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2003-7847 G (Plans)NoText NoText NoText NoText WORK TO BE DONE WORK TO BE DONE A GENERAL THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE Di ACCORDANCE WITH THESE DOCUMENTS L AL WORK SHALL BE DOW IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION), STANDARDS SPECIFICATIONS FOR PUBLIC WORKS ff ENCINITAS AND THE SAN DIEGO D. EROSION CONTROL CONSTRUCTION (LATEST EDITION) COMMONLY REFERRED TO AS THE 'GREEN BOOK'. CITY [IF ENCINITAS GRADING FOR PUBLIC WORKS CONSTRUCTION STANDARDS (IF THE CITY AREA REGIONAL STANDARD DRAWINGS. ANY CHANCES OR REV NS THEREFROM SHALL BE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVID HORRIGAN AT 760 -634 -4947 (24 HOURS). AND EXCAVATION ORDINANCES AND STANDARDS, STATE [IF CA LIFORN IA DEPARTMENT (IF TRANSPORTATION (CALTRANS) STANDAR PLANS APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. EARTHWORK QUANTITIES AND SAN WATER DISTRICT STANDARD DRAW FOR VA TER TRAFFIC CONTROL LEUCADIA COUNTY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES WATER 2. THE SOILS REPORT TITLED 'GEOTECHNICAL DESIGN REPORT, PROPOSED SINGLE FAMILY RESIDENCE, DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT SEE SHEET 2 DISTRICT STANDARD SPECIFICATIONS FOR CONSTRUCTION ff SEVER. NE CORN ff RANCHO SANTA FE ROAD AND 8th STREET, ENCINITAS CALIFORNIA' ,PREPARED BY CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DOES NOT RELIEVE THE CONTRACTOR FROM SHALL BE CONSIDERED ASSOCIATES, (IF . DAT GRAD MARCH 10, PLAN.2003, PROJECT NUMBER G03 -00208 RAIN IS IMMINENT OWNER'S CERTIFICATE COMPLETING AN INDEPENDENT ANALYSIS [IF THE QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED PART ALL GRADING SHALL BE DONE IN ACCORDANCE VITH THE RECOMMENDATION AND SPECIFICATIONS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED VITHOUT THE APPROVAL [IF FOR THIS PROJECT. CONTAINED IN SAID REPORT. THE ENGINEERING INSPECTOR. I (VE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR Q N TY -UNIT DESCRIPTION STD . D R WG. LEGEND 3. APPROVAL ff THIS PLAN IDES NOT CONSTITUTE APPROVAL ff SIZES, LOCATION AND TYPE WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO COMPACTION AND STABILITY [IF THE SITE. OF DRAINAGE FACILITIES, NOR [IF IMPROVEMENTS WITHIN STREET RIGHT-OF WAYS. SEPARATE THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAIN FALL 788 C.Y. EMBANKMENT (2:1 MAX) - APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION VITH IMPROVEMENT PLAN. DAV �HORRIGAN BONNIE HORRIGAN 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE SITE GRADING. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE DATE, 588 C.Y. EXCAVATION (2:1 MAX) OR - REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION UNFORESEEN -- - 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT - ��� v � 2332 S.F. AC PAVEMENT AND BASE 2" AC 4" CL II A.8 PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL CIRCUMSTANCES WHICH MAY ARISE. NATURE ( ) REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO DECLARATION OF RESPONSIBLE CHARGE 431 L.F. STORM DRAIN PIPE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS PREVENT PUBLIC TRESPASS ONTO ALAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS 8 EA. PRIVATE CATCH BASIN DETAIL "A" ON SHEET 2 DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CONDITION. I HEREBY DECLARE THAT I AM THE ENGINEER ff VORK FOR THIS PROJECT, THAT I HAVE CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN (IF THE PROJECT AS DEFINED IN SECTION 1 EA. CURTAIN WALL S.D.R.S.D. D -38 Q 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING INCORPORATED HEREIN. 6703 (IF THE BUSINESS AND PROFESSIONS COIF, AND THAT THE DESIGN IS CONSISTENT WITH INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CURRENT STANDARDS. 1 EA. CONCRETE LUG S.D.R.S.D. D -63 - - - - - FEDERALI SAFETY AND HEALTH STANDARDS, LAVS AND REGULATIONS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AVAY FROM THE FACE OF THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY [IF 2 . 3 C.Y. RIP PAP ENERGY DISSIPATER S.D.R.S.D. D -40 (TYPE 2) 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE (IF STRUCTURE FOR SLOPE AT THE CONCLUSION (IF EACH WORK DAY. HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 P.M. AND 7 A.M. NOR ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OR WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 213 S.F. RETAINING WALL S.D.R.S.D. C -4 - - - ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END (IF EACH -- - 9. NO GRADING OPERATIONS SHALL. COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT AQUATERRA ENGINEERING INC. 320 LF. SILT FENCE - ONSITE VITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS (40'X)• SILT AND EITHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. GARY LIPSKA ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED 1843 CAMPESINO PLACE 1 EA. GRAVEL BAGS (TWO BAGS HIGH) - VITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAD_ TO PROVIDE EFFECTIVE COVERAGE OF 1843 CA 92054 GRADED SLOPES (9(X. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED 760/4 48 LF. TRENCH RESURFACING CITY OF ENCINITAS 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITH PUNCHED STRAW INSTALLED IN ACCORDANCE VITH SECTION 35.023 [IF THE EROSION AND \ SITE VITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO RECEIVE APPROVAL FROM THE SEDIMENT CONTROL HANDBOOK OF THE STATE ff CALIFORNIA DEPARTMENT OF CONSERVATION. B Y _ DATE,_?12J03 EXISTING CONTOUR `(310) CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING E. HYDROSEED RCE 2 0 EXP. 2/31/05 PROPOSED CONTOUR 310 OPERATION. L HYDROSEED SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6d (HORIZONTAL TO 1L UPON FINAL COMPLETION OF THE OR STEEPER WHEN THEY ARE: THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL ' GRADING APPROVAL AND /OR FINAL RELEASE [IF THE SECURITY, AN AS- GRADED CERTIFICATION A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. SOILS ENGINEERS , CERTIFICATE 120 LF. 4 PVC SEWER PIPE S.D.R.S.D. S-4 (TYPE A) SHALL BE PROVIDED STATING 'THE GRADING UNDER PERMIT NQ 7847 -G HAS BEEN PERFORMED B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT OT EROSION DUE p I, LARRY R. TAYLOR, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE ff CALIFORNIA, IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE TO TOP EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY PRINCIPALLY DDOING BUSINESS IN THE FIELD ff APPLIED SOIL MECHANICS, HEIEBY CERTIFY 1 EA. SEWER CLEANOUT S.D.R.S.D. S -3 ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND ENGINEER. THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE VAS 67 LF. TRAIL FENCE DETAIL V ON SHEET 2 SIGNATURE ff THE CIVIL ENGINEER VHO CERTIFIES GRADING OPERATION. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL ff THE SOIL AT THE OPTIMUM LEVEL FOR MADE BY ME OR RIDER MY DIRECTION BETWEEN FEBRUARY 21, 2003 AND FEBRUARY 22, 2003. 12. IF THE GEOTECHNICAL CONSULTANT OF RECORD IS CHANGED FOR THE PROJECT, THE THE GROVTH OF THE HIYROSEEDED GROWTH. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, VITH MY 1 EA. WATER METER ASSEMBLY O.M.W.D. STD. DWG. 8 -1.1 W WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE ff THE CITY ENGINEER. RESPONSIBILITY WITHIN THE AREA ff THEIR TECHNICAL COMPETENCE FOR APPROVAL UPON 3. HYDROSEEDIING MIX SHALL CONSIST OF ALL THE FOCLOVINGf FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITEE TO MOTIFY THE CITY 1. SEE MIX SHALL CONSIST ff NO LESS THAN RECOM�ME�IDATIONS UDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN ENGINEER IN WRITING [IF SUCH CHAFE PRIOR TO THE RECOMMENCEMENT OF GRADING. A. 20 LBS. PER ACRE [IF ROSE CLOVER INCUR ORATE DING PLANS AND SPECIFICATIONS. B. 20 LBS. PER ACRE (IF ZORRO FESCUE B. NOTIFICATIONS C. 3 LBS. PER ACRE OF SCHDCL CIA CALIFDRlNICA SIGtNtA -- _ P ` --------- -___ -- 1. THE EXISTENCE AND LOCATION (IF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON L T OR a ssE< q� THESE PLANS. WERE OBTAINED BY A SEARCH (IF AVAILABLE RECORDS. TO THE BEST OF OUR A 4 LBS. PER ACRE [IF ACHILLEA E G.E. 7 E. 3 LBS. PER ACRE [IF ALYSSUM (CAR T (IF ff SNOW) c� KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOVEVM F. 112 LB. PER ACRE ff DIMORPMiOLECA EXP. DATE 06 /30/06 ° w 58274 m THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY G. ITEMS C, D, E, AND F, [IF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE � EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS T CONTRACTOR'S AREA BEING HYDROSEEDED IS NOT VISIBLE FORM EITHER A PUBLIC STREET OR RESIDENTIAL TAYLOR - HUNTER ASSOCIATES, I # Exp. �e t STRUCTURES. 818 CIVIC CENTER DRIVE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS IF SAID UTILITIES OR STRUCTURES R ITEM A ff THIS SUBSECTION MUST TO INOCULATED WITH A NITROGEN FIXING BACTERIA AND OCEANSIDE, CA 92054 ��� CNL,%L- PRIER TO ANY EXCAVATION, FOR VERIFICATION AND LOCATIONS OF UTILITIES AND NOTIFICATION APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. TELE 760 - 721 -9990 OF CAl ff COMMENCEMENT ff WORK, L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS THA PROJECT ND. G03 -00208 A. SEVER - CARDIFF SANITATION DISTRICT 760 -633 -2600 WITH THE CALIFORNIA DEPARTMENT ff FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED B. GAS >L ELECTRIC - SAN DIEGO GAS L ELECTRIC 800- 422 -4133 TO, OR PRINTED ON SAID CONTAINERS. „ C. VATER - OLIVENHAIN MUNICIPAL VATER DISTRICT 760 - 753 -6466 J. NOM -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE IMPERVIOUS SURFACE CALCULATION R TELEPHONE - PACIFIC BELL 760 - 489 -3441 DISCRETION OF THE CONTRACTOR. _j E. CABLE TV - COX CABLE 760 -599- 6060 