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2004-9117 G (Plans)WORK TO BE DONE GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT, TITLED GEOTECHNICAL INVESTIGATION, 236 AND 238 ANDREW LANE, ENCINITAS, CALIFORNIA, DATED NOVEMBER 2, 2004, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU1ONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (%) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMIITEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE 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 OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 6993 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED "AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. NPDES STATEMENT /SPECIAL NOTE: NPDES PERMIT NO. 9 37C331850 DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER NO. 99 -08 -DWG (N.P.D.E.S. GENERAL PERMIT NO. CAS000002), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE -OF - INTENT (NO) WILL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED NO /FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 9117 -G, AND BY SWRCB ORDER NO. 99 -08 -DWG, AND ANY SUBSEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL PROVISIONS AS SET FORTH IN SECTION C.7 OF SