1 "= 300' / REI/ /SE SHEET NOS ( ° i�� / Cj o CONSTQUCT/OAl LOCATION. I� � � D RECOMMENDED APPR ED W Z C/L HWY. BENEATH CONC, FLUME CENTER, DATEo REV /SE C!TY,4N0 HDWL. CONC. CULVERT, SIM TAB M%CD �' FZ- COUNTY BOUNDARY 1938 -H28 -148. VERTICAL R.C.E. RCE 0.� 2�� BY, �� • l� _ BYl RANCHO SUMMIT DRIVE 0 z REVISESNEET NO. ELEt!= 148221, A.M.S.L. ENGIN R /1 ll / �iZ��OC �_Z�_ p� CITY Qj ENCINITAS T.M. g� -031 SHEET 3 F 2 3 JAMES A. LARET EXP, 3 -31- DATES DATE' r3 {0GLCTC- SHCET M ILt26 /13 N WORK PROJECT NO, 10 , 9f S 1 y v 0 0 0 m 0 0 m a H m Qi O N pt 3 a a i a l 0 0 0 N O Q O Q W O C_ 7 L H O1 O d H O Ql Ql m 3 t0 N �, f �: �� f �: �, _. W a 0 0 0 N lCl N O Q W O C 7 L H m 3 d m m o] O m m m O1 3 a Al ki A !1 V O O O N O L(J n V LCD W O L H big O1 3 a d Ql Q1 W O W Ql W Qt 3 a f0 I IN r. 'v- INCH = 40' F 7. , - 2 00' % = 38 113.82 rr n.R�w / 4 : p = 27`214'00" 2s 125.29' rr ASS LINED CHANNEL T )3� N FT4'1 f" - 480.96' SEC77ON - A „ /,h , •? %'�' _ -_ '46 26200' 59.41' n RETAINING WALL PER R.S.D. C 5 STATION LEFT NO SCALE r ' NO. p BEARING RADIUS LENGJN 01 N 28-70'11" W - 95.43' = 2774'00" 250' 119.56' 3 N 5524'11" W - 460.96' 4 A =56 43'46" 250' 24753' 5 N 017936" E - 56.53' OWNER OF LAND 4;%% A SIGNATURE OF LAND OWNER, CORPORATE OFFICER � AMEN `�FABO17 O FILER S / ! 56 rr '36" 4 53' , rr TITLE 3,0 �� 5 Y , ' ,� STA.3 +60"� f2" PVC' -j X38 . ^3� r ;: RET WALL �ER`R..SD. -'C 5,' A.C. /LLWA 'Y J J f/ � �/ 4 T SEE SEC110N =A THIS SHEET F W ROCK RIP CURB RE7UR / , N STA. 9 +30 12" PVC W /1H DATE J J SEE -SHEET Q1 .0 9�1! i r' PEri' D -'40, ( 4 4 / _ .' Ar; G,y, / h rI=2'' J, �' � � ?'� A. ROCK RIP -RAP n r 22 G . _ - -37 `7 w r v \ ; 2y �. .' f U1 1. PFR D -40, No 2 BACKING I N r 3g k, / 1\ i' sEO I7FCfdEA710NAL TALL IRA& FENCING (' ¢ 29+73.53 FORT- AA...RANCH fD �s ,o / 0 i f �0 d ! �{ �� \ AIL ICAL' CR 1 R ICJ SJMMIT D A PER DETA /L ON "SHT. f8A =q 1+00.00 fiAAEITO' umm1T ' . / F3" n�`� '(nth + Sd'IEE 2A. l 37 ; OWNERSHIP o \� Ex /sr. 24 cm. a. sJZ. H 1 / d `• WA7ER LINE. a \ t 8 r ' \ NC CROSS U SS TIER - r.' ' "� ..,� .w. ,,.,fit ,, s;., ' a�' ':: , r „�^ ._ a,_- _ F PER SDRSD G-12 4:8 38 °ter / . � • -. P A I <.,, ..... �./ I v r YV ri ::�',i;i ,t ,y. .. `fc :::•.r Ci `5:.1• Q .P z, r _ r P P-1 �y �— — WP ,, -- -- - - -- — — --- — — — — — 4 / DR /VFWAY PER N :. - fMEET EX17NG DE AITL H . �A SI 1 = 383.7 , ., 1 ° STA.31 +00 3 1 U 3 ¢ �9 rJR/ IPER a END IMPR 7S, 6 / MEEK' EXISANG'... DE !]AL SMT, 19A Ex/S . P•P, (� � _ �V10tr 3 OQENtN 'K) t. � Y \ TO REMA - \' 85 METAL GUARD RAIL s i0 GONC. 'WRt3 , �iTR ROLKc ; ,\ RA m PER M -3 � ., % NC�%E� ',, a r \F3 Z m " "1 WITH CAUFORN /A - ;. R ` - _ . -- co " SWiE PE R' i�SD Ct- 2 PER ` , Esc `% r 0 / t TYPE N S/ZE (8x18 REFLETON 1 1 eX /S..NG GO )WIVAIF ROAD`EASEMENT .4AV.PUB C EP / _ _•_ I H 7 SIGNS IN YELLOW - \ U/7 /TY EASEAfEIV i °ER DOC. ItfO. T'9 04 fJ 1E'iiill b v FiSi ,s J,••� % RY1 LOW PER M 9 NOIE 4 ! L 8 LFQ SHEET : r 0`� QYI / a ti �.ANUARY31. •1964 \STA. I +toI.4to To STA \It 0 R1Z, :r. ( } (. o1� / 2 3 J W \ ly . TA. 1 +3T(oi To STA 1�#OV Lf T\ P PO Z w CL FORTUNA RANCH RO `S ,/ EX STING -JAW PR /VA?E ROAM__'* _U7X'JTY FASSMENT P \ DOC. 89- 67'3800, . REC.'. DE .: 12, 19 .. .. fR / '\ �� l7 W / y °� RpFESS(p 0� / P� /10x, r Z £x /S7JNG 30 iF RD9D �4 LIJI Tip ' SEMEIIYT AER`� S A. RoFes W y, L/_ , . �G G 9 L N ~� _91-050808 - (EC, OCTOBER '1; 1., e . A F �s ssr� COUNTY OF SAN DIEGO _ e Q �`� S P 8� f- DEPARTMENT OF PUBLIC WORKS mom,' 265-e 4� �/ dj APPRO HMa K. FetKKRRtD�iNE EX /S71N� ft0 WIDE IRRE",LE .O, fER TO �DED /CA7L� No. 29375 _ 0� �1! � w1 - W m VED. 0 AD "REAL PRd #Ei7TY FOR ROADW.�" 'PL(fc'OSES ANTED TO �. No.•. 5 �� .;/ PA Al COUNTY ENGINEER ` NOV D �, SCALE . 1 - Ex 3 -31 -11 p '�- � -09 `- 3sllV,DIEGO CDlIY DOC NO. A031:? .DA 7t 90, P *X �c x-31 -07 I 4/� " FOR WORK W/I COUNTY ✓URISDIC77ON `° �` a ``° ' sT CIViL �Q r- I _ ' r i -� > GRADING q/ Cx� �� CIVIL a tl / / ) ) n 00 BY. O�✓1.{'� Date 2�t3'y7 PERMIT NO. L -13350 F� Ic \F� � \ w o s � � REIVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECK D BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑. z OD Gl7Li TY PQI%�VED CkF NGES J. LA HAM S. EY R o `" ADDED SHEET 7A. /VI • 4 Q' L COUNTY BENCH MARK H -0028 Std � NS PREtiARED, UN71 SUPEDATE�IDN O {' 6 RECOMMENDED APPROVED GRADING T RANCH PLANS CX � q a JA ADDED GRASS LINED ?• 1.1 MI. S•W. HODGES DAM, 15' NI Y OF HORIZONTAL 1 "= 40' RLs• �tt�h� � 6242 -G w w 0 • V77D 4 Ar 9 P > CHANNELS. CIL HWY. BENEATH CONC. FLUME CEN7FR, l/ j Z ADDED AC SPILLWAY HOWL. CONC. CULVERT, S7D. TAB MkD R.C.E. NO.� 29375 BYE BYE ! " '°°°��"-'�� /N �2 /ti t! _ VERTICAL ., RANCHO SUMMIT DRIVE o f2EVlSEO SHEET NOBS 1938 -H28 -148• - IO ENG EER ,t N M 1 ELEK- 148.221, A. M. S. L. JAMS A. LARET E N fO EXP. 3- 31-a*r DATEi DATEi `'x'12810 CITY OF ENCINITAS T.M. 89 -031 SHEE 7A s 29 W a- J WORK PROJECT NO. 108.99 of s ) I ;mow Ll 11.0 41 P JIM v L7 F1P ®' IN A o w -91 him LI®, ®1 .i.J�-W- ;Wvmr I I idi It -M II Oa fr. I 0 0 0 N m 0 N N [D m O C 7 L H QI 3 d m m m 0 m m 0 m 3 a t0 L I m s NO. BEARING RADIUS LENGTH 1 N 179'36" E - 90.00' N 179'36" E - 90.00' 4 = 038'37" 1012' 11.37' (pox IS "FL oNC Cu 4 4 = 33251" 988' 61.17' I/ 4 = 474'14" 1012' 74.84' 4 = 222'fo° 988' 40.86' N 038'12 "E 1 189.45' =' N 038'12T - 189.45' 4 -15 wz2 0" - 1 007' 264.46' a 4 =15i�2'S0" 258.16' N1424'38 0W - PSf'1!P' 252.04' a N1424'38 "W - »!z'+e3-3sz' 33$.3 -1' N1424'38 0W - 850 "LONC,CuRb G i ar�h " .v, —,r," • , , • 1 , ,—v L716t11 111V wJ li tiLli EET_# 13 �„ THE OL/VENHAIN MUNICIPAL WATER D ISTR ICT PER SEE SHEET # 12 40' 120' 160' (o" Cot3C. Cu I u ®LOT 33 r0 BE RESERVED AS A PR /t/ RQ4D DOCUMENT RECORDED MAY 3, 1961 & Gt1•tZER- I �� AND PUBLIC UAL /TY EASEMENT. ` AS F/LE NO. 76608 OF OFF/C /AL RECORDS. ��- A 1 4 2 1 MENT FOR INGRESS, Ef, AND ❑7 EXISANG EASEMENT FOR WATER PIPELINE PURPOSES f„ PURPOSES IRRE L Y OFFERED TO THE OL/Vt NHA /N MUNICIPAL WATER D /SAT /CT PER, J�7'' r ,,' _ %SEE LETTER PERM /SS/01V FOR /, " 1 INCH 40' FT. CITY C /N /TAS O AL MAP DOCUMENT RECORDED DECEMBER 7, 1982 s q GRADING AA ofOJR'" ; 1 f ' - /MPRQ,VEMEN7s BY S. G.&E DATED 2 ; 20 ODE OR RECREATIONAL 'TJPA /L AS F/LE NO. 374421 OF OFF/C /AL RECORDS. / '� I MAY25 20430. PURPOSES D ON FINAL' MAP. 8 EX /SANG EASEMENT TO THE OL /VENHA /N MUNICIPAL 1 Lam) f d 3 _ f 3 20' JOVE UC ASEMENT 70 7HE CARDIFF ❑ WATER D /SAP /CT PER DOC. REC. DEC. 7, 1982 ^7 b ' OJ 3 I 2 l SAN /T STR /CT ATED ON FINAL MAP. AS FILE NO. 82- 374421 OF OFFICIAL RECORDS. � / /INGRESS, E SAND PUBLIC 0 EXIS77NG EASEMENT FOR WATER PIPE » t ' i " ` I ❑ PURPOSES TO THE OLIVEN "'i -S`iR t.1tE ':' R SS t SES T© 1NE OL A/N MUNICIPAL HA /N MUNICIPAL WATER t. , SS �y T 12 ( �/C• C G_12 h . , ' !S D @ /CA ED ON MAP DIS7RlCT PER DOCUMENT RECORDED JANUARY 16, '� 'SDR BE EAR oS �, S 8 MDE REC TRAIL 998 AS FILE NO. 1998 - 0024166 OF .O.R. PER . RE T(J SERVE ao L 1 5 EA CJR RMANENT BIOLOGICAL N / GONG RUSHED G m " FUEL A! ❑ SPA VOCABL Y OFFER@ TO 7HE C/ ' / BRCS `B IAN OS�N EXIS77NG 20 STEEL 1 STA 3f 25 N DLIFE CRl.1SSlN � y EaJ�STR Ci N O h E ENC/ ON FINAL MAP. AS [+I O.M.WA UNIT k PIPELINE ;� If SIGN RER DE A/L E SHEET f E 4 Il ( + 8 WIDE 5.5 .7F! /CK/EAVY T T {1 .29+ r � RA�C�Q � LJ $TA �. ' BROOM BRUSHED CONCR < ,� ,.-Y= c� ,, .C.'SPILLW ACK D 9G,__ -- EQLlDS7R /A/V CROSSING. , --- �-____ 0 ; ;r O/.PEti .A`gG su P �1 10 .4 /,// l` T , . . ;,. • 0 � DRIVE 5 x APSTA.22 +70 r �~ ; r O !�(/j'YJ a=' � i Q' P ,�,{{ R ..W " � f2Rj 27 a � ,yx SE�YFkL.It�� ____; / � � N �C}. to C�1 W A. C. SPfLL il'AY PE. D -22 W/ , 'x10' ! � � ' ,�„. . -,� , / L f � � . , f� F n� �� K a .,a , O 31 ,� � v . r LUSH I L/N 0 STS J f 0,> 5 NO. 2 BACK /NG ROCK R/PRAPt W /FlL "7FR GONG. U <•. I „i '�• 'L r: y „; cn� rt �� EX /SUNG SD E ACCESS -i A. ? 3LEt•i - A/y JET l uF CL07N PER Q -4C3 TYPE - 1 f , P. 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I STA 23 > -B IP Rfi ^ _ _�, ZD 1, -1 ASS 11, 18 R �— (ZOCK m 89- 152344 ,REC DED - = -- 31 +5 ' DEL T� h F _� �i k ASS STA IT 95�- -� a MAR. 2, 1989. o hl 0 -22 WI ROCK yy �, GR U ONE - low, NIA RIP-RAP ER D 0 O R MA /N 0 v 2 0.2 FOR NEL , CNO S r e 4� +' 14 , 6 /?l ROAD T , E I I v v , �- l 7�,' ED CHAN . RANTALL 9Q N� SUMMr'.T MOB �yITION 1 U SING. _ 40 R S 114' 7nN. �r =2 ; .