2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 Q �° 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER _�' DRIVEWAY PAVEMENT 2331 S.F. MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPED BY MECHANICALLY STRUCTURES 4260 S.F. WORK OR THIS PROJECT. PHONE, (619) 633 -2770. PUNCHING NO LESS THAN 50% ff THE STRAW INTO THE SOIL. OLIVENHAIN TOTAL 6591 S.F. _ 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CAMS FOR INSPECTION. PHONE (619) z LEUC DIA m RD. 633 -2770. ALL WORK WITHOUT BENEFIT OF INSPECTION VILL BE SUBJECT TO REJECTION AND 3. FERTILIZER CONSISTING OF AMOMONIUMI PHOSPHATE SULFATE, 16 -20-0, WITH 15X. SULFUR BL D Q REMOVAL. APPLIED AT THE RATE ff 500 LBS. PER ACRE. v y C. GRADING L ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY ENCINfTA BEACH 9 Z Q w COU PARK HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND BE PLANTED BY ANY OR A COMBINATION , R OEN WEW RD L ff COMPACTION [IF FILLS AND BACKFILLS AND COMPACTION (IF TRENCHES. HE /SHE SHALL SUBMIT A TRACK WALKING SLOPES STEEPER THAN 6,1. Q m uj GP P SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY (IF , ANY FILL MATERIAL. , , UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND B . RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM A ABOVE. Q OLI VE AI N TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER OPINION ALL EMBANKMENTS AND U ' 2 CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY �� O EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND COUNTY PARK O Q MTN VISTA ri I TE THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. T IED. STILE THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE R THE ADDITION [IF SOIL AMENDMENTS, pH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS < DRAINAGE AND PREVENT PONDING ff WATER. HE /SHE SHALL CONTROL SURFACE WATER AND TO PROVIDE VIABLE CONDITIONS FOR GROWTH. Cn , NEW AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISH WORK ON THE SITE AND SHALL TAKE STATE BEACH BLVD ENCINITAS OWNER AND DEVELOPER: REMEDIAL MEASURES TO PREVENT EROSION ff FRESHLY GRADED AREAS UNTIL SUCH TIME AS HYDROISEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE -11 DAVID HORRIGAN PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDNOSEEDING IS THE �� S PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASER '� Q ? a � 521 RANCHO SANTA FE ROAD 3. ALL AREAS TO BE FILLED SHALL BE PREPARED PRIOR TO PLACEMENT OF FILL AND FILL SHALL OLD `'� ENCINITAS, CA 92024 PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION AND RECOMMENDATION SET FORTH IN THE PACIFIC ENCINITAS TELE, 760 -634 -4947 GEOTECH#NICAL REPORT. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED LEGAL DESCRIPTION TEL 858 -756 -2140 BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. MDSE AND OCEAN LOTS 49, 50, 51, 52 6 53, BLOCK 42 ff COLONY OLIVENHAIN, MAP MEL 287 DESICCATED NATURAL SOILS SHALL BE REMOVED TO COMPETENT MATERIAL AND OBSERVED BY THE IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE ff CALIFORNIA. GEOTECHNICAL ENGINEER. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH ff 12' AND SANTA BROUGHT TO ABOVE - OPTIMUM MOISTURE CONDITION, AND RECOMPACTED TO AT LEAST 90 PERCENT OF cSEA FE D E ANN 265 - 021 -41 THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MOST RECENT VERSION OF THE ASTM D -1557 OR AND APPROVED ALTERNATE STANDARD. P.L. 80, P.L. SITE ADDRESS 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SPOOTH CARDIFF !�, 2300 8TH STREET, ENCINITAS, CA 92024 M DESCRIPTION END SURVEYS AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS 40' 40' �� TIT SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER [IF WORK AND LEFT LE SHEET 1 I MI IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED P OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE VARIES VARIES 3 GRADING PLAM REMOVED AND DISPOSED ff. THE TOP AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 0 4 EROSION CONTROL PLAN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE M Il MATERIAL SHALL BE CLECTED, I�IC /LAITY RAP PILED OR OTHERWISE DISPOSED ff OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE �, �.- " AfO SC&E .��. AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM �? UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ]DEBRIS FILL SHALL BE SECURED FROM THE e� ���'I L I F '�:,r s SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. EXISTING AC PAVEMENT �; � PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT CML QVgHE�MG LAND PLANW s ui = A yvp. ftfia Engineering Inc. TYPICAL SECTION - RANCHO SANTA FE ROAD APPROVED APPROVED REV ED APPROVED * / 1843 Campesino Place Oceanside, CA 92054 AND 8TH STREET s C10- < Tole: 760) 439 -2802 1,4T� OF C AI�F;/ 7. 22 Fair. ( 4"-28W DOE: T❑ SCALE -Z9 � -3 DA E: FIRE MARSH L DATE: I DATE: CITY APPROVED CHANGES BENCH MARK ~' SIGNATURE 6IRES 2 YEARS FROM DATE SIGNED `t uj NO. DESCRIPTION APPROVED BY REFERENCES DATE DESCRIPTION: STO RAIN RIM SCALE PLANNING AND BUILDING DESIGNED Y: RAWN Y: HE KE Y: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z a a , RECOMMENDED APPRO ED HORIZONTAL APPROVAL PLANS PREPARED U DE THE SUPERVISION OF: GRADING PLAN FOR: z LOCATION: 8TH AVENUE 1 N/A DATE: Z 3 '� HORRIGAN RESIDENCE INTERSECTION OF RANCHO A ROAD _ 7847 I ARBITRARY RECORD FROM: VERTICAL BY: 7 / RCE 23080 B1r: BY: LOTS 49 - 53, BLOCK 42, MAP NO. 287 O H N/A TITLE: DATE GARY KA C c*P W ELEVATION: 114.02 DATUM: ARBffRARY EXPIRES 12 31 05 DATE: ___ q� 1 � DATE: 2 6D� SHEET 1 OF 4 C3 CO CJ w ¢...,o1�- PLOT DATE: 7/21/03 EARTHWORK Q U -V TKAV STEED SotJARE tM111E CUT FTC t S TRAIL SLOPE TO OW I% . O�PE To DRA (1% MIN.) EXCAVATION ( RAW): - -- - - -- - - - - - - - - - - - - - 517. C.r................................ SET TOP Of 1 10 BE RUSYi EMBANKMENT ( RAW):............ .................... . C 1f........ . WITH TRAIL SURFACE - COMPACTED SOIL / C014METE fMR ISC PE CLEAR AND GRUB (1.5') ......... X92 - C. Y.) r ................................... fxr ago SLR Nos u�IVERSAI OUTLET I I - NDS 12 LOW PROFLE ADAPTER PAVEMENT SECTION (2 "/4 "):......... 43..C.Y............. • .. • . • .................... . I WkwiPvSLD GRAMME SURFACE PRESSURE TREATED � I I TOTALS : ............................ 466. C Y........... 1069 - C.Y...... - - - OL DOUGLAS FIR HEADER W PVC SANITARY TEE IMPORT: ............................................ ...................IFO?..C,'r,. PVC PIPE > CRUS a STONE -------------------------------- WWM SA1 TA FE 1111W - - _ _ - - - - - - -- -------------------------- - - - - -- \ THE EAR f,>jJANTII`IES SF1OWf1 irERE CAZCUL AITED BASED ON T \\ \\ PRISMOIDAL (CONTOUR SLICE) METHOD. THE QUANTITIES INCLUDE CONCRETE BUILDING SLABS, STREET PAVEMENT AND BASE (RAW) VOLUMES. SCARIFY TREAD AREAS TO 29" OF 6 BM � � \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ COUNT FOR THE IW RELATIVE COMPACTEN AS 1) THE SHRIRDWING ROCKS, CLODS AND ALL LMSIRABLE IN LINE CONNECTION OF THE FINA� EARTH FOLLOVING IT SCTS _ .\ .\ .\ SCALE �\ .\ - \ \ NOT TO \ \ MATERIALS. FINE GRADE AND COMPACT NAT \ / \/� \ \/ SOILS M A 9160 OR SWELL OF THE NATIVE OR IMPORTED MATERIAL DETERMINED IFY "TA t557-7& EVENLY — — — — _ \ ��i \ / / \ ��\ CONNECTHEADER 2) EXCAVATION OF BUILDING AND COLUMN FOOTINGS SPREAD 4 INCHES (MINIMUM) BE GR10HTE \ \ / \\ TO STAKE W/3-16d G00AN17Ep STEEL SOW GRATE 3) SPOIL MATERIAL CREATED FROM PIPE TRENCHING (MISHED OR DECOMPOSED GRANITE VITH MAX" EX GRADE—" � � / 4) PLACEMENT OF LANDSCAPING TOP SOILS ALTERNATE TREAD SLRFACDVG AFTER TESTING )W \` GALVANIZED NAILS. SLOPE M ORA111 % MIR. UK TO DRA (12 MN.) PAD CITY FIELD INSPECTOR. ACCEPTANCE ff NATIVE pox r x e S SAME NATERt - _ I COMPACTED SOIL / CONCRETE Fi11tO5T'APE THE CDNTRACTOR SHALL PREPARE SEPARATE EARTHWORK SUANTITY MATERIAL C_OWACTED AT 90% MAY BE AL OWU \ - CALCULATIONS PRIOR TO BIDDING AND SHALL BASE HIS /HER BASE IM AS FEADER O 36 O.C., NDS 12 LOW PROFILE ADAPTER T E O : \ - " \ MAX. 1? FROM CORNERS k NOS tIIMVERSAI OUTLET EXCLUSIVELY ON HIS /HER OWN COMPUTATION. Q4 8 R NA'T MATEKIAL -ro SECTION TRAIL W PVC ELF If SfA0l�1E; USlift GE0 TC9T1S& NO SCALE AM REMEDIAL GRADING EINFORC.AMENT alt A1NOitd� AiEMTS WOOD HEADER REMOVAL AND RECOMPACTION . - - ....898 - C.Y. - ---- - --- - - - - - - - - - - - - - - - - - • - - ...... - . NO SCALE CU _F END CONNECTION .ENVIRONMEVTAL DATA NOT TO SCALE 1) STEEPEST EXISTING NATURAL SLOPE ONSI I LI 2) MAXIMUM VERTICAL DEPTH OF CUT 3' A A 3) MAXIMUM VERTICAL DEPTH OF FILLS 4' NDS SQUARE GRATE WITH ADAPTER 4) AVERAGE DEPTH OF CUTi 1.5' 5) AVERAGE DEPTH OF FILL 2' NO SCALE Trail Marker. C arson to DtW Side Recreational Marker C 1 B-3066. 66"x3. 75". color: BROWN Available from: Cam0nite l.�ternationa! Corp 10 Bob Gifford Blvd. P O Box 98 - NQTE: DETAIL SHOWS TYPICAL STGNAGE Early Branch, SC 29916 -00" CONSULT CITY FOR SPECIFIC TRAIL NUMBER, DTFFTC'ULTY, 6 PERMITTED (803) 943 -9115, (800) 648 -7974 TRAIL USERS FOR EACH TRAIL SEGMENT. Trail Marker Decals: TRAIL MARKERS SHOULD BE INSTALLED EVERY 114 MILE All sign text to be prepared on presstu sensitive decals. using white century schoolbook letter style, on brown background, and shall be reflective. "NO" decals shall have universal red slash and circle. Product Number DUAL Slut0 FLEXIBLE 1 City Seal CE -2904 3" diameter Teal in color 2904CE�E�`TD Single Arrow RS -102, 3 "x3" two color 102RS Double Arrow RS -100, 3 "0" two color 100RS CITY TRAIL IDENTIFICATION 1 O CHAMFER OR DOME TOP ON POST. Hiker RS - 068, 3 "x3" two color 068RS 1 107 1 O (2) TYPICAL OF02E POLE RAIL INSERTED INTO POST. Biker RS -066, 3 "x3" two color 066RS Horse w/ Rider RS -064, 3 "0" two color 064RS PER MI I I ED TRAIL USERS , No Motor Hikes RS -065, 3 "0" three color 065RSSL (3- x 3" BROWN a WHITE