- � 1 4 Z . �h �' �' uN Ssi / S�2 , 3. 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MAY BE y % Ex . 3 -34 -11 © CARDIFF SAN17A77ON DISTRICT OVER LOT 33 DEDICA7FD COUNTYENGINFER ' -� =CL STA 30 +00 WILLIAMS 7ERRACE �` -z ^ xp "'3- 31 -0 ,..�; ' AFFECTED BY 1N /S PROJECT. /T !S THE p � � a 5 w No.29375 ON FINAL MAP. Q v GRADING EXIST. 20' PRIVATE ROAD ' u - + �a CONFRACTO7'S RESPONSIBILITY TO Exp. 3/31/13 = s�� civiv- P 2 EX /SANG EASEMENT FOR WATER LINES AND > FOR WORK W1IC0UV7YJLW1SD1C7Y0N AND UAL/TY EASEMENT PLAN _. /DENAFY AND COORDINATE ALL rE . r; ® J PERMIT NO. L -133SO EAIS77NG POWER POLES �r n C CA�l F.' APPURTENANCES TO THE OLIVENHA /N MUNICIPAL WATER PER FILE NO. 273593 :;i� ADJUSTiMENTS AND /OR RELOCA77ONS OF 't IV14 �� y° DISTRICT PER DOCUMENT RECORDED NOVEMBER 24, 1971 00 BY Date 1 ►3�0� RE 4 -29 -63 O O.R. SCALE : 1 "= 40' (}``' 77 ,FE AFFECTED FAC /UAES W77N 0. M, W.D. I? l 1 AS FILE NO. 273593 OF OFFICIAL RECORDS A DESIGNED BY DRAWN BY ED BY Q REIVISIONS APPROVED TE REFERENCES DATE BENCH MARK SCALE C)Wtutt A-?F lveV CHm4eivs J. LARET PAM S. EYLER APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑. z ADDED SHEET 9A. 2$ t COUNTY BENCH MARK H -0028 00.1 D65GRtmo�i V09 91 DATA ANS PR' AR D U R SUPERVISION OFD RECOMMIll APPROVED GRADING AND PRIVATE STREET IMPROVEMENT PLANS F❑Ri tii o a ADDED GRASS LINED L1 M/. S. W. HODGES DAM, 15' N'LY OF HORIZONTAL 1 " =40' Q �� S (u5 y(IS�o9/ DATES FORTUNA RANCH ROAD 8z 6242 —G w Z > CHANNELS. C/L HWY BENEATH CONC. FLUME CENTER �+ Z W a ADDED A.C. SPfLLWAYS HOWZ. CONC. CULVERT, SID TAB M'lCD t6 R.C.E. NO.t 29375 BYE BY, RANCHO �J V MM1T DRl V E Z 1938 -H28 -148 VERTICAL 1 "= 10' p j REVISED CURB DATA.» ELEV= 148.221, A.M.SL. ENGINEER j 11 II 20/1 DATE, _ DATE1 Li Z9 Z 2 N RB(//SEO SNE6T MD S J ES A. 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ZOr,£ 3. =c30 y N4 p�S�RUCr � CDRgA �� '� B S H/ , ",' m 8, CON _v . z 0 -i Z S3 �. r cy INS,ALI, /L •WA,TER,B,4R T _ STANDARDS PERNOIN/ TANDAl�LS I TYf?.�' , �... �.. 59. �11 STAe F- 20 +21.36 `LINE °B" ..�. � s°o ro U, g •� N ' �� r`J � _. =STA.I +OCT.f30 LINE „C» : ";• `flws�> � .,..��>~...y .. ' ` °rn c` OT 3. IV�J. 91 820 o vll � ACCESS & E- P� T _SD. G. & E. P _ > h TO h�� DOG NO tot / -O Nf�f FU'TURL�+ 38 O. .D. REC.3 -2 -,Z A PART 200'. E EA _ - - 15' WIDE ALL HER SEWER -`s -_ ACCESS ROAD AN EC.' FRAIL �, � �, `" ..,. ! 4 �/ � n: ::/ P /PE4JNE. 0 h -, 15, i� 3 S ENT ' �- 22 f .D.G•`4 PE8321 Q.R ''` REC• 13��PAG� TMCAC &C770N SfJ`T 2Q.. ,, 10' vY%LtE P!!ATE WER -., / �/ / 3; - ia, 8 WIDE I?ECREAT1pNAL TRAIL - SEE TYPLCAL DETAIL ONUL - t . -SHEET ! f f :\ 8 L >9TERAL €ASEXLENT S 8 OC. FES r: .. 2A t 2 `� .., 0 �tF /CA 3?O 2 , 4 / O ESS/ �r 1 �� chy y � 3.5 4, { 6: 3.5 .,,l7NC: 1NED B OW h • � ry....,. A. h - �.. _ f O e ZONE r =.y � / / 44 __ Q4,. :: A. L /��j �a No, 2935 „ Icy`. _I �. ,. /, ".. JIT,H PFR D 5 1 •.% • sue- f , ...... _ J �s.'�t }`,'y STN ",- i "..� `.: " �' tF 3 . � �... Y .. . I NO 29375 M * Exp. 3-31 -11 -1 "5 } y_S N '�, 1 �.. ' pry:. � �, • R .- h C'o'l � ,Y-. i MATCH POINTo 3 ` STA. P _.0 `' STA Z. 1 _ _M 145.- ..0 G: - O :< /ptgl� �� PLAN W _ H.f� 22 �✓E%? A AL FQR , / oQROFEASS 1 LOT ��Z 0 2 N . �Ot%EI� O ,. / f A y �`� ' SCALE: 1= 40 E�FA�'� %V'T Nt�TES - - _ _- - - rq0. °, RFGi?EA770NAL G- U _P RPO S 9 DlC.A7ED O " , �g S / 0 O �� / 3G A'ISI7Al SEMEN. � F €� 1.� f�,£_ YlV �, >Q m GRAPHIC SCALE / - °" No. 29375 A / Exp. 3-31-09 * 0' 40' e0' 120' 180' 1�0 s �.5x 20 GROUTED RIP -RAP CHANNEL NO. 2 BACKING. [3] !ci' WIDE PUBLIC `05 EASEMENT 10 THE E : 1 - 40 '2p �A Z R sT gTFOFCnuF�P CIVIC ^ARDJ•FF SANJTA77cw DIS7RJCT , DEDJCA7FD Tj O 1 INCH = 40' FT. K ON FJNAL MAP. REIVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY CHECKED BY APPROVALS S/4gp j G CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N ❑1 Jr CARET P M S. EYLER ADDED SHEET 16A COUNTY BENCH MARK H -0028 1.1 MJ. SW. HODGES DAM, 15' N1 OF HORIZONTAL 1"= 40' P NS PREPAR D U E SUPERVISI N OF, DATE, 'b RECOMMENDED APPROVED PUBLIC RECREATIONAL TRAIL IMPROVEMENT PLANS FOR, FORTUNA RANCH ROAD &- 6242 -G ADDED GRADES W/DENED SEWER ACCESS ROAD. C/L Hwx BENEATH CoNC. FLUME CENTER, HDWL. CONC. CULVERT, VERT, STD TAB M KD R.C.E. NO1, 29375 BY, BY, RANCHO SUMMIT DRIVE ADDED CONC• BROW DITCH. 1938 -1.128 -148. ELEK= 146.221, A.M.S.L VERTICAL 1 "= 10' ENGINEER 1/11//l 20►1 JA S A. LARET EXP. 3-31-M 4 201(1 DATE, DATE, / CITY OF ENCINITAS T.M. 89 -031 REWSED SOG &E ACCESS SHEET 16A O 29 ROAD LOCA770N. •RE9SED SHEET NOS (S -9) WORK PROJECT NO. 108.95 71 - ..wX ,__/ M- AA 111%[.17 V J Y J U H O U H w �z V 1 z r w m 0� � I w %D L0 Q � J ^ OD LJ U1 Q OD Z v N Ij � W Z W W 1Z-1 Z L7 O IW d O O O CU Q Q (n ti C 7 3 n d H Ql Q1 m O OJ Q1 O N m 3 a i N T Lml J Ll 0 to L-Al 51 I 0 0 0 Q ti 3 a a m 0 m m 0 m 3 rd � C> a GRAPHIC SCALE 40' 80' 1 INCH = 40' FT. j fl, ii �co 1 j CO r < I 1 3� T 10K H _ B fI li r r� ff If a 1 " CHAMFER =k— ALL SIDES a f T 6'!-8" D /A. ROUND CEDAR PEELER POLE SPACE 8°10' O.C. BUTT OR OVERLAP JOWT DETERMINED BY AVAILABILITY OF MATERIALS. --6° 8" VINYL DETERMINED BY AVAILABILITY > r/i r/A > NO TES: MATERIALS CHOSEN BY AVA /LAB /CITY SHALL BE CON57S7ANT THROUGHOUT THE PROJECT, TRAIL FENCE DETAIL NO SCALE T s��EET 5 In A/N/NG W &r SUSDII rYf6 "A r V/ 25 -' f \ SEWER ACCESS SILTATION AND SEDIMENT CONTROL REQUIREMENTS INSTALLATION SPECIFICATIONS 1. MINIMIZE ALL CLEARING AND GRADING OPERATIONS 7. PROVIDE VELOCITY CHECK DAMS (GRAVEL BAGS) IN BETWEEN 1 NOVEMBER AND 1 APRIL, WHERE POSSIBLE. ALL UNPAVED GRADED CHANNELS AT THE INTERVALS IF THE EXISTENCE OF BARE GRADED OR CLEARED LANDS INDICATED BELOW: EXTENDS INTO THIS PERIOD, COMPLIANCE WITH ALL OF THE FOLLOWING PROVISIONS MUST BE ASSURED. GRADES OF CHANNEL INTERVALS BETWEEN CHECK DAMS 2. PROVIDE SEDIMENT BASINS OF ADEQUATE SIZE TO LESS THAN 3% 100 FEET CONTAIN ALL ANTICIPATED SEDIMENT RUNOFF. THE 3% TO 6% 50 FEET SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER OVER 6% 25 FEET END OF EVERY DRAINAGE AREA PRODUCING SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINED AND 8. PROVIDE VELOCITY CHECK DAMS (GRAVEL BAGS) CLEANED TO DESIGN CONTOURS AFTER EVERY RUNOFF IN ALL UNPAVED STREET AREAS ACCORDING TO THE PRODUCING STORM. THE BASINS SHOULD BE RECOMMENDED CRITERIA INDICATED BELOW. VELOCITY SEMI- PERMANENT STRUCTURES THAT WOULD REMAIN CHECK DAMS MAY BE CONSTRUCTED OF SANDBAGS, UNTIL SOIL STABILIZING VEGETATION HAS BECOME oe4000GRAVEL BAGS, HAY BALES, TIMBER, OR OTHER EROSION WELL ESTABLISHED ON ALL ERODIBLE SLOPES. (SEE RESISTANT MATERIALS APPROVED BY THE ENGINEERING EROSION CONTROL DEVICES AND LEGEND SHEEP 2). SERVICES DIRECTOR, AND SHALL EXTEND COMPLETELY SEDIMENTATION BASINS MAY NOT BE REMOVED ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES MADE INOPERATIVE WITHOUT PRIOR APPROVA THE TO THE CENTERLINE. VELOCITY CHECK DAMS MAY ALSO ENGINEERING SERVICES DIRECTOR. SERVE AS SEDIMENT TRAPS. 