SYMBOLS) 2 3O 5" DIA METER LODGE POLE POST, WITH SIDES ROUTED TO RECEIVE RAILS. SPACE POSTS 8' O.C. PRO I'SI TED ACTIVITIES MAXIMUM. END POST SHALL BE ROUTED TO RECEIVE Available from: C arsotritt International Corp W x 3 BROWN & WHITE SYMBOLS RAIL ON 1 SIDE ONLY. 10 Bob Gifford Blvd. o V WITH RED SLASH) c ti6 a 'r 3 P 0 Box 98 I O Early Branch, SC 29916 -0098 E CARSONITE DUAL. BIDE FIECREATIt7NAL FINISH CRAM. � 803 943 -9115, 800) 648 -7974 MARKER (C18 -3056) (1- 80Q -6d8 -7974) OR O SUB- GRADE. COMPACT O POST TO 90T.. ( ) ( APPROVED EQUIVALENT. COLOR: BROWN Water Bar �� io ® ALL SIGN TEXT TO BE PREPARED ON PRESSURE 4 NOTES: SENSITIVE DECALS, USING WHITE CENTURY FENCE MATERIALS SMALL BE TREATED LODGE POLE SCHOOLBOOK LETTER STYLE, ON BROWN BACKQROM. AS MANUFACTURED BY BVC AS AVAILABLE THROUGH 3 ply 3/8" x 12" high conveyor belt. Attached between two 2 "x6" pressmt treated lumber. AFFIX DECALS TO BOTH SIDES IN THE SAME POSITION. 5 C&E LUMBER COMPANY, (909) 626 -3591 (CONTACT ALTERNATE SIGNAGE FROM ONE SIDE OF TRAIL RICK RUSSI) OR CITY APPROVED EQUAL. Available from: 6 365 5 -A Mar A Mar I nus das t<y Drive TO OTHER. SET CLEAR OF TRAIL TREAD. INSTALLATION SHALL BE BY CONTRACTOR 6 San Diego, CA 92121 EXPERIENCED IN THE INSTALLATION OF LODGE POLE Bill Wilkins FENCING. (619) 554 -1160, fax (619) 554 -1167 CONTRACTOR SHALL INSTALL ALL POSTS PLUMB. POSITION POSTS SUCH THAT RAILS FIT SNUG SO AS NOT TO BE EASILY REMOVED. TRAIL MARKER NOTES TRAIL MARKER DETAIL TRAIL MARKER H TRAIL FENCE NO SCALE NO SCALE SYMBOL LEGEND E DESCRIPTION 51"1111901 10 0 10 20 ELEVAT TOP OF WALL F O O TIN G, TW ELEVATION, TOP OF CURB TC 10' = ELEVATION, FINISH SURFACE FS Scales 1' ELEVATION, FINISH GRADE FG ELEVATION, TOP OF GRATE TG pF�S ,O ELEV ATION, FLOW LINE FL ELEVATION, INVERT CME BCWEiI�IG LM P AMM RO Q �� ups y� OF DRAIN OUTLETE RD terra Engineenn' g Inc 0 m FLOOR DRAIN O m ET Fo 1843 Campesino Place a Ib.2",l080 Oceanside, CA 92054 * DETAIL RU ERE l Me: (Tao) 4,W -202 Fair (7e0) 439-MM sy ctv>t FdQ�\! - 2 OF CALF CITY APPROVED CHANGES BENCH MARK - NO. DESCRIPTION APPROVED BY REFERENCES DATE DESCRIPTION: ST SCALE PLANNING AND BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W APPROVED HORIZONTAL APPROVAL PLA P ARED DE HE SUPERVISION OF: RECOMMENDED GRADING PLAN FOR. LOCATION: DATE 0 3 HORRIGAN RESIDENCE � R5 k INTERSE F C A ROAD N/A 7847 -- G � AL �•. anj RCE 23080 eY: eY: - LOTS 49 -53, BLOCK 42, MAP NO. 287 W Lq RECORD FROM: N/A TITLE: GARY U KA SHEET 2 La ELEVATION: 114.02 DATUM: EXPIRES 12 31 05 DATE:— DATE: I OF 4 HMO PLOT DATE: 7/16/03 , CONSTRUCTION LEGEND DG� OF I I ; P 1 M s', X10 � O 1 ASPWILT PAVEIW Y ASPHALTIC CONCRETE OVER 4' CLASS 1 W OVER 12' PAOCessED SU8c w r FS ' ' - ' .'_- i J - �-� ' / / / `, OR AS DETETBI O BY GEOTECHM('lll DI!Fm «>MSIR ooN - r , I \ ; � _ N73'09' - - - ,_ �� ff Rf1.0 0ATED VmD - ' � / / / / + I 2O ONCREtE F1111NORK: 4' CONCRETE NIH 6'X IM MM OVER 2' ROCESSED 51�t�IDE N _ _ - - - - ' / ' ND WE#98 PUW COIIW J01M AT 12' EO MY ` T EN �.� - -- / ' 3 / r / \ , '� - •" - l EX. OR AS DETERIII O R( GEOTECt'NNf�AL ENGANEER DURING C0167R11= 1 i TB 4 / r } I I / O EMOVE E71ST1NG BERM r / FS / �.---- -�5.0' R s 2,07d r 12 .� ,� � I � I � � ' ✓ � / � ' -�0'9• \ / RETAINING WALL PER S.D.R.S.D. C-4 I ] it ; I I, N I I e / j - - /� 1 � i - - - - - - - - 1 - - - - - - - , �� \ �b� ^ I 50 RETAINING WWALL PER O.M.W.D. SPECIFICATIONS I � / � I I I I I I / / � \ _ r I\ I ' ' ' ' ' ' • • '- � � \ \ I ©TRAIL MARKER (POST) PER DETAIL 'G', SPIFFY 2 AND CITY OF ENCINITAS REQl11RREMDNTS o c a / / , ; � i I I I I I + ( I / / / J• / I i ; " `• „ , � / �lfr} - i � \ , \ \ I • LAND PIANNW I T EARTH BERM PER DETAIL 2) F ° ll .10 70 TRAIL FEWT PER DETAIL 'H', SHEET 2 AND CRY OF ENCIMTAS SPECIFICATIONS FS` 111 c,, 3 C ' I I .1.0 •, , . • \ r Cy - 3 - o , / ; I , ; I , I I I I ( ( I RIDING MID PEDESTRIAN TRAIL PER CITY OF EINCWAS REQUIREMENTS 3 ' I I I I N uLilw ff : ; • . - o ®. ' + ° ° • ` / /� O AND SECTION 'E'- 'E' ON SHEET coo) ¢ �A ' 'I I i + I ' I I'i ' I i ' ' FG 110. 14 �` 11 x o + � ' + \' \ \ ` 1 / / 2 I I a I ; ;I I. ; I +I I'+ i I i i i i / ° . CONERE�TE • P AT ' : N ; TG 110.31 11 '� 1 I ` I / / / / W a EDGE OF NEW AC PAV , �'a - , • • ' S 11.4.0 r + I / / I Q EI�EHT I I ; e 10 ►. \� ° . d ° ° ` ' �°� 4A% FL 107.90 I I / // ►.j I 3 / ' I ti + I I I I , FS 11140 ° CATCH EYISNN PER DETAIL 'A' ON MET 2 i Q I FG i11 /� ; ( ; (; I i I I I I I I i , ,6 .+ Q`I 111.0 1 CURTAIN WALL PER S.D.R.S.D. D-38 a TG ll0. 3042 I FG 111.0, / / // / / 13 DISSIPATER PER S.D.R.S.D. D-40 . LO (TYPE W 5 WIDE, 5 FL 108.8 3.1X +� ,� , � � I I I I I / r r / NG TB 23.66) ROCK: I ( I /' I I; I '� I , I I I I I I 11 I i r I I I I I // '/ i , i , � � / , CI(: 1.4 THICK, FACING MATERIAL I FS / f I I I I I I I ; ; I I I I I I / / I WITH 1.0' THICK, 3/8' AGGREGATE FILTER RAWET ° CONCRETE LUG PER S.DJLS.D . DD--63 3 I � '- A �� /'/ , I i I I I I I I ;� FF 111 .5 15 6 CLFJWOUT PER S.D.R.S.D. S ((WITH H CAP MARKED NORM ORAIN" HP E:3 LL- PA 111 I I �Z °O // I I I I .0 6 FG110.6 I I • , ° • S 110. I I I I I / / / 1 s 6' DETAIL 'G' ON SPIFFY 3 1' WATER SERVICE ASSWY PER O.M.W.D. S O Q 2 / ' r I I I I i i , ID. W. 8-1.1 o I ° o t o ; 4 I T 1 1 1 1 1 1 1 ; SIN E FAMILY RESIDENCE . Q W Z I 4 1 1 1 1( 1 1 ; 3 ', ;' '. PATIO ° AREA; 1 1 1 1 1 /// ; I ® SEINER aEMNOUT PER S.D.R.S.D. S -3 4 Q- = i ?K :r W j �' ;I I� I I I I I I I I I HP 0- FG 111.0 I I I I I 4s� 1 F( 4.51) J 4 CL � � , I , , ; I I FG 110.7 } > +� . ' 41 4 PVC SEINER PER SOR -35, ASTM D3034 AND S.D.R.S.D. S-4 (TYPE A) Cz L'i �Al > 1 ° • c / ►-, W W W° ;I I + I i I I I I I I '� -' j '+ p • 1 ° ° Cu I I I I I /// / 0 TRENCH RESURFACING PER CITY OF ENCINITAS SPECIFICAT�NS °Q� Q►. �W ,// +I II ;I, I I I , , c Y 0- ' A I I I I I / Q ~ + I I I I I / / ® FILTRATION /DESILTATICNN POND (432 C.F CAPACITY) . v f I I I r I• 'a W 3 , / // ' ' _ ' / / I @ POND SPILLWAY: GRADED MISHED AGGREGATE I Q W 0 � I I TB (123.48) � / ,' , I � � � � � ` \ ', ', " Z ; 41 IE 109.Ot LATf112AL � ',` I I ( I I / / , I FS / / , ; I I; 146f 1 1 ` + ; - - - - - - - - - - �, , I I I I I / / / / (3/4 TO 2 NOMINAL WAIETER) 4 r� 41 1 / 1 l I I I 40 PIMP+ ER T O C I / r 1 4 SE E S ATE AL i? 2)! F f W 4 AT R J, T T ', '' ', TG 110.09 ' + ' ' + ' 4.77 , FL 107.43 I 3 FENCE /' I r // / I I I I I II' / /� I EX. 14 IE 114. END 28 I I /� SEE NOTE 3 ' I I ! 1 ; TG 110.32 �; ; FS 11:0.90 '; I I I ( I I I(, / / I I I S.� I Y ENCROACHMENT COVENAN I I , 1 1. I ++ II I ( / ;' FL 108.35 11 +; • 1 � ` , I I I I ( I / / / 2, SHOUL -i6` PAVED -- �� _ _ � - - - SHALL BE OBTAINED FOR �' E��, I I ', I I I ; I ( r ; 7.42'-6' PVC ', -- - - -, PATIO •AREA , I I I I I / / / / /I I I SECTION I WORK IN THE PUBLIC I 30 /' A t ( I I I I I ( I + / / I I - RIGH W I / I 1 1. ;I 1 1 1 1 1 1 1 ! 1 I ~ 0 . . k • o �- I I I I I // // I 1. <) I / f ' I I I I I I I I °' ti FS (104.28) I ! E L -= -Ir - -� - - --I- ( -t -� t -� --I- ', I 'FS 110.90 °� ; I I I I I F �1 / I _ f t+ 2 FL 108.27 WORK HOP I j / - C STORM DRAIN CONNECTION 2 / 6 I I'I 1 1 1 1 1 1 1 1 ; F F 11 .5 I M I N I I I / // EX. GRADE - � NO SCALE � NMi CROSS SLEPE VARIES AS NIM I �/ / �I ' I I I I \� �, / SECTION "D DRIVE 4. TB I /I I; I I I I I I I I I ; //X ' ' I I � I I � ; I I �'' f FG 111.0 FS (123.07 , , _� $ � I I / /// l i 0' ' ' ,4� , ' ' '' , 2. 'I' T' / / I NO SCALE I' /// I' I I / // I ' +14 + �"� 1 I I / / I F D TD 907 I �- �� y \ LO',C \ -' I FG 110.66 / , I 't . I �asl , \ mfr '' N I I / / / X FS 111.45 ARI SLOPE ARIES 2� 1 MAX) \ ` \ , f it + i ' + S 110.21 If If / \ \ � ,� / / /I I G DETAIL: EARTH BERM FF 111.5 \ K\ \ \ ll 14 / / / r \ 1 \ \ 1 � \ \ • BERM NO SCALE PAD 111 .0 \ \ \ \ \ \ /� / / / / / / / EL 5.50 3 I \ \ �\ \ \ \ \ I / / / �►� / .6 > BERM I I � \ � I / f / / . F 16 / T 1101/0 GARAGE i \ \' \ _ \ \ \a \ \ 16 I -' ; / /' / / ��/ lNi / FS (104.01) F F 10 JO _ - / j F 105. C 04.43) AVEME I• / I ; I I P I I I F , $ ti\ \ ;\ \ I , NT I I I I I 4 \� $ \ \ \�\ V \ '. \�\\ \ \\ I! � v -- / / may / /^ III I _ - / TB 6' THICK GRADED CRUSHED AGGREGATE FS i / 1 T U /�/ f j I ; i \ I F \ \ i\ \ \ \� j / - / ( I � I / / / / I !� „i NATIVE MATERIAL 3/4 TO 2 NOMINAL DIAMETER) FILL COM HE I I 122.92 /r / I I I . \ \ \ \ \ \ ^3 / , / i / \ \ \ y / I / PACTED /. ✓ p 12,, I f 3. ' -6' PVC I � \ r ' � `� J \ \ \ i ; `� � i I I fl I� / �/'� I I I I I I 1y0'r+ 1N► �` �' �' I I I / / ✓ I SECTION F SPILLWAY ., / / � I \ I + I I I ,I I \ �\\ \ O 9� 13 I I 1 //� N \ / 0 SCALE aI II - 67,95' -6� V VC �_ h�� �' \ \ I I F 10 I o a% 4 r ,' ¢ /� , � I , +� �, ` t � \ _... � � S 111.03 �\ �g 4.37 , o , ' , � �L ,�0 � �� - 12 2.50 .ol I s \I �� 1 � w \ �f� -',� I F 1 � I ,� �, 1 I _ - /F 'c 4 43) / 2.51' NOTE S °s ' V fR �,� >` k ` �,� - L - , + I �- �� _ / - - - 1 ALL PVC ORJNNAGE PIPES SHALL CONFORM 1D SDR -35 PER ASTM D3O34. M I •, / (`\ \ '° \ \ \ \ f� ` ` _ - ` - - - - T- _ - - - i ` -- \ �3' h 7370'23.1 oR SNARE - LOK F4 AS MMI JFACTURED BY INC (AASHTO M25Z TYPE S) I 1 -- _ - ; - �'- 70'23 139.9 \ 8 . T BERM / / 2) LENGTHS ON DRAINAGE PIPE ARE FROM CENTER ON STRUCTURE TO CENTER ``' TB < - 3.1ll , / �� \\ \ \ ', \ \ \. 1 ' J ; / / / 3) CONTR � VERIFY INGtIZDITAL MID VERTICAL LOCATION OF EXISTING UNDERGROl1ND I FS / / ! \\ , ` \ '� / ; / , / SEVER AND STORM DRAINAGE SYSTEMS PRIM TO TREINCHING FIR NEW TB / .� \ � \ ' /' COINNECTDyG FACILITIES. IN THE EVENT ACTUAL LOCATION VARIES Sl[GND= ICANTLY FROM THAT z / / _ � 3 V / SHOWN IN PLAN, THE ENGINEER IF WORK SHALL BE t�TIFIED PRIOR TO PROCEEDING / ► I // / /// / SYMBOL LEGEND SYMBOL \ \ / / / DESCRIPTION I I I \ _ T _ - _1_p_ _ F 108.12 I ; / / ELEVATION, TOP OF FOOTIN TF cu TB , \ � � �� � : %�, � �` � � /,`/ ; � ��, - -- ELEVATION, TOP OF WALL TW INTERSECTINN F \ g ELEVATION TOP OF CURB TC x - _ FS (122.44) _ , ,� \ ,' 42 �/_ ,/ / /�/ / // ' ' w a `� s b 'I� ELEVATION, FINISH SURFACE F S 4 WAY STNP G -\ (13.0' TB (12.3)' ! ' �QV N`iP F G r 4. TB X. R MH I TB TB 1/.