3. SEWER OR STORM DRAIN THE S THAT ARE CUT GRADE OF STREET INTERVALS BETWEEN CHECK DAMS THROUGH BASIN DIKES OR B INLET DIKES SHALL BE PLUGGED WITH SANDB ROM TOP OF PIPE TO LESS THAN 2% AS NEEDED AND REQUIRED TOP OF DIKE AS NEED 2% TO 5% 50 FEET 5% TO 10% 35 FEET 4. ALL UTILITY CHES SHALL BE BLOCKED AT THE OVER 10% 20 FEET BELOW PRE ED INTERVALS WITH A DOUBLE ROW OF SAN S WITH A TOP ELEVATION, TWO SANDBAGS 9. PROVIDE A SANDBAG SILT BASIN OR TRAP BY EVERY BELO E GRADED SURFACE OF THE STREET. STORM DRAIN INLET TO PREVENT SEDIMENT FROM AGS ARE TO BE PLACED WITH LAPPED ENTERING DRAIN SYSTEM AND CONTINUE REPAIR AND OURSES. THE INTERVALS PRESCRIBED BETWEEN MAINTENANCE OF THE SANDBAG SILT BASINS DURING SANDBAG BLOCKING SHALL DEPEND ON THE SLOPE OF THE ENTIRE RAINY SEASON AS REQUIRED. THE GROUND SURFACE, BUT NOT TO EXCEED THE FOLLOWING: 10. SANDBAGS AND FILL MATERIAL SHALL BE STOCKPILED AT INTERVALS, READY FOR USE WHEN REQUIRED AS GRADE OF THE STREET INTERVAL NEEDED AND AS DIRECTED BY THE ENGINEERING SERVICES DIRECTOR. LESS THAN 2% AS REQUIRED 2% TO 4% 100 FEET 11. ALL EROSION CONTROL DEVICES WITHIN THE 4% TO 10% 50 FEET DEVELOPMENT SHOULD BE MAINTAINED DURING AND OVER 10% 25 FEET AFTER EVERY RUNOFF PRODUCING STORM. MAINTENANCE CREWS WOULD BE REQUIRED TO HAVE 5. AFTER SEWER UTILITY TRENCHES ARE BACKFILLED ACCESS TO ALL AREAS. AND COMPACTED, THE SURFACES OVER SUCH TRENCHES SHALL BE MOUNDED SLIGHTLY TO PREVENT 12. PROVIDE ROCK RIP RAP ON CURVES AND STEEP CHANNELING OF WATER IN THE TRENCH AREA. CARE DROPS IN ALL EROSION PRONE DRAINAGE CHANNELS SHOULD BE EXERCISED TO PROVIDE FOR CROSS FLOW DOWNSTREAM FROM THE DEVELOPMENT. THIS AT FREQUENT INTERVALS WHERE TRENCHES ARE NOT PROTECTION WOULD REDUCE EROSION CAUSED BY ON THE CENTERLINE OF A CROWNED STREET. THE INCREASED FLOWS THAT MAY BE ANTICIPATED FROM DENUDED SLOPES, OR FROM IMPERVIOUS 6. ALL BUILDING PADS SHOULD BE SLOPED TOWARDS SURFACES. THE DRIVEWAY AND VELOCITY CHECK DAMS (GRAVEL BAGS) PROVIDED AT THE BASE OF ALL DRIVEWAYS 13. ANY PROPOSED ALTERNATE CONTROL MEASURES DRAINING INTO THE STREET. MUST BE APPROVED IN ADVANCE BY ALL RESPONSIBLE AGENCIES; I.E., CITY ENGINEER AND COUNTY OF SAN DIEGO. 1 4b75 4 \ \` \, �N ` �� r IL 1 - 0 ~ 4 ` 5 r 3. 1 \ l 1 �- y ✓ N7 j \ N 52'13'35" W r 3 Pcj \\ n � l r - — — — - - J SUBD/I!lS/ON BOUNDARY `�°S E s�zM 1 E \ \ J . 1 � i:�.EATi V NA.TRA�L 1Q' 1 ' IMD EASE N F ECA O�I(AL ' /L \ R/ =81 . fJ "�_ ! j 1 N0 P PO D D/C TED AL P. \ ` '\ �tAf 1G? 1 ~ — �., N'o`..29375 zp. L * f O i W1DFE PyMC L• M�1 \ 'l \ \\ \ � �0 \ \ 09g � P ~\ , �S( ALE A �1 N r `:AN!`TATTIV\ D /�TRCT NA r y,,,i. i f ---° -- • Dom. 3-31 1 - � _ � � �r f � � .' t �i � i � / i / , f . orc RE VISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE =IGNED BY DRAW" " W 7 1 CHECKED BY APPROVALS J. ARET P. P S. EYLER IED (TRADES TO COUNTY BENCH MARK H -0028 P NS PREP RED U D1JPERVISION OF'( RECOMMENDED APPROVED 4/L 1.1 UK S. W. HODGES DAM, 15' N Z Y OF HORIZONTAL 1 " =40' I' r DATEe ,/SED Sf/EET NOS C/L HWY. BENEATH CONC, FLUME CENTER, ' FTE SHEET /8 HDWL. CONC. CULVERT, STD. TAB Y%D R.C.E. N .� 9375 BY, �� BY, )_tA4'I VERTICAL 1 "= 10' ENGINEER 'E W/— MIr,9 SIECrISA 1938-128 -148 JA�7ES A. LARET + EXP. 3 -31 I (0/2O�O0 DATEi LCTL' SH[< ^uT ELEt!= 148.221, A.M.S.L. DATE /L 0 SE10 �4C S` ROAD 0 • \` - ,'T�_____ RECREA - 7i7A /� TAP /CAL U — l7 ��'� Z OE/CA TT a v � � - r \ W fr .} ' ' ' V r Tj % A( G V ,7f 9 3 �, w 0% j T AM4 2 t LL. ,5 r _ r L1 10 I. L OCIT,' =— i6 .64 OD CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑, z v PUBLIC RECREATI ❑N TRAIL IMPROVEMENT PLANS F❑Ri 0 o FORTUNA RANCH ROAD & 6242 -G 0 z RANCHO SUMMIT DRIVE CITY OF ENCINITAS T.M. 89 -031 SHEET 18 ❑F 29 IL WORK PROJECT NO. 10 (S —ill q a E a M ro M N r 0 0 N N A� 1M` M ON 'A uAI A Mn 'W^ If) W V E W Z 0 a. vei p v W 48' m � � rrz FINISH ROAD ELEV 835 833.79 0 100 =2.2 CFS 83 8 . .L. 8F329 830 EXIST. GROUND AT PIPE q Ha HGL= 829.52 DETAIL 1 - STA.52 +87.71 u RANCHO SUMMIT DRIVE 22'- STORM DRAIN PROFILE SCALES: HORIZ. 1 " =10' VERT. 1 " =4' SEE SHEET 11 �4 m W TOP = 552.12 2'x2' BROOKS 2 v EX /ST. GROUND R/W 3 NN `W' v -4 f0' REC. W mop R�jlr INLET, 19' RT. W I a = 3 1 TOP = 836.50 I -4 ae a a ®O /.E.= 831.46 I �, ae = 2 e L 5? TRAIL ESWr , Ci n W W p 3 W EX /ST. GROUND A T W W� -4 m m O, $ 20 20 � "�N PIPE �l 3 N a a W N �h m \` O N O Q M W 6- 30' 30' W ? W 550 N 13.5 13.5 Q II I ° 835 �.} HGL= 831.59 h N W O EXIST. GROUND , I OLllli 550 s e m I Cy, "i Z AT PIPE 13.5 1 13.5 :, I 1L =551.0 N 83540 835.40 E>' " y h 425.30 h . O 547.01 to TOP =425 5 N 425.30 425.22 Ey W 546 94 547.01 HGL = 44.8 -0.81 a ° If 834.57 X32 m zeE crs 424.47 424.47 a HGL= 546.01 100 =0.8 830.50 18 R.C.P. a boo` ?, 425 00 =1.0 cris o1� =1.o cFS 425 = 546.18 HGL= 828.34 835 m 835 _' HGL= 421.67 v HGL= 831.81 - 832.50 EL= 424.67fi�rr 311C O v 830 HGL= 422.66 '4423.06 __,__ HQ =� 26 °86 CFS e 545 9 90' BEND HGL � - - HGL= 423.08 � �- 1°H�_�� -... ® ^ � 100- � ® I HGL =832. f5 \ HGL= 826.30 0 °8.84 CFS HGL= 421.25 ,� o ^ 0.50' M /N. \ yc W O o $ HGL = 422.47 MIN i m II "� � \ `�� h 830 420 420 W Z a h s I O Q O h o A HGL = 421.39 ti II a o �' W 4i° II v= \ `P W N ch �t II O O 0 W O N O Q •• S a h h a R.C.P. 1500 -D O a Q II II N •t N N N W W II cd ( ) 4 ® "� c �� `a x10 ROCK RIP -RAP = l� N tl II •! et o m II 537. 0 4i 41 N N II _ . W L4 a 36% ®i ^ N .1 U 3 O °(1500 -0) °p PER D -40, /2 TON ROCK (f500_ ®) tV �i W 4i q PER D R40 FAC/NGAP ASS ®S ' 6.50 %P ` W O I N^ L4 1500 -D 18 -18 W l41T1' FXTERICL07H, T =3 ovW 9� 1B° 24 =18" R.C.P. (1500 -D) o O II II 22.50' -18" R.C.P. ® -1.02 R.C.P. 0100=385 CFS W N W WITH FILTER CL , T =3 " �- R.C.P. ® ®S -3.75% 5 -18 0100 =g.84 5 TYPE B INLET 24.50 -18 R.C.P. p 000 ®S°= 26.89% V100 =15.57 FPS S° =3.78% °� ® S =2.0% 1500 -D O .� V =8. FPS 14.5 LEFT o 100 �' 1500 -D DETAIL 2 - STA.49 +17.10 NOTE.• GUN /TE ROCK So =3.75% " 2.00 - 4 R.C.P. ° RIP -RAP IN PLACE FORTUNA RANCH ROAD WILLIAMS TERRACE ® S° =3468% $ �3 o RANCHO SUMMIT DRIVE ®® STORM DRAIN PROFILE s 13 +9 EXIST W 20---,, , N s v =Z 3 STORM DRAIN PROFILE STORM DRAIN PROFILE STA.22 +12.56 s7EEL w.L. II NO SCALE SCALES: HORIZ. 1 -10 VERT. =4 NO SCALE W m m O 359.934 W J SEE SHEET 11 I SEE SHEET 13 5X10' ROCK R/PAP PER I Z SEE SHEET 5 D -40 TYPE 1, TON ROCK eo 360.50 4{97N FILTER CLOTH, T =4' J W (f� 1+37.04 EX /ST. GROUND AT � � I Q -26.86 CLO H. W. = 359.90 Q �' W 360.161 chi 360.01 PIPE ^. J 357.80 f00- W ' V =1521FPS 360 360 30 �'z ^W 4® NOTE AC ni PLADE Gov �_ HG = 355.69 W s � � NZ , a Am t� J'N 0100 -36.15 CRS W F _ HGL EL =35814 -� HGL -�- `�� h 355 35, 12, W O T.O.P.= 354.7*) _ 3 *) NOTE- CONTRACTOR TC= 359.97 1 +2 .2 350 T. OUND TO VERIFY LOCATION > ��"� 0100 =208 CFS A , EX /ST. 8" P. KC. 14 5, EXIST. 8" WATER OF EX /ST. U77LI77ES O 1�a y �'W u SEWER PR /OR TO "� 360 360 W CONS7RUC770N. , �s 357.80 34.00 25.62 5x10 ROCK RIP-RAP 9 5 ' So = 3.02% W PER D -40, H TON ROCK HGL EL= 84 GL EL= 356.47 2 EA 59.62 - 30 R.C.P. (1500 -D) AT INSTALL 5�1 THIGH HEAVY FORTUNA RANCH ROAD ►� 0=3 .15 CLOTH, r =4' H5c �- - - /� 2 0 -36.15 CFS HGL EL= 354.69 BROOM BRUSHED CONCRETE V100 =12.87 FPS TRAIL CROSSING. ACROSS STORM DRAIN PROFILE STA.1 +68.10 355 355 EXIST. D/W SCALE O 7* o� STA7ST D 63 P.C.R., 19.86' L T. NO STA 1+31.39 - 12 L T. CONS7RUCT 7RAIL FENCING ^ 0 SEE SHEET 4 5' TYPE B INLET PER DETAIL ON SHT. 18 BEGIN A. C. ROLLED BERM. ,` O MEET EX /ST. EDGE OF PVMT. EX /ST SEW. M.H. p r EXIST. GATE W/P/LAS7ERS BUILD NEW A.C. BERM AROUND M.H. W W 4i EX /ST .SM.H. PER T.M. 4574 -1 STA.0 +95.28 26.55' - 18" P. � � & A✓UST TO GRADE AS NECESSA 3.02 - f8 R.C. � j , RIP-RAP ADJUST TO NEW GRADE END OF PUBL/D PORTION ®S° =2.0% (150 ®�= 46.03% j� pER D- 40,K114 TON ROCK AS NECESSARY OF FORTUNA'RANCH RD STA.f +68.10 - 28. (1500 -D) W WTH F74 7FR CLOTH, T =3' EXIST. POST _ PER MAP^ 11809 U TYPE HEADWALL E EX /ST DA TO REMA)Nr ' � - -' l � b - D -34• LE =35560 FORTUNA RANCH AD 0100=416 CFS MA 700-WEW REC. 7RAX l V100= 11.26 FPS APPROX.. LOCA77CVV 0& A. C, I TO EXIST. REC. 7RA /L rf' EDGE 60 E N 1 ® ®® 0VERLAYFEATHEI7 CIO jEXST SEW LAT _ _ �R£c ��3f_ 4 STORM DRAIN PROFIL STA.1 +31.39 EX /ST. AS NEC�I -Y 18" R. .P - NO SCALE EX /ST. REC. 1RA /L D Ts�IH A GHT �V T D. GRANTED TO OF ENCINITAS PER SEE SHEET 4 EX /ST. W.M. A -- - (r C 4 N0. -74, O.R. PR07EC77VE POS'TS.._ k- SEC 9 C. 5- 13 -74, O.R. WIDE REC. 7RA /L SEE SHEET 2 EX /ST EDGE PVMT. LEGAL _ C SAW CUT EX /ST. PAVEMENT ° 36 •3 J FROM NEW P.C. R. TO /' 'PPOS£D 30" O i W NEW P.C.R. , 3S/ a' �, R P' CULVERT CONST. t� 8 1 0.E°DEIA/ SHT.19 2 h m to X�SG. 5 k ►A 360.41) D yEMr ° EXIST. PUBLIC RECR?l,� ` m EP �• �' ij�5 pT(ES 380.5 ( .. "� IRA /L DED /CA 7FD° PETi' \ W h am _ N P.M. 17084 TOP =430.5 � � � � W Lr , a f °' �, l 30' 30' obi p W N o W OS rill, G T5 �O / y O =99 7Ns4306 Co 12' 12' to o Z \� � � -- - - 8 U k�j1 I� 1 +\ y 4 30 K S 427.75 427.83 429.47 EX /ST GROUND W Q 42783 O STA.1 +28.57 - 18.95' RT. � AT PIPE C FG 428.64 FG �n W ( N U TYPE HEADWALL PER R.S.D. FG 426.60 °� ^�� 360 �i f �}_ / D -34, L =16 HGY= 424.69 -\ 0 =1.1 CFS -Ha_ U P ��p• �/ � � �; \ � \ 1 1 1.1 CFS 8 * ' EXIS PUBLIC 425 EXIST 6" DIKE DA S z T. DRAINAGE EASEMENT 0 - 700 =11.0 CFS = - i• A.C. BERM I A= 4572'3 ' SIDE 0 DR' W L. MAN yDLE" ---I,=.3O', L= 23_67' \ PALOM .� PER P.M. 17084 HGL= � 1 12_ • f_ CFS _ F' E ADJUSTED` ?0 GRAD _ `` 424.31 HGL = 424.30 I r OUTSIDE OFKiFOB7UNAHRANCH RD. R.O.�AfO' ROCK R/P -RAP PER D -40 ~ N °0' -/ O HGL = 422.67 HGL = 424.08 /- 'EX/S1UYG A.C. BERM _ R = (1E =423.BOf) HGL = 422.54 f PEI fM 4574 -1 - " r.� EX/S2:J WA7FR ' LVE TO TON ROCK W/E/LTER CLOTH T -4 tl N N v _BE ADJUSTED FO GRADE 0100 =36.15 CFS; Yoo =12.37 FPS II 11 II .} �N EXIST. SEW. LAT. AD klST TO '4 N 4i 4i 4i II LOCA77ON OVER TOP OF 18 R.C.P. ROAD p 77NG 6DED/CAL7Lr0 PER \ ~, STA.0 +80.67 \ 12' RT. W (1500 -D,�� " to 14 AS NECESSARY." W (�y f0 -18 25 =18 R.C.P. 1500 -D /� 11809. ? 102.08 -18 R.C.P. 1500 -D p BEGIN A. R.C.P. ® ® S° =1.0% ® S° =1.0% 6.1T W MATCH a. F� S -20% 18" RCP. OFESSI ?_ °- l �^� A. ®;.S6 -1.0% N0.29375 5 FORTUNA RANCH ROAD 9 FORTUNA RANCH ROAD Q �F� m k 5 x10' ROCK RIP -RAP ROAD CONNECTION DET * Exp.33,.11 No 293 s STORM DRAIN PROFILE sTA.19 +06.53 / 18 +00.45 PER D -4o, TON ROCK 12. 10 CFS No.29375 IVI� �q * Exp. 3 -31 -09 * °s`+ O3 NO SCALE N FX7FR aOTH,, T =3' SCALE: 1 =20 '4T ;aF1nt,F ' Vto = 85 FPS,'_ SEE SHEET 4 STgrFOFICAIFP e�� F1c�� SEE SHEET 5 Vt00 DESIGNED BY DRAWN BY CHECKED By RE VISI ❑NS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ARET P. PRAM S. EYLER APPROVALS / REVISED PROFILE ,d 3 COUNTY BENCH MARK H -0028 PLA PREPAR UNDER ERVISION Fo RECOMMENDED APPROVED (BY O. M. W.D.) 1.1 MI. S. W. HODGES DAM, 15' N2 Y OF HORIZONTAL DArEo 1123 o j 3'oy I REVISED PROFILE CL HWY. BENEATH CONC. FZUME CENTER, I (BY CITY ENCINITAS HOWL. CONCC, CULVERT, STD. TAB MKD R,C,E. N❑.i 9375 Byl All ../1/I BYE Cw� 1938 -H28 -148. VERTICAL / / l54C795 SHEET NOS 4 2 A. M. S. L. AME ANLARE T /� /// I( EXP, 3 -31- Ma- DATES -/ 2° ��6 DATE+ -2k -O ' ELE� =x48.221, DELETE SHEET' /9 ___ _ SPGACE W14V SHEET /9A EX /ST. GROUND Wm' AT PIPE 4 a � 70P=560.0 T. f0' REC. 1 20' 1 20' I: I TRAIL ESM a O i FG =558.0 13.5' 13.5' 560 TC =557.7 558.88 55769 TC =55 .76 0100=11.40 CFS 01 -0.77 CFS 0100 =o.» 0FS HGL =5570 ycl �sss. >0 556.93 B.O.P.= 554.52 \ \ s9� _`` HGL= 554.61 555 Z Ha =554. 5L= 555.32 -0100 =12.94 CFS Q o0p O 5 -1D) ! 24.550 0 =188 ' R.C.P. 12' MIAWO e 4i h u5 W ci o v3 h 11.50' -18" R.C.P. ° 4i 4i ®S°= 12.78% h 04 (1500 -D) a W W TYPE 00 INLET O h m Q W /E TYP£ B INLET L =7' 7' WILLIAMS TERRACE STORM DRAIN PROFILE STA.25 +37.50 SCALES: HORIZ. 1 " =10' VERT. 1 " =4' SEE SHEET 13 W 2 a HGL = 548.82 "^i 4i N e HGL = 549.21 � �I � EX /ST. GROUND O m N, a II ® PIPE C - 30 tl^ TOP OF CURB LINE GL =76 "i p HGL = 543.78 r 5 ~ _ 550 z 46 .r A ? 2 • O 0100=12.94 CFS �5 0 ® � Op O HGL = 544.12 0100= CFS h (1500 -D) `? Q W - 0 W 117.63' -18 R.C.P. N ^ 4i 0 So =4.60% Z II a O 199 3o' �18" R. C.P. L,J W O 4i ® So =2.54% w ae Z WILLIAMS TERRACE STORM DRAIN PROFILE w M ON (STA 25 +37.5 TO STA 22 +12.56) a NO SCALE If SEE SHEET 13 J O w Ul CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑, Z \/ DETAIL SHEET 0 cj FORTUNA RANCH ROAD & 6242 -G W Z Lid RANCHO SUMMIT DRIVE CITY OF ENCINITAS T.M. 89 -031 SHEET 19 ❑ , 29 x WORK PROJECT NO 1 CJ o I h o� V y 835 833.68 830 ICJ' F/N/SH ROAD ELEV 833 79 0100 =2.2 CFS •_832.96 ?.•� EX /ST GROUND AT PIPE ¢ HGL = 829.52 DETAIL 1 - STA.52 +87.71 RANCHO SUMMIT DRIVE STORM DRAIN PROFILI SCALES: HORIZ. 1 " =10' VERT. 1 " =4' SEE SHEET 11 W 3' 0 adW-4 NZ oW� �,W 360.5 h ' h C 2'x2' BROOKS W n INLET, f9' RT. W II k 2 TOP=836.50 ' ; p /.E.= 831.46 j ~ W I 3 W ESOUND A 14- h T PIPE Q o,3 4 3 N ``� HGL= 831.59 N W p EX /ST. 0 835 m � �' ^ W � W ATP /P ¢ 835.32 `? 830.50 18" P. V C. B 834.57 W 25 HGL = 828.34 835 835 830 HGL= 831.81 - 832.50 90' ELL HGL _ _ HGL =423 08 HGL ---' HGL = 832.15 , \ HGL = 826.30 TOP= 830.10 MIN o w 420 HGL= 22' -18" R.C.P. (1500 -D) 11 p V W W N 'x10' ROCK RIP -RAP PER D-40, ®So =4.36% 4i ^N tl II 3 `18 -18 D) 4i TER C 12 TUN 0TH, ROC � ao I N 4i 1500 -D " II ; 50' -18" R.C.P. ® .S= R.C.P. � 0100 =3.85 CFS N tr'o 3 0.98% 0 So= 26.89% V100 =15.57 FPS DETAIL 2 - STA. 49 +17.10 NOTE GUN /TE ROCK p O RANCHO SUMMIT DRIVE RIP-RAP /N PLACE. DE o STORM DRAIN PROFILE ST NO SCALE PAh i-4 SEE SHEET 11 1 d' �T ST. ND AT�I 1 V �P£ C ' : 357.80 J ( �a L U-7-5 in 360 '?, 4 d s h h DE, ETED Z 4 TOP= 552.12 it ; 3 EXIST. GROUND R/W 30 Op ARTo m h p N AT PIPE 10' REC. C W R/W ° A 3Qi e Q N W 7RA /L ESMT. mO 10. 5' ., p 550 Nw 12.50' �' i Ii 550 I Ja`qL .30 C ]� %� D% ( 546.18 12.50, O� � ^ �1'.Z.RJl L 47 � ,�55 >.0 �4T.4� 546.94 1 HGL = 546.01 425 HGL _ 44.8 a -� _ HGL =421.6 = 546.18 545 I HGL= 544.12 545 3 HGL= 422.66 423.00 0 7311G o v o 1� - - 0100 =26.86 CFS W "� IiGL p ? ^ 0.50' M /N. \ O 84 CFS HGL= 421.25 � o � o ^ h Q h NV `I• ! �O X31 22.47 420 h 4 ha h o �' a h "� �s I� Gi =c�) w hh II O I.a II II >��,...: N W �o •� ID,. 4i a O 4i 4i I d' 2 4) '�_ 7 UU 0 3 W h�Ll I • II \ 537.5( Lki W~ W I p tl 0 o s =6.50$ � � \ I (1500 -D) 4i �^" W 5'x10' ROCK RIP -RAP MOD. rrP LE 2�i(5o' -18" R.C.P. ~ \ PER D -40, FACING CLASS 9' -18" 24' -18" R.C.P. 1500 -D) ^ W N9TH FILTER CLOTH, T =3' 14r ®sa 1500 -D .� 1. 92X 1500 -D R. C. P. 0 So= 3.75% • g 2.00 = 4" R. C.P 5 -18 =9.84 CFS WILLIAMS TERRACE So= 8% R.C.P. 0 0 so= 34.68% o So= 3.75% V100- ' �'cpS Exrsr. 20---,, n FORTUNA RANCH ROAD STEEL WL � II ST DRAIN PROFILE STA.22 +12.56 W :M DRAIN PROFILE STA.13 +99.40 SCALES: HORIZ. 1"=10' VERT. 1"=4' 5X10' ROCK RIP -RAP PE D -40, M TON ROCK SCALES: HORIZ. 1 " =10' VERT. 1 " =4' SEE SHEET 13 0TH Fi ER cLom, T4 SEE SHEET 5 foo= V100= 15.21FPS N07F GUNI7E ROCK 40 RIP -RAP IN PLACE. ED \ J 3 3 l A-4 1. VG/ /r %J�l 1-01 (�/7 -J \ � s - _ •'3 \ EXIST GROUND H � I - � b � m h h N N ART HGL EL- 355.69 I Q W P =560.0 20' TC 7RA /L ESMT 12.50' -0100 =3615 'v 12.50' ND FG =55 0 HGL EL =35& 14 � AT P /PE 355 - 0100-11.40 5588 _ 55769 355 a 6 36 357.80 560 TOP= 354.7-*) HGL EL= 356.84 -v W I V (TO = NOTE- CONTRACTOR a HGL =557os 'sss,o 556.93 h EX /3 PVC. �EX /ST B» WATER R/FY LOCH nON y �- 9 B.O.P.= 554.52 \ Am o HGL= 554.61 14.5 OF nUT1ES o II WFR PR /OR TO 355 355 555 = -Ha =55,512 0 =12.94 CFS CCNSTRUCnoN. _ loo - 5x10 ROCK RIP -RAP ,� Q ro 5(1500 -D) 12' M/N.COV. 34.00' » 25.62' II ' ' W ^ h ' m o "Mi $ 2iL50' 18" R.C.P. 2 EA 59.62 - 30 R. C.P. (1500 -D) AT So =3.02% W D -40, 0 TON ROCK � � ®S =1 w CLOTH, T =4 II I a o M h h h h INS 5�" THICH HEAVY FORTUNA RANCH ROAD 0100 =361 �c W 2. ' - , - �' 302 _ , P h �� `� ~" 03 Q W 0 N �$ h BROOM HED CONCRETE V100 =1287 FPS ®Sa= -D ® S -46 X10' ROCK RIP -RAP N O II II o- II -40, 114 TON ROCK 11.50' -180 R.C.P. ti o W W IRA It CRO NG. ACROSS STORM DRAIN PROFILE STA.1 +68.10 FOR OAD (1500 -D) W W/TH CLOTH, T =3' 0 So =1278, kN EX /ST. D/W NO SCALE S LE STA 1 +31.39 Q =4 i�2s FPS 1 oo -D%F' W y TYPEINLET STA 1131.39 - 12 LT. CONSIR T nZA /L FENCING TYPE INLET �k STA.Ot83.63 P.C. 19.86' LT. SEE SHEET 4 5' TYPE B INLET PER D AX ON SHT. 18 N C > Q W BEGIN A.C. ROLLED RM. MEET EX /ST. EDGE OF T. EXIST. SEW. M.H. SEE 4 WILLIAMS TERRACE EX /ST. GATE W/P /CASTERS BUILD NEW A. C, RM AROUND M.H. W STORM DRAIN PROFILE STA.25 +37.50 EXIST S.M.H. PER T.M. -1 STA.Ot95.28 & A✓UST TO G DE AS NECESSARY s W ADJUST TO NEW GRAD£ END OF PUBL /C PORnON h SCALES: HORIZ. 1 " =10' VERT. 1 " =4' EX /ST POST PER MAP 11809 � 4 8. f0 - 28.67 L T. z W AS NECESSARY DY TO REMAIN y � ` MATCH NEW R£C.�TRA %RANCH RD � STA.1,E HEADWALL PER R..SD �o., � � �` � � SEE SHEET 13 �W I.£.= 355.60 W a ' ~ APPROX.. LOCAnON OF A.C. Y TO EX /ST REC. TRA /L EDGE 60' DE ENT h� ^ W IN g Lu OVERLAY FEATHER TO,MA -TCH I EXIST. SEW. CAT. PER _ `` 2 EX /ST• AS NECESSARY 1 » - - - T rn "� N 9 W i� Lt' \ EE D T AT.RIGHT T GR D 30' �12'1 rn °o o y EXIST. REC TRAIL, 'y - py OF ENC/ S 1W =4sas h Q o+ �� °o GL =546.82 - r =9.90 CFS \ 12' h EXIST. W.M. AND x I ';� �� >: 0 430 8 y �, o «� z. HGL =549. 