` \ TB FS 1 ELEVATION, FINISH GRADE FG ) - y FS (12184) � � � � 3 � FS (1 ) FS (106.4) � 4 + `,- - --� -�� g y ELEVATION, TOP OF GRATE TG F (121.08) FS No 2M ELEVATION FLOW UNE FL IE 114.85 � � I ( � S ; 9. + `�\ `� ', S (113.73) \ '\ - ', _ � - + - � - --=r - --� - - `� T ' \ _ - = _ 7D ELEVATION INVERT ELEVATION IE CIA ENG l l \ \ \ _ + --r- - - INEERMIG I E ' ', ', `\ ` '� , -� - + 87 (6') ' , , + \ + - ' • -` RNI DR IN 0.8% + (REF. - &f DWG. IRO. CS -025) + \ - \ - �. * * ROOF DRAIN OUTLET RD a terra Engineerin lnc. I VALVE _ + _ �- - ---T- - + g , , 6 RCP S -O - --t - FL - IO . � Crvt� FLOOR DRAIN O 11T1 FT Fp 1843 Cam esino Place - - + - - - T ` ` SEE N TE 3 P - ✓ ��5g ', TEMPORARY + SHALL BE OBTAINED'.FOR ++ ++ ` ' ��'r� ETAIL LABEL Oceanside CA 92054 , , 0 \ \ + 1 8T S' � ��...�_ DETAIL REFERENCE C Tele: (980) 439 -2802 I + ! -'� , +` �- + BENCH MAR ', WORK IN THE PUBLIC ` \ +\ HEFT NO. Fax: (980) 439 -2888 3 10 ' 0 l0 20 R T \W S I TE R PLAN 2 CITY APPROVED CHANGES - Scaler 1' = 10' - BENCH MARK SCALE: 1" =10' �a N0. DESCRIPTION APPROVED BY REFERENCES DATE DESCRIPTION: STORM DRAIN C OUT RIM SCALE PLANNING AND BUILDING DESIGNED BY: RAWN BY. CHECKED BY: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. Z aj Cu HORIZONTAL APPROVAL PA P EPARED DER HE SUPERVISION OF: RECOMMENDED APPROVED LOCATION: 8TH AVENUE 100 FEET EAST OF GRADING PLAN FOR: z < W y UC7 1'= 10' DATE 8 S o 3 LOTS HORR 53 R B OCK 42 MAP N0. 287 7847 - G C INTERSECTION OF RAMC SANTA FE ROAD �� - oc ARBITRARY BY �i' /'� RICE 23080 BY: BY: Li L , (4 RECORD FROM: N/A TITLE: � _ GARY SKA a C �' ELEVATION: 114.02 DATUM: AR BITRARY EXPIRES 12/31/0 DATE:_ DATE:_ 2� 3 SHEET 3 OF 4 PLOT DATE: 8/5/03 C3 CO I I DGE OF PAV1EMENT 1 i I I I / / / / / / / / / / / J 1 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO i 1 FS AGGREGATE CRU ON OE PE MIN) TG 110.09 (1 .4 - -- -- \ - �� ' I r // // II /I 1 GRAVEL B GS 1 I _ - - I I / / / / 1 4 BY 4 IN (10 BY 10 CM) THE POSTS. PO LOCATION OF RELOCATED VIM F EN F NC N73 X39. - - - j I / / I / / I / / / / 1 I ( ) O TRENCH HE LINE OF POSTS E FROM AND ----- - - ALONG THE LINE EX. WGGD F G RE T I FS (123.64) / ' 1 1 50 / /S 2.0'I IF- AT CH BASIN / // / 2 r/ i t; ,. i ° ° •° °° °.II F ° 11 ,70 < / / _ I / / / / / //> I PLAN VIEW ,D W t 3 • - // 4 IN (10 CN) I I o m FSa11L1•D ° I - tt ]� v FI. II I I I I FG 111.0 I ` I HP I I . ° ' ° • ° J ° ti / / // / /// 2 LAYERS 3 ATTACH THE FILTER FABRIC TO 4. BACKFILL AND CO N Z I I ( I I - - - I / OF GRAVEL BAGS MPACT THE Z TEA I I II I I I l l i l I I I FG 110, 0 ~ 4 - ° 1, I / / / / __: .= ; ,� _ ED I T A 0 1NJE R E°T•E • • ° l / /� .� _ +-- _ Y =• (TYPICAL) EXCAVATED SOIL. PAT . °I THE WIRE FENCE AND EXTEND N - - / ' I TG 110,31 / / _ UNLESS OTHERWISE LAJ / I II 1 I ( , I I I I pi. , 01• I / �O; • ° ° - a o IFS 1`11.40 ° ' FL 107,9 1 �// // / / I ��� .`c •ice• j NOTED I HE TRENCH. IN T w QJG j o+ FS 111.40 I° ° °� 4,0% I I / // I "� :�� =• I / (0 0\ 1 FG 111.0 l I 32.58 � / I I / / / ; �� %�� �� � �� � � � � �� � � • T 3� aj • I j 1 I / / / / � ,�,��! %�i %� %� BELOW GRADE X /✓ I I i 1 1 G 110 3 //, 1 F G 111.0 I I I 1 / /// I`i�i�i K I I FIL TER FABRIC 1) .� w FL 108.8 3.1/. .�����i =: -... Y I I I I I I ► 1 I I 1 I t (/ / // SIDE VIEW I WIRE TB (123.66) I / I I 1 I I I 1 I 1 .� // // I NOT TO SCALE �_ I k Fs I I ' - f / /I I i --� / // / / /� CATCH BASIN BERM T / I I Q / 11 il o I I I I I I I / // / I 4 I ' I r/ FF 111,5 I I 27 - HP ~ i � / SILT FENCE i / / / / /, I N I I 1 PA 111.0 I . I FS NOT TO SCALE 110,9 ° I FG 11 0.66 .I / / // // /� I 4 I Q Q Z /T 11 0 I 11 li i I I r _ // // / I V I / / I I SUPPLY WATER TO WASH SPILLWAY �, o = a / II _ - 17.5 t I I I I SIN E FAMILY REkIDENCE °.' ,p �� , / // // WHEELS IF NECESSARY J Z �j I J V I// I / / /// // /� T I °� t PATIO r'►REa / USE SANDBAGS STRAV BALES II I U 117, - I 1 > W Q I I I I ( I - HP 1 > I I \ ° ° ° 1 _ (40 .97 / FS (1b4,51) ' II t I FG 111.0 OTHER APPROVED METHODS I W Q Ti�A(� II I ' ' ( + + FG 110.7 1 1 1 \ o ° (•• o / / / / / /) II TO CHANNELIZE RUNOFF TO GRA VEL BA Q.) / I) I I I I 1 I I 1 0\. 