21 + h Q PRO7ECnVE PC S' 'v O '� N ® EXIST PIPEGROUND h L.. 9 4v.75 cw o 430 W ° GROUND d � o n ED Q r h EL= 429.67 -4 AT P /PE y W N 4i � by GL= 76 EX /ST EDGE PVMT o EE _ -� FG 64 �G N "� HGL 54378 GE OF PAVEMENT o HGL= 424.69 Fa s 0 O =L1 CFS N = i b _ o - 0. °l f3 0 -HGL = 422.46 Q 426.60 II SAW CUT EX /ST. PAVEMENT 36 =1.1 cFS �-- 5 � 55 FROM NEW P.C. R. TO / PRO 425 _ '� �.a - � � .-- 425 � NEW P.C.R. , / 6' RCP VERT ST. D =�1.o cFS- 0 -12.x4 cFS o' Q 8 ice,. �� 36 SEE SHT.1 /on - 121 CFS G k' o. ¢SJ 6' fl �° _ - I y� =� I I � o foo- h W h E 5�tJ5EV�y1 PAL O / 424.31 30 424.31 0 n o h • a� II �� G 1 MS 360.41) 0 rAAENT "oi £X /ST. PUBL /C RECREAnON W rn HGL = 422.67 HGL= 544.12 O -12.94 CFS h II �O W N WGL= 424.08 o n h 100- (1500 -D W 4 Do �• 1� �S E 5 _: , % r p 1RA /L DEED /CA 117.63' 8D) R.C.P. Q, Ex 0� 360 2 �i N N q h cw a Q Q�R .' ,,: i' •-^"' F N PM 17484 q a ti v v N N• HGL= 422.54 4i 0 o W r F ,• ,�� .r• OQ�� ! :� II I N N N n 0 5p =4.608 a .d •• ^.. r , • • i5 A. L',�, W W 4i II , V• a 6 4 (1,5%7 R.C.P. =8 -18 (1 R.C.P. 5 2. RC n b R.C.P. ® s� _ � � ®So =LO% 6.17 o w �2 W ® s 0 =254% NO.29375 So =2.0X o Exp. 3-31-11 FORTUNA RANCH ROAD WILLIAMS TERRACE o n�� II A 5'xlO' ROCK RIP -RAP �� =` ; .. - , s Ctvti STORM DRAIN PROFILE STA.19 +06.53 / 18 +00.45 PER D -40, ;ETON ROCK d STORM DRAIN PROFILE U N 3 ,, X \ STA.1t28.57 - 18.95 RT.TOI off` NO SCALE WITH FILTER CLOTH T =3' Z N -- / U TYPE HEADWALL PER RsD. A 0100 =1210 CFS (STA 25 +37.5 TO STA 22 ±12.56) D -34, L =16' ��° S A C oNq�� SEE SHEET 5 V100 =6.85 FPS NO SCALE q EX /ST PUBLIC � �� cz SEE SHEET 13 G - DIKE DATA 8 S OF DRAINAGE EASEMENT 8 U \ » E I No.29375 A= 457230 SIDE �0 OR' PER P.M. 17084 Exp. 3 -31 -09 3' 1.5' 3.5' R =30: L =2367' \ ppLV \ z TYPE-8 GRASS U USIED'TO G £ EXIST BASKET BALL HOOP sT c/0- P LINED CHANNEL A Z EX/ NG A.C. BERM TO BE RELOCATED. 5'x10' ROCK RIP -RAP PER D oFCA�IFO� 20' 8" PER 7M 4574 -1. -� i EX /ST. WATER �VALVF TO TON ROCK W�F/LTER CLOTH FIRE HYDRANT 8' REC. 7RA /L BE AD ✓LISTED TO GRADE 0100 °36.15 CFS, Yo0 =12.37 FPS LINE FLOW MATCH STREET / D/7r;H GRADE F O 1' 4' STREET W EXISTNG 60' PUBL /C R AD fV. V 4" THICK `- A. 1' g EASEMENT DEDICATE ER (/ - STA.0180.67 P.C.R., 21. f2 RT. CONC. SLAB 2t '' GRASS LINED CHANNEL. 2" ET Z 2% CUT-OFF WALL IRAN5777ON DITCH TO ~ W MAP 11809. BEGIN A.C. ROLLED, BERM.. �- 05' MATGH DRIVEWAY a': '.I : ��$aN 000 u > r MA TCH EX /ST. A. C. BERM :.: - `'� GRASS LINED CHANNEL 4 CROSS- SEC77ON a . a a 1 g�OFE3la7(}I 7RANS177ON D17CH TO a 6ir 15.' FLUSY/ Z \STA 1128.57 12' RT 12" MATCH DRIVEWAY 6 CONC. CURB W 12 x 6 CUTOFF CROSS- SECnON 5' TYPE B INLET ~ �� WALL QQOFESSr DG REC. L5 % 564 -C -3000 FORTUNA RANCH ROAD �Q s A. L <F DRIVEWAY CROSSING DETAILS 07OFF WALL �„/� F TYPICAL NO SCALE W t4 0. 2375 �4� 9 um :. NOTE.' THIS DETAIL APPLIES AT ALL DRIVEWAYS TRAIL SECTIONA -� a RO CONNECTION DETAIL `�� m a . 3 31-117 ;, ' s SCALE: I"=20' crvse- DETAIL -FIRE HYDRANT Exp. 3/31 3 CROSSING A GRASS LINED SWALE OR CHANNEL. Q N s °sFC�� o GRASS LINED CHANNEL *� J o SEE SHEET 4 NO SCALE 810. oP`'�P w O REIVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY CHECKED BY Q O J. CARET P, PRAM S. EYLER APPROVALS (.I y./ S1"�EFT CITY ❑F ENCINITAS ENGINEERING DEPARTMENT DRAWING N ❑, Z ADDED SHEET 19A. I COUNTY BENCH MARK H -0028 S PREPARED SUPERVISION OFI RECOMMENDED APPROVED DETAIL SHEET t� a ADDED "NOT A PART" 1.1 M/. S. W. HODGES DAM, 15' NY Y OF HORIZONTAL cz z TO DETAIL &PROF /LE. CIL HWY. BENEATH CONC. FLUME CENTER, ' s° DATEI FORTUNA RANCH ROAD & 6242 -G w z REVISED PROFILES. HDN2. CONC. CULVERT, STD TAB M7C0 R.C.E. NO.1 29375 BYI BYI Z RANCHO SUMMIT DRIVE 3 6 ADDED DETAIL 1938 -H28 -148. VERTICAL ENGINEER /11 /L Zo// ��Zg�� Z REVISSOSLIEET.vo�S ELEV= 148221, A.M.S.L JAMES A. LARET ` EXP. 3 -31 2403 DATE, DATE, CITY OF ENCINITAS T.M. 89 -031 SHEET 19A 29 N 0ELL= SHGE1' M.AA 12-1241j1 3 WORK PROJECT NO. 108.99 CL EROSION CONTROL NOTES 1. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PREVENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS THAT WILL ALLOW WATER TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION. 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CREST OF SLOPES. 3. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND HORIZONTALLY AS APPROPRIATE TO BLEND WITH THE SURROUNDING TOPOGRAPHY. 4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN OCTOBER 1 ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITH A HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS BETWEEN OCTOBER 1 AND APRIL 15. APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND THE EXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANKMENT SLOPES. 5. CATCH BASINS DESILTING BASINS AND STORM DRAT TEM SHALL BE INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT OFORKS. 6. GRAVEL BAG CHECK DAMS TO BE PLACED IN A MANNER APPRO Y THE COUNTY DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH GRA S IN EXCESS OF 2% AND ON OR IN OTHER GRADED OR EXCAVATED AREAS AS RE BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. 7. THE DEVELOPER TO MAINTAIN THE PLANTING AND EROSION CONTROL MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF THE SAME BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO REMOVE ALL SOIL INTERCEPTED BY THE GRAVEL BAGS, CATCH BASINS AND DESILTING BASINS AND KEEP THESE FACILITIES CLEAN AND FREE OF SILT AND SAND AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. SILTATION AND SEDIMENT CONTROL MEASURES NOTES: 1. THE SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER END OF EVERY DRAINAGE AREA PRODUCING SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER EVERY RUNOFF PRODUCING STORM. THE BASINS SHOULD BE SEMI - PERMANENT STRUCTURES THAT WOULD REMAIN UNTIL SOIL STABILIZING VEGETATION HAS BECOME WELL ESTABLISHED ON ALL ERODIBLE SLOPES. 2. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE COUNTY ENGINEER. 3. SEWER OR STORM DRAIN TRENCHES THAT ARE CUT THROUGH BASIN DIKES OR BASIN INLET DIKES SHALL BE PLUGGED WITH SANDBAGS FROM TOP OF PIPE TO TOP OF DIKE. 4. ALL UTILITY TRENCHES SHALL BE BLOCKED AT THE PRESCRIBED INTERVALS WITH A DOUBLE ROW OF GRAVEL BAGS WITH A TOP ELEVATION TWO GRAVEL BAGS BELOW THE GRADED SURFACE OF THE STREET. GRAVEL BAGS ARE TO BE PLACED WITH LAPPED COURSES. THE INTERVALS PRESCRIBED BETWEEN GRAVEL BAG BLOCKING SHALL DEPEND ON THE SLOPE OF THE GROUND SURFACE BUT NOT TO EXCEED THE FOLLOWING: GRADE OF THE STREET INTERVAL NO. OF BAGS HIGH LESS THAN 2% AS REQUIRED 1 2% TO 4% 100 FEET 1 4% TO 6% 50 FEET 1 6% TO 10% 50 FEET 2 OVER 10% 25 FEET 2 5. AFTER SEWER UTILITY TRENCHES ARE BACKFILLED AND COMPACTED, THE SURFACES OVER SUCH TRENCHES SHALL BE MOUNDED SLIGHTLY TO PREVENT CHANNELING OF WATER IN THE TRENCH AREA. CARE SHOULD BE EXERCISED TO PROVIDE FOR CROSS FLOW AT FREQUENT INTERVALS WHERE TRENCHES ARE NOT ON THE CENTERLINE OF A CROWNED STREET. 6. ALL BUILDING PADS SHOULD BE SLOPED TOWARDS THE DRIVEWAYS AND VELOCITY CHECK DAMS PROVIDED AT THE BASE OF ALL DRIVEWAYS DRAINING INTO THE STREET. 7. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE INTERVALS INDICATED BELOW: GRADE OF CHANNEL INTERVALS BETWEEN CHECK DAMS LESS THAN 3% 100 FEET 3% TO 6% 50 FEET OVER 6% 25 FEET 8. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS ACCORDING TO INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE COUNTY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CENTERLINE. VELOCITY CHECK DAMS MAY ALSO SERVE AS SEDIMENT TRAPS. GRADE OF STREET INTERVAL NUMBER OF BAGS HIGH LESS THAN 2% AS REQUIRED 200 FEET MAX. 1 2% - 4% 100 FEET 1 4% - 6% 50 FEET 1 6% - 10% 50 FEET 2 OVER 10% 25 FEET 2 9. PROVIDE A GRAVEL BAG SILT BASIN OR TRAP BY EVERY STORM DRAIN TO PREVENT SEDIMENT FROM ENTERING DRAIN SYSTEM. 10. GRAVEL BAGS AND FILL MATERIAL SHALL BE STOCKPILED AT ALS, READY FOR USE WHEN REQUIRED. 11. ALL EROSION CONTROL DEVICES WITHIN THE DEVE NT SHOULD BE MAINTAINED DURING AND AFTER EVERY RUNOFF PRODUCING STOR IF POSSIBLE, MAINTENANCE CREWS WOULD BE REQUIRED TO HAVE ACCESS TO ALL AREAS. 12. PROVIDE ROCK RIPRAP ON CURVES AND STEEP DROPS IN ALL EROSION PRONE DRAINAGE CHANNELS DOWNSTREAM FROM THE DEVELOPMENT. THIS PROTECTION WOULD REDUCE EROSION CAUSED BY THE INCREASED FLOWS THAT MAY BE ANTICIPATED FROM DENUDED SLOPES, OR FROM IMPERVIOUS SURFACES. 