1 \ \ ° ' \ ° n, / / / / / / 1 I ' 3 BASIN AS RE(XJIRED. \ FS 110,9 -_ l II I I \ / / TB (123.48 j j ` i 1 1 1 \\ \ I I / // // // I I �w FLOW FLOW g h R GGREGAT / 1 CI, 21 � � I / / I ( II i I� I - - - - - - - - - -®� 1 \ \ + 1 I - _ 1 / / // / / ,I I � v� -�' qtr � r►M) �� / / / COURSE A ' 1 _ �/ // / / /� I . ,8'TH 9 1' 4.77 I FL 107.4 I / I / / / / 1 - = 1a y / / / / / / / / / / ERSION RIDGE TG 110.32 / / I I DIV � / / / / / A I I \ I • o FS 1H1.90 I I / //� I I RUNOFF 11 1 .3 1 a ° 0' MI 11,501 FL 108 I I 1 ° `1 it 7.42' -6' PVC 0% I - F S 111 - - - � - - - - - -, � PA TI D ' R E A � + _ - (/ / / / / / / / / / � ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE ENTRANCES, 1 ( ( } e 1. I .5 \ • w ° • ° ° 1 / / ACCESS ROADS PARKING LOT ETC) SHOULD BE STABILIZED GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS / / / / / , , ACTS AS SPILLWAY WITH ENDS OVERLAPPED / 1 IMMEDIATELY AFTER GRADING TO PREVENT EROSION AND DUST / I CONTROL. SITE ENTRANCES AND EXITS ARE ESPECIALLY I I y I � 1 1 1 1 \ I I °: 1 ° °; 1 N - / F/S � 4!`/�) / / I FS (104,28) C FS 10 1 - , / I IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING FL 108.27 I WORK HOP I � 1 - / /// // //� � SEDIMENT OFFSITE. p GRAVEL BAG CHEVRON FF 11 .5 I , , 1 _ , , // // ^ 4 / / / / / / //� CCESS STABILIZATION DETAIL NOT TO SCALE TB I / �/ I I I I 1 + I ` FG lll.p I I I I // // / // NOT TO SACLE 40 (123.07) I// 1/ S I le 1 .4� (A I I I I Z I I 2.0% I HP / I/ I I I I I I I FS 9 1 •I I FG 110,66 / f / I FS 1111,45 \ 11\ �flfO� 1 �1 o I / / � /i t i / II d I I I I \ ° • I - / ► ,B •• � I ' '/ ' '/' EROSION CONTROL LEGEND / I II I 111 ' \ f\ \ \ II � � + � I \ \ S 110.21 ° CON � o // \ DURING CONSTRUCTION \ �\ � � S 110,14 FF 111.5 + I I , / / / I o CATCH MM BERM DETA� '�' ON SHEET 4 I I I I I I I I \ \ � \ �\ \ \ \ \ \ � \ \ TOP OF BERM I - _ I�/ / / // / / A I I I I I I I I I I PAD 111. I \ \ \ \ \ \ \ \ G 110.50 SIL FENCE It TAt '1r' ME I I I I 1 110!10 \ \ \ \ \ \ \ \ \ I I F X) / F l010%70 o GARAGE ► F�. _ 1. � _ _I - \� \ \ \� 6 � I I � I �`` / / /� FS (104.01) I I r I I P I I ` s' �00 blvd CMG OCM PER WX V ON MT 4 • \ I I -- T oo �, / I i Y I I I I I I 5 , I I G J \ \ \ \ \ \ / / / / / / / I ® SLOPES TO HAVE HYDROSEED MIX APPLIED PER NOTE 'E -3 ON SHEET I I / I \ I \ \ \ \^ ` \ \ \ �\ �pQ / / I FOR BEST MANAGEMENT PRACTICE. CONSTRUCTM BMP'S MAY BE FS (122.92) I / I/ I 1 A I I I I F �•, \ \� FV / // // MODIFIED AT END OF CONSTRUCTION. . FS 23. /ij>l 23.03' -6' PVC / // `�I SEE EROSION CONTROL NOTES ON SHEET I _ // /I /a1 S1 ° if S 7 I ►\ / I I I � / I \ I \ I I\ I I \I \ ' Lou I \ I I \ F� 1 - i /// / / l \ \ I \ 1 I� - �, +• ,� I \\ �C , \ �� / / POST CONSTRUCTION /. - `4' V / ® FILTRATION /DESILTATION POND (432 C.F. CAPAOM / / / / / w / I IV I \I A I II o I 1 67.95 gPVC @3. 0 85 ►- / �, 1 ^ / / s1 POND SPILLWAY: GRADED SHED 9 FS 1 03 I �tio o q`� 4.3% I o 0 0 �\ \, L I „.. // / 2.50` (3/4' TO 2' NOI� K DIAMETER) .51 r LAJ - . HF BERM y I N7370'23 " 8 � EROSION CONTROL PLAN / I - N7370 23 139.91 ' 1 ' TB (123.11) / / t vy, v l �� lo�.so I �� / / �/ // / /� SCALE: 1" =10' FS I----- -�3.0' / / / IF 12 �� A �� , vv \ ► I f / / / / /( / /// is FS (122. 4 / / �ri \ y \ �` \ � \ \ \ 1\ I I C I / // I/ EX. S \ / y I I ` \ �� �� �4 �I I / / / / // ,' SYMBOL LEGEND a I IGN \\ \ \ I - / / / / //� ELEVATION DESCRIPTION SYM TOP OF FOOTIN T BOL � _ I , F i � F 7 _ S� 8_ 108.12 I I I I /� / // // / I I / /// % / / I 1 ELEVATION, TOP OF WALL TW TB ( l \ \ \ '\ \ \ ' I / / / it/ / / / ELEVATION TOP OF CURB TC x FS (122,44) , \ F\(I"o• 7) / / r G I TB 1 TB 13 B 104.65 1B M,411"' - ELEVATION, FINISH SURFACE FS FS (121,84) \ \ TB ( J7 (12,3)% 1 - _ ELEVATION, FINISH GRADE FG TB (110.0 �1s,0 • 4, ) �S ( 102. TB FS -- r TB (119.26) \ FS (1 (1 07.60 FS (10(.41) 4) ELEVATION, TOP OF GRATE TG 1 2) 1 - _ (1 1 - ` - I FS (121.08) 1 9.8/. FS (11 ) I I \ \ S (113.73) \ \ - 1 - _ _1_ - - - - C - rt - - - - - pfESSr I \ \ - - � ELEVATION, FLOW FL - _ _ QR ON LINE c LNO 10 1 0 1 10 0 1 \ \ \ \ - - -� - - \ 1 . 7 (6'> 1 \ _ i / .�Q��c Y � Fyn, ELEVATION, INVERT ELEVATION IE \ 1� -_\ 1 , R STO RhLDR IN a 10.8/. (REF. ON C TY ROOF DRAIN OUTLET RD DWG. CS 025) 1 - �, \ \ t� FLOOR DRAIN OUTL FU ® e to E/lg lee %l l/lC. _ , l \ ` - 1 esi e_ ` - � -- , 1 1 � Na x o Sca le_ 1 - 10 _ _ _ - - -�- - 11 55 ' TEM'DRARY \ 1 1 1 SEE N TE 3 \ 1 \ \ ETAIL LABEL Cam � 0 ea is de, CA 9205 -1� X0 1 8TO .S �T 1 1 \ \ \ DETAIL REFERENCE C 1 1 1 I BENCH MARK 1 \ \ 2 HEET NO. rd (7so) 439-2802 - � � � � -1- � L 1 \ �: ,(reo) 43 -2888 i 1 1 1 1 1 1 1 \ `"r Ci v 11 P`.?P FGF o' o CITY APPROVED CHANGES BENCH MARK z cA LL Z U� NO. DESCRIPTION APPROVED BY REFERENCES DATE DESCRIPTION: STORM RAIN OUT RIM SC PLANNING AND BUILDING DESIGNED BY: DRAWN BY: H KED BY: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. zap PLA S P EPARED NDE THE SUPERVISION OF: RECOMMENDED APPROV D "' LOCATION: 8TH AVENUE 100 FEET EAST OF HORIZONTAL APPROVAL EROSION CONTROL PLAN FOR: Z � INTERSECTION OF RANCHO SANTA ROAD �'= 10' DATE: 5 0 3 HORRIGAN RESIDENCE 7847 L y 3 ARBITRARY VERTICAL BY; �" RCE 23080 BY: BY LOTS 49 -53, BLOCK 42, MAP NO. 287 W N RECORD FROM: N/A TITLE: �1d�� // _ GARY SKA ¢ cn c W ELEVATION: 114.02 DATUM: ARBITRARY EXPIRES 12/31 05 DATE:_ DATE: La ,tc2 SHEET 4 OF 4 c c w PLOT DATE: 8/05/03