13. ANY PROPOSED ALTERNATE CONTROL MEASURES MUST BE APPROVED IN ADVANCE BY ALL RESPONSIBLE AGENCIES: I.E., COUNTY ENGINEER, DEPARTMENT OF SANITATION AND FLOOD CONTROL, OFFICE OF ENVIRONMENTAL MANAGEMENT, ETC. EROS /ON CONTROL STORMWATER PROTECTION NOTES PLANS COUNTY MINIMUM SITE MANAGEMENT REQUIREMENTS OF SAN DIEGO 1. DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME DRY SEASON REQUIREMENTS (APRIL 16 THROUGH SEPTEMBER 30) SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY THE PROPERTY A. ADEQUATE PERIMETER BMP'S MUST BE INSTALLED AND MAINTAINED. OWNER IN THE EVENT OF A RAINSTORM. 125% OF ALL SUPPLIES NEEDED FOR BMP MEASURES SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL B. ADEQUATE SEDIMENT CONTROL BMP'S MUST BE INSTALLED AND MAINTAINED DEPLOYMENT AND COMPLETE INSTALLATION IN 48 HOURS OR LESS OF A FORECAST RAIN. 2. NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY GIVEN TIME WITHOUT C. ADEQUATE BMP'S TO CONTROL OFF -SITE SEDIMENT TRACKING MUST BE INSTALLED AND DEMONSTRATING TO THE SAN DIEGO COUNTY DPW DIRECTOR'S SATISFACTION THAT MAINTAINED. ADEQUATE EROSION AND SEDIMENT CONTROL CAN BE MAINTAINED. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED FOR 15 DAYS MUST BE FULLY PROTECTED FROM EROSION. D. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BMP'S UNTIL ADEQUATE LONG -TERM PROTECTIONS ARE INSTALLED, THE DISTURBED AREA SHALL NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA. ALL EROSION EROSION, USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING ANY INACTIVE BMP'S AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF PERIOD. THIS REQUIREMENT. 3. THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE E THE PERMIT HOLDER MUST BE ABLE TO DEPLOY STANDBY BMP'S AS NEEDED TO STORMWATER REGULATIONS AT ALL TIMES. THE BMP'S (BEST MANAGEMENT PRACTICES) COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED PREDICTION OF A STORM EVENT. ON REQUEST THE PERMIT HOLDER MUST PROVIDE PROOF TO EFFECTIVELY PREVENT THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S OF THIS CAPABILITY THAT IS ACCEPTABLE TO THE COUNTY. CONSTRUCTION ACTIVITIE S ON S T ORMWA T ER QUALITY. TH E MAINTENANCE OF TH E BMP S IS THE PERMITTEE'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMP'S MAY RESULT IN ENFORCEMENT ACTION BY THE COUNTY OF SAN DIEGO OR OTHERS. F. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMP'S MUST COMMENCE IF INSTALLED BMP'S FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE AS SOON AS SLOPES ARE COMPETED FOR ANY PORTION OF THE SITE. YOU MAY NOT ERNATE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO. CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED. 4. 0 JECTS OF GREATER THAN 5 ACRES ADD THE FOLLOWING NOTE: A NOTICE OF INTENT (NO BEEN, OR WILL BE FILED WITH THE STATE WATER RESOURCES CONTROL G. THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS BOARD (SWRCB) THAT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS LIMITED TO 50 ACRES, UNLESS THE PROJECT PROPONENT PROVIDES PROOF ACCEPTABLE BEEN OR WILL BE P ED IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA TO THE COUNTY THAT ADEQUATE STANDBY EROSION AND SEDIMENT CONTROL BMP'S CAN GENERAL PERMIT FOR ST TER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY RELIABLY BE DEPLOYED FOR A LARGER EXPOSED AREA WITHIN 48 HOURS OF PREDICTION (PERMIT NO. CAS000002) FO OPERATIONS ASSOCIATED WITH THESE PLANS. THE N01 OF A STORM EVENT. NUMBER ASSIGNED BY SWRCB FOR PROJECT IS WDID # 9 37S313367. THE THIS LAST REQUIREMENT MAY REQUIRE GRADING TO BE PHASED AT LARGER SITES. FOR PERMITTEE SHALL KEEP A COPY OF TH PP ON SITE AND AVAILABLE FOR REVIEW BY EXAMPLE, IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMP'S IN COUNTY. AREAS THAT ARE NOT COMPLETED BUT ARE NOT ACTIVELY BEING WORKED BEFORE EROSION CONTROL PLANTING A RIGATION ADDITIONAL GRADING IS DONE. OPTION 1 RAINY SEASON REQUIREMENTS (OCTOBER 1 THROUGH APRIL 15) IN ADDITION TO THE REQUIREMENTS LISTED UNDER THE DRY SEASON REQUIREMENTS: ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND GEO MATTING A. PERIMETER PROTECTION AND SEDIMENT CONTROL BMP'S MUST UPGRADED IF SHALL BE INSTALLED AND MAINTAINED AS REQUIRED AND AS FOLLOWS NECESSARY TO PROVIDE SUFFICIENT PROTECTION FOR STORMS L TO OCCUR DURING THE RAINY SEASON. A. GEOTEXTILE MATTING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED STEEPER THAN 3:1 (HORIZONTAL TO B. QUATE PHYSICAL OR VEGETATION EROSION C L M BE IN D VERTICAL) AND E ISHED FOR ALL COMPLETED SLOPE R START OF AINY SEASON. TH MP'S MUST BE MAINTAINED 0 0 HE RAINY N. 2. AREAS GRADED FLATTER THAN 3:1 WHEN ANY OF THE FOLLOWING SELECTED BMP IT MUST BE REPAIRED AND IM VE OR ED W CONDITIONS EXIST: ACCEPTABLE ALTERNA SOON AS IT IS SAFE TO D SO. I UR a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION SHOWS THAT THE BMP, A LLED, WAS NOT ADEIQ T C OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. WHICH IT WAS USED. REPAIRS EPLACEMENTS MU REF E E ROBUST b. IDENTIFIED BY THE DIRECTOR OF PUBLIC WORKS AS HIGHLY BMP IN PLACE. VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE DIRECTOR OF C. THE AMOUNT OF EXPOSED SOIL ALLOW NE TIME SHALL EXCEED THAT PUBLIC WORKS THAT WARRANTS IMMEDIATE TREATMENT. WHICH CAN BE ADEQUATELY PROTECTE DEPL STANDBY EROSION CONTROL AND B. GEOTEXTILE MATERIAL SHALL BE TO THE SATISFACTION OF THE COUNTY DIRECTOR OF SEDIMENT CONTROL BMP'S PRIOR RAINSTORM. PUBLIC WORKS. A DISTURBED AREA TH NOT MPLETED BUT THAT IS N SING ACTIVELY C. GEOTEXTILE MATTING INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDAT MUST BE FU OT OM EROSION IF LEFT FOR 1 MORE DAYS. THE ILITY TO DB TERIALS IS NOT SUFFICIENT FO SE AREAS. D. AREAS TO RECEIVE GEOTEXTILE MATTING SHALL BE PREPARED PRIOR TO I T N MUST LLY t DBII.OYED. PER MANUFACTURER'S RECOMMENDATION. E. GEOTEXTILE MATTING AREAS SHALL BE MAINTAINED UNTIL THE P IS PERMANENTLY LANDSCAPED AND THE PROJECT IS COMPLETED. EROSION CONTROL PLANTING A RI OPTION 2 LEGEND DESCRIPTION SYMBOL STABILIZED CONSTRUCTION ENTRANCE GRA VEL BAG CHECK DAM m m m m SIL T FENCE X X UNLINED SWALE & BERM D -75 LINED BROW DITCH (TYPE B) GRA VEL BAG S/L T BARB /ER LIMITS OF CLEARING & GRUBBING GRAVEL BAGS ROCK RIPRAP PER D -40 VEHICLE & EOU/PMENT STO GE AREA AND MATERIAL STORAG EA THE FOLLOWING BONDED FIBER MATRIX .M.) EC`ONTRO ERIAL B APPROVED FOR USE BY THE COUNTY OF DI ON ALL SLOPE SU F THE PURPOSE OF EROSION CONTROL. THE B.F.M UBJECT TA THEICAN LIMITATION AND RESTRICTIONS; * APPLICATION RATES SHALL BE 3500 POUND ACRE M 2: OR SHALLOWER SLOPES AND 4000 POUNDS P RE S E ST ER THAN 2:1. * B.F.M. SHALL BE APPLIED AT L 4 HOUR F R RAINFALL. * THE SITE MUST BE PROT WITH BROW DITCHES D /OR DIVERSION BERMS AT THE TOP OF SLOPES TO DI LOW FROM THE FACE OF THE SLOPE. * B.F.M. SHALL PPLIED TO PROVIDE 100% COVERAGE (i.e. APPLICATION FROM MULTIPLE ). * F RMANENT EROSION CONTROL PURPOSES, B.F.M. MUST BE INSTALLED IN NCTION WITH SEEDED EROSION CONTROL VEGETATION. * A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE B.F.M. HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL. �µvh w,afpN OQEIOFESs /pygl A. < Fy N 7 w c~ m A # EXP_ * No.29375 ;0 C1 0L q OFCALiF�� sT CIV1� ��P gTFOF CAl\F0� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE %SED Sileer NO AA.ltA 4PRIJ COUNTY BENCH MARK H -0028 -T- SHtaf Z/O 1 1.1 Ml. SW, HODGES DAM, 15' N'LY OF HORIZONTAL 1 "= 40' C/L HWY. BENEATH CONC. FLUME CENTER, HDWL. CONCC, CULVERT STD. TAB MWD 1938 -H28 -148. VERTICAL 1 "= 10' ELEV.= 148.221, A.M.S.L. 1. JAWN&L EMERGENCY WORK IS REQUIRED, CONTACT TOM STAVER, QUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE PROJECT ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE COUNTY DIRECTOR OF PUBLIC WORKS DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE OR NYLON MESH WITH 3/4 INCH MINIMUM AGGREGATE. / 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE EFFECTIVE COVERAGE OF GRADED SLOPES ( 90% COVERAGE PRIOR TO AUGUST 15 AND ESTABLISHED BY OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA, BY GEOTEXTILES, FIBER ROLLS OR B.F.M. MATS OR OTHER MATERIAL APPROVED BY THE COUNTY OF SAN DIEGO. 20370 L xrd,- 3-3,l-w, �LANS PREPARED UND a " /y (, ENGINES MES A. LARET i0i' ��• 0 GRA VEL BAG S/L T BARRIER WITH FIL TER CLOTH -- GRAVEL BAGS OVERLAP ONTO CURB - �9(0 9 M) MIN. RUNOFF GAP BETWEEN BAGS THREE LA YERS OF GRA V , ACTS AS SPILLWAY BAGS WITH ENDS OVERLAPPED GRAVEL BAGS GRAVEL CHECK DAM 50MIN 1. SET POSTS AND EXCAVATE 2. STAPLE WIRE TRAVELED A 4 BY 4 IN (10 BY 10 AND FENCING TO w -rr m uuq =r - TRENCH UPSLOPE FROM AN THE POSTS. h WAY ALONG THE LINE OF POSTS EXIST. FILE USE GRAVEL BAGS OR -�{ 10' GROUND SPILLWAY OTHER APPROVED MAX. or METHODS TO CHANNEL ; lZE RUNOFF TO BASIN EX AS REO D UND FLOW FLOW �W 4 /N (10 CM) 50Af /N __ PUBLIC 3. ATTACH THE FILTER 4. BACKFILL AND 2 -s cou s TRA VELED FABRIC TO THE WIRE COMPACT THE 12' M /N. acr�RE are- n+�ilnu 1VAY FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FlL TER PLAN i SUPPLY WATER j FABRIC �) PROVIDE APPROPRIATE TO WASH WHEELS TRANSITION BETWEEN STABILIZED = iii = iii =li =1 WIRE= lF NECESSARY I !iii�ii= iii =ii =m =m =i ul�il -lu mill m =T� CONSTRUCTION ENTRANCE AND PUBLIC TRA VELED WAY - STABILIZED CONSTRUCTION ENTRANCE and Erosion Control Blankets STAPLES SEE DETAIL ® RIGHT h I'- -2 m 5u mm X 'SJ mm '• - = anchor .rer Ch. t� bt st d th�e y 6er /� \ a e nol eer 4 downslope. if r OR r ma 4 4 44 1.5" - - -- an" �I (40 mm) 1.5" f F ° / (40 mm) 1 r ,t f r //� ter DETAIL - STAPLES i2 r \/t NO SCALE ry 00 r./ ,\ 50 75 mm ove r ISCMETRiC VIEW r j Filter cloth obove r 2 m . a rat at er e \ \z�W�ter� Coble !r--Non =woven eotextile filter V brie under of treatment. fi'" ' SLOPE LII NTS NOTES: NTS i. S ;ooe surface snc!I oe ree of ' cks, CCs, sticks or grass. mots /o'cn.aecs s'r. d. ✓ f'r.ove good soil contact. 2" Ley blonkets :cose!y Oral stake or stccie to mointc:n direct contact with the soil Do not stretch. 9 IN. FILL � SLOPE �.- DRAINAGE NOTE SILT FENCE EARTHEN RIDGE UNLINED SWALE & BERM THE DEVELOPER SHALL EXERCISE SPECIAL CARE DURING THE CONSTRUCTION PHASE OF THIS PROJECT TO PREVENT ANY OFFSITE SILTATION. THE DEVELOPER SHALL PROVIDE EROSION CONTROL MEASURES AND SHALL CONSTRUCT TEMPORARY DESILTATION /DETENTION BASINS OF TYPE, SIZE & LOCATION AS APPROVED BY THE ENGINEERING SERVICES DIRECTOR /COUNTY ENGINEER. THE BASINS AND EROSION CONTROL MEASURES SHALL BE SHOWN AND SPECIFIED ON THE GRADING PLAN AND SHALL BE CONSTRUCTED TO THE SATISFACTION OF THE ENGINEERING SERVICES DIRECTOR /COUNTY ENGINEER PRIOR TO THE START OF ANY OTHER GRADING OPERATIONS. PRIOR TO THE REMOVAL OF ANY BASINS OR FACILITIES SO CONSTRUCTED THE AREA SERVED SHALL BE PROTECTED BY REMOVAL OF ANY BASINS OR FACILITIES, SLOPE EROSION CONTROL MEASURES AND OTHER METHODS REQUIRED OR APPROVED BY THE ENGINEERING SERVICES DIRECTOR /COUNTY ENGINEER. THE DEVELOPER SHALL MAINTAIN THE TEMPORARY BASINS AND EROSION CONTROL MEASURES FOR A PERIOD OF TIME SATISFACTORY TO THE ENGINEERING SERVICES DIRECTOR /COUNTY ENGINEER AND SHALL GUARANTEE THEIR MAINTENANCE AND SATISFACTORY PERFORMANCE THROUGH CASH DEPOSIT AND BONDING IN AMOUNTS AND PES SUITABLE TO THE ENGINEERING SERVICES DIRECTOR /COUNTY ENGINEER. FL^ COUNTY OF SAN DIEGO V Mb, %% _PARTMENT OF PUBLIC WORKS h!o 29375 APP DOUGLAS M. ISBELL U COUNTY ENGINEER Z PERMITS ! EXP. s -31 -11 FOR WORK W// C JURISDICTION F DING clv�� `I N.O.I. N0. WDID 9 37S313367 1rE0rCR\ -\FCC By REZONE PERMIT NO. SPECIAL USE PERMIT NO. TENTATIVE MAP NO. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS COUNTY APPROVED CHA NO. DESCRIPTION: APPROVED BY: DATE: 0 ADD THIS SHEET �LS h�rr /or W CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC- IFICATIONS BY THE COUNTY 0 AN DIEGO IS CONFINED TO REVIEW ONL" OWT AND D S NOT RELIEVE ME. N,� INEER OF WORK, OF MY N ` RES N IBILITES FOR RO E T$IGN 7 = s r,3n BY. � DATE: LA T RC11 ' NO: 29375 EXPIRES: 3 -31 8b , MIT NO. L -1 33rJO 0 Z PREPARED BY: rn CIVIL ENGINEERING'* LAND PLANNING * SURVEYING * G.P.S. SURVEYING Q n 16091 SAN DIEGUITO RD. SUITE C -5 * (858) 756 -9374 00 P.O. Box 9661, Rancho Santo Fe, CA 92067 FAX (858) 756 -423,1 Lv (n l.f1LVI�GV o, APPROVALS Nr -v✓ SHL'E:T CITY OF ENCINITAS ENGINEERING DEPARTMENT ' DRAWING NO. Q E17 S. EYLER Z v VISION 0 : l /1,!,ly RECOMME D APPROVED EROSION CONTROL PLANS FOR: U) Z DATE: so FORTUNA RANCH ROAD & 6242 -G W Lj R.C.E. NO.: 29�3�7�5� BY: , _., � �" BY; A4, M1, RANCHO SUMMIT DRIVE A o EXP. 3 -31- 2983 DATE , ''` , DATE: S /�,/ oz CITY OF ENCINITAS T.M. 89 -031 ® SHEE 20 291z o WORK PROJECT N0. 108.99 QPOFESSIO Z A. y 7` fcA i o I w w No. 29375 m x.3/31/1 3 x W Z ,or CIVIL Z PREPARED BY: rn CIVIL ENGINEERING'* LAND PLANNING * SURVEYING * G.P.S. SURVEYING Q n 16091 SAN DIEGUITO RD. SUITE C -5 * (858) 756 -9374 00 P.O. Box 9661, Rancho Santo Fe, CA 92067 FAX (858) 756 -423,1 Lv (n l.f1LVI�GV o, APPROVALS Nr -v✓ SHL'E:T CITY OF ENCINITAS ENGINEERING DEPARTMENT ' DRAWING NO. Q E17 S. EYLER Z v VISION 0 : l /1,!,ly RECOMME D APPROVED EROSION CONTROL PLANS FOR: U) Z DATE: so FORTUNA RANCH ROAD & 6242 -G W Lj R.C.E. NO.: 29�3�7�5� BY: , _., � �" BY; A4, M1, RANCHO SUMMIT DRIVE A o EXP. 3 -31- 2983 DATE , ''` , DATE: S /�,/ oz CITY OF ENCINITAS T.M. 89 -031 ® SHEE 20 291z o WORK PROJECT N0. 108.99 IUU:10 I VR�Orol Was IN "I'M 1 dr J IMEA ivA ld®ei W�Al P'A i JA u eFS ol Oki" v � m IrlipApoll oil rodIdUrJ ml J s' F 110 i5 INUOWNE 0V juiop'lFifrd"o— ! 3� 416 IP NO. BEARING RADIUS LENGTH DESCRIP77ON 179'36" E - 90.00 '� fN N 17936" E - 90.00 ,d 1012' 11.3 ' 4 d =3 32'51 " 988' 67. 174 A.C. ERM & 5" ROLLED RB A = 474'14" 1012' 74.8 ' MOD ROLLED CU AS d = 272'10" 988' 40.86 N 0:38'12 1E - 189° N 0:38'12 "E - 189. d = 1512'50" 112' 264. d = 15192'50" 983' 258.1 N1424'38 "W - 252° 12' N1424'38 0W - 423°37 N1424'38 "W - 85.00' a ■ ®1�• [ 1', d/. 9a: !'.,p�yi�,rrp{r®'rAp[sf} -;�, i� ■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■_� ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ®li�� ® ®� ■� mm�mmmmmmm�mmm■ ® ®i ®i mmmsmm�® ® mm� ®® ® ®m ®mm®®®mmo•mm®mmm®mmmmsmmo !� ® ®® � �i o�a®e••• ®J ®� ®r�� 1`a� �-- ■■ ■■■■■■■■■■■■■■■■■■■■ � : f■■® / ■ ■ ■ ■ ■.��:® — �° ®�_ ■� ®' ® ® ■m®s � ® ® ®® ® ®� ® ® ® ® ® ®� ®� ®gal°.® ° p�py�® r '>1La ®®o� ®� ® ® ® ® ®® ® ® ® ® ®or � ■ ■ ■ ■ , ■ ■ ■ ■ ■ ■■ F ME —��►r �"'�,'"'" ®' 1 ■ ■■ ■■ ■ ■ ■■ L' �■■■■ F» 7■■■■■■■■■ I�■ ■ ►I ■ ■ ® ®' ®_ ■ ®v ® ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■■ - ■ ■■ I!� ■ ■■ ■iii■ __ ,• .. ■ ■■ ■ ■ ■ ■■ - - - -ow— ® ■ ■ ■ ■`�7■ ■■ ■ ■ ■ ■ ■ ■ ■ ■�■ _ ® ■, ® ® ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■yj— ■,.j, ■,® ■,],rte ■ ■ ■ ■ ■ ■�til ■ ■ ■■ �� ' ■ ■■ VIy'■ ■ ■■ ■ ■■ ■ ■�1 ■ ■■ i ®—----- ® ® ® ■■ • ■ ■ ■ ■�1 ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■� ■_ � ®• �■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ififi�9:6ii /y- °''� ■�i6.� ■ ■ ■�. �y'!■ ■0.7 gq� ■ ■ ■ ■ ■II�J'I ® ®,■ ■ ® ■ ■ ■ ■ ■ ■ ■�I�I� ■ ■ ■ ■ ■■ ®is�Yllff.iiiiOL�fif® [�jp,`I, f�j�_y�� /,r,��' ® /')� /_ ® ®� ®� ® ■ ■ ■■ ■ ■ ■ ■i��yy ■ ■ ■■ . ■ ■ ■ ■ ■ ■ ■ ■��_I ® ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ®, ■�IE �� •• �ia■ ■ ■ ■I� ■ ■ ®/1j`�`■ ■�■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ r C ® ® ■ ■ ■■ ■ ■ ■ ■� ■ ■ ■ ■ ■ap�_� ■ ■ ■ ■``�,.7a ■ ■■ ■ ■ ■ ■�_.� ®_ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■_ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■qt,/■ ■ ■ ■ ■P1 �i'�■ • ■■ ■ ® i— ■ ■ ■ ■ ■■ iy�`�r ® ■ ■ ■ ■ ■ ■■ y � e' 'w�tes$ !!!! ■ ■ ■■ ■ ■ ■■ �� ■.S ®ice. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■L'e'�f� ®i�l ® ■ ■ ■ ■ ■I ■ a r ii311�i1s. ■ ■ ■■ ■�■ ■ ■■ iii ■ . ■_ ®� ■_ ■ ® ■ ■® ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ®mss � ■ ■, ..��_ poi ®®r ■ ■ ■ ■11 ■ ■I■ ■ ■ ■ ■ ■ ®c ■ ■ ■ ■ ■■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ mom_ .�� r ._�® U i ®�^.'.o ■ ■■ !�! ■■ ■ ■ ■ ■ ■ ■ ■■ °asl _ _ _ ■■ ■ ■ ■II ■ ■ ■!i ■ ■i ® ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ,�` ■% ■ ■ ■ ■ ■ ■ ®� ■ ■ ■ ■ ■ ■■ ■ s \ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ � �. ®�:� ®� ■' 1 +�� ■� , ■RIIN.A ■ ■ ■■ iii ■ ■I ® ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■If1i■■ _ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■G� ■�i' ■ ■ ■ ■G7e��i�i1 ■ ■ ■ ■ ■G7►��ir1i ■ ■■ ■ R1■■■ ■ ■IG7'��iri1 ■ ■ ■!� ■ri7i��i1 ■ ■ ■■ �,;mlr� 1 ■ ■ ■ ■ ■G�7r� ■ ■ ■ ■■ ■fie!' X11; P�1■■■■■■ �9■ i^ r; 1■ ■ ■ ■ ■ ■�47P� ■ ■ ■ ■ ■ ■�7:l1�P1 ■ ■ ■ ■ ■ ■■ NO. BEARING RADIUS LENGTH DESCRIP77ON 179'36" E - 90.00 '� fN N 17936" E - 90.00 ,d 1012' 11.3 ' 4 d =3 32'51 " 988' 67. 174 A.C. ERM & 5" ROLLED RB A = 474'14" 1012' 74.8 ' MOD ROLLED CU AS d = 272'10" 988' 40.86 N 0:38'12 1E - 189° N 0:38'12 "E - 189. d = 1512'50" 112' 264. d = 15192'50" 983' 258.1 N1424'38 "W - 252° 12' N1424'38 0W - 423°37 N1424'38 "W - 85.00' a 0 # 13 Cad ' ❑ LOT 33 REST AS ,'A P D DOCUMENT RECORDED MAY 3, 1961 a� E SHEET # 12 o' 40' 60' 120' 160' Y z z AND PUBLIC ASEMENT. AS FILE NO. 76606 OF OFFICIAL RECORDS. T r EA T w 'I I A 1 R�2� 2 I U77LITY f F SES IR E B�OFTERE9 70 THE TO THE OL /VFNHAIN MUNICIPAL HATER D/S7R/CTOPER JA S - / - +-*y t / i 1 INCH - 40 FT. SEE LETTER PERM /SS/ FOR C/TY C/N /TAS ON MAP. DOCUMENT RECORDED DECEMBER 7 1982 Q GRAD /NG AN GONSIRU AON OF AS F/LE NO. 374421 OF OFF/C /AL RECORDS. + /MPROVEr�1E7VS BY S. G.drE DA7FD �, 2 E EASEMENT FOR RE ONAL •7RAAL A el 5 MAY 25, 20®0 OSES DED /GATED ON FINAL ® EX /SANG EASEMENT TO THE OL /VFNHA /N MUNICIPAL `❑ j 20 "�`11�JJDE PUBLIC SENIER BASEMENT CARDIFF WATER DISTRICT PER DOC REC. DEC. 7, 1982 7 AS F/LE NO. 82- 374421 OF OFf1C /AL RECORDS VA(7 /OUS C OAC PROTFCAON STAAON •3 I SANITA77ON D /STRICT DED /CATFD ON f N P. 4 EA WENT FOR INGRESS; EGRESS AND PUBL ❑9 EXIS77NG EASEMENT FOR WATER PIPELINE B[OW- -;OFF SAMPLING STAAONS; VALVE i ❑ f- SE R LINE E ETC. BEL GANG TO O.M. W.D. MAYBE UA TY PURPOSES 0 THE OLIVENHAIN MUNICIP PURPOSES TO THE OLAVENHAAN MUN /C /PAL WA7FR �; H SE SHEET 12 r!ir" AFFEC7F BY Al /S PROCT. ;/T /S 1NE N p S 8' I W TER D /STRCT DED ICA -TED ON FINAL MAP. D /S7R /CT PER DOCUMENT RECORDED JANUARY 16, CON%RA TOR'S RESPONSIBILITY TO I PF REC I A/L 1998 AS F/LE NO. 1998 - 0024166 OF R. ,p• 1 1 5 E SEMENT FOR PERMANENT BIOLOGICAL OPEN o, /DENAFY AND COORDINATE ALL N O m I " 1 E ACE /RRE(CCABLY'OFFERED TO THE CITY OF S G0T7F D,X/S NT5 AND /QR RELOCAAONS OF N y ,1 �- EXIS77NG 20 STEEL Z NC /N /TAS ON FINAL MAP. STA 31-i WI LIFE CROSS/N y ry 4, C 0 I I O.M.W.D. UNIT K PIPELINE SIGN PER D£ A/L SEE SHEET � SDRSD G-?2 �. E A C7FD FAC /L/AES W1A� O. .W.D. V Q ' - 3 •ONCRETE 0 E_ T SER � B WIDE' 55',, 7H/CK.fHEAVY f0 ��TTT RAM C O V 1V11V1I 5 ; _2 I -BR SSING BROOM BRUSE/ED ONCR ., 4 r I I f' VV 11 STA. P qY PER D G EWERLINE.� BROOM ES IAN CR "F N C L/N ;- A.. �; Q , ` A. C. S 2 BACK + 3.90�,_..._e a E AS EQU O R C. _ cn EQUE�'A� /A/1l O ' � � 0 C� � w 5x10 R STA. s �? DRIVE STA.22170 / LlNf Br_, 0 PP W� lP-R E 40 '" __ 7 1 +00 00 SEWERL:NE 4,, ',2 +15• SM.H. NL3 12 /� ROCK R S H f ST EL W.D. �� LO 3 l �I 3.23 5 LINE M.N N0.�2 A. C. SPILLWAY PEl7 D -22 W/ 'x10' ' 15` STA.6+ LU H CONC I / cnI x,3.1 SE R LIFE NO 2 BAeK /NG RUCK f7/PRAP W/FlL TER TA. 234 01.1 P. C.R. URB v (n,; I � EXISTING SD ACCESS —+ STA. + ¢ E , SERE CLOTH PLR DT40 TYPE 2, =1 END I •I� +I A BAG VELOCITY WAIN" �� y; N0. ? K H _ EX/SAAIG 30 PRIIIAlF 'F ~- -0f ROAD TO M S.M 5.5 Cj' N 1V �, ' y,lci � I AM AND SlL T M I 2 r e ` n / + u 12 � E U$HED E -' �� .�--, �•- � , g { ROAD E UAL/TY :t N 6 T G_ I <f'�Ia a IN c� R BR R05SI 5 32;, - EASEMENT PER DOG. N . � 8 WID ? CU I ; , N TRA /L I IEF? (TYPICAL) .,may l � "� • �m 8 Pg1AN C _g �'�` i = r -' - �+ W 89- 152343 REC70ED E REC / XASANG O .W.D. N,� EQU x � R A/L �' S/GN ;�; I mac- : STA. 3f 79. Std � � - " / UNIT AAA /L MAR.';24, 1989. C! CQ' r 1P` 29p 2SM.H. NQ. li I 21 1� -E"I ` ,i:7 I B , QpOFE14 A VEt BAG VEL /TY 4►//� ; 8 WIDE C, IRA 't GRASS LINED CH NNEL S :,.; ilf q 2 CHECK DAfi�' A S/L 1 :• . •.:. •. i TYPE B _r , , .g o m s E" " 1 w m BAR R /Eli /CAI' W _. – — h _ w No.2s M• °__ . -. —�--� _ <. 6 ¢ 375 a ° P. 3/31/13 IS/L FENCE : - _ 2 +' .-' � .L. W OSSING 3 A 31 +95 R _q -PART a EX/SANG 3O`' P /VATF _ _,..: , ' - P ON PILLkYAY NG NOT ROAD do U71LLl �` \ I F.L. - M� -L - [ -�� -- ty- -"" " . {MEE TAIL S 10' N0. 2 q K_40 Z EsISEMf;IVT PER NO. � �'•+ STA.23+ 3 I A 23 - -- - G-_ ` USNED S T. 89- 152.44 RE - . FD, ,,� END 4" • 43 ,i ^ . .. 20 . VL' BRA EPRESS R ROC t N �EGY C ROLLEd BERM g o, Qil h F HEA CREW D SS STA.31 + T pR. T5, FUEL MAR. 24, 1989. N M� R h D 22 W1 ROCK _ W �i CON R GRA SU i CURB OLLED I E•y NIA', RIP -RAP ER D -40, 6 D/ ROAD TO; REMA /N �� / Q v s ' 2 0.2 FD NNEL , gNCNO ND U1 D T 0 n-CAVUN 0 ° �,,Iv v�Ic� 1 4 TON T =2' i 2 h0 'e T:5 -� LINED CHA R STA 9Q RANCHO M� U / EX /ST. VALVES TO BE / A 5 CROSSINGS 3.40 RT , Z u � I CE55' GATE FOR S.D. .d�.E. ❑ P � 31 +� IU Icy STA 241.00 WILDLIfF CRO NG ADXSTED TO FINAL GRADE !� E D£ /L HEF�,2 �'' 3 JAMES �pU COUNTY OF SAN DIEGO (� c4 0.. AJ W.D. (SE T I x �1 Fi - 0 F 0 1 DEPARTMENT OF PUBLIC WORKS Z EXISI7NG PRE ABLE OFFER T I a tJ I S/GN PER DETAIL SEE SHE 3 WILDLIFE CROS ti°� �Pg - DED/CATE REA PROPERTY F " (� APPROVED: DOUGLAS M..ISBEL 3 STA 23 +90 AC',SP /LL SEE DETA /L 1 s ? sr, n, 12 ROADW 4 Y PUR OSES GR TO '+ I 5 F EXIST 24 STEEL O.M. W.D. P 5 , ff SAN` q /EGO NTY PER D -72 W/ ROCK RIP-RA i� , tQ UN /T $PIPELINE 5 WIDE SEWER _ coUNTYENCZNEER W DOC O. 310317 W ROAD AND a PER D -40, No.2 BACK /NG Q (�� £ NG O.M.W.Q• FAC/U77ES CONTRACTOR W [T I LI'B— •75 -GFS SSI STA. ,If $9.9'Z�, REC TRAIL FOR WORK W/ICOUATYJURISDICTION DA 7F- NOV 2 1972 ►"1 y� WIDED AD /AD✓JST AND RELOCA7E O.M. W.D. Z 00 I V'� =7.8 ;fPS 375 0 , . _I 2 , J M.H. N0. 18D ,i - �o• I .. ,9 s FA S /REC7FD BY OMWD ° STA. 23f75 15' RT. - �� c2 BY Date (� EASEMENT NO TES (COIV T.) 3 '�y RANCHO SUMMIT DR; �r 5 f �f Z i 14 EX /SANG EASEMENT FOR POLE LINES AND p• FIRE HYDRANT ASSEAOBLYs s QN No. 293'%5 O• r W 17 o UNDERGROUND CONDO /TS TO SAN DIEGO GAS c� E' CONNECT TO EX /ST. 24 �q 3- 1 -t)9 *' �``" PREPARED BY; Ol W/ 2 -EACH S787L GUARD POSTS ` Of 8i � * EA S MEN T NOTES (CON T.) ' ELECTRIC COMPANY PER DOCUMENT RECORDED I IV \L P 2© ASEMENT FOR PUBL /C SEWER PURPOSES TO 1NE PERMITS COUNTY APPROVED CHANGES g FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF i CL STA 23 +43.19 RHO. `SUM. DR ROAD TO =REMA /N sr OfF/C /AL RECORDS. ar o CARDIFF SAN/TA AON D/S7RICT OVER LOT 33 DED /CA TED APPROVED Z =CL STA 30+00 WILLIAMS IFRRACE = ' . <_ CA�sF ON FINAL MAP. N.O.I. NO. AVID 9 370313367 NO. DESCRIPTION: DATE: 0 21 10' WIDE PUBLIC SEWER EASEMENT TO CARDIFF GRADING EX /ST. 20' PRIVA7F ROAD W (C) Of 0 SANTAAON D /S7R /CT ON FINAL MAP. PERMIT N0. L -1 33550 2� EX /SANG EASEMENT FOR WAIFR UNES AND REZONE PERMIT N0. J r AND UALITY EASEMENT PAN CIVIL ENGINEERING *LAND PLANNING *SURVEYING * G.P.S. SURVEYING w PER TALE NO. 273593 r EX /SAN POWER POLES APPURTENANCES TO THE OL /VFNHA /N MUNICIPAL WATER SPECIAL USE PERMIT NO. 89 -031 ADD THIS SHEET ^ 2© f0' W10E EASEMENT FOR RECREAAONAL IRA /L REC. 4 -29 -63 OF O.R. SCAL -15- -1 "= 40' D /S7R /CT PER DOCUMENT RECORDED NOVEMBER 24, 1971 16091 SAN DIEGUITO RD. SUITE C -5 * (858) 756 -9374 00 I PURPOSES DEDICATED ON FINAL MAP. - AS FILE NO 273593 OF OFF/C /AL RECORDS. TENTATIVE MAP N0. P.O. Box 9661, Rancho Santa Fe, CA 92067 FAX (858) 756 -4231 Lu Lo ° REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ry DESIGNED BY CHECKED BY APPROVALS S►¢ENT CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. N J. LARET P. PHAM S. EYLER Z ADDED SHEET 25A. COUNTY BENCH MARK H -0028 ZR, P E N ER SUPERVISION OF: RECOMMENDED APPROVED EROSION CONTROL PLANS FOR: Z CHANNELS °ASS LINED C11 HWY. BENEATHSCONC,. FLUME CENTER, HORIZONTAL 1 " =AO' DATE: FORTUNA RANCH ROAD & 6242 -G ADDED A.C. SPILL WA YS. HDWL. CONC. CULVERT, STD. TAB M KD W w R.C.E. NO.: 29375 BY: RANCHO SUMMIT DRIVE z z REVISED CURB DATA. 1938 -H28 -148 VERTICAL 1 " =10' ENGINEER t ii q �o'l REVISED SHEET NO'S £LEI!= 148.221, A.M.SL. JA A. LARET I EXP. 3 -31 -2699' DATE: DATE: 4128✓// CITY OF ENCINITAS T.M. 89 -031 ®SHEE 25A F 2 w N IL IOE[.ETE sNr -�rf N` A^ 12/Zb/13 WORK PROJECT-ND .108.99 P :'!� IPA 59 0 9 1� 1p-�wiVoTt i9ff :a 50JI I" PLE At It lk, 4►. V�i IN ,_ :d- L ':, ".�� jai► 3 ;Aw &a AIN IN OM-01 d IN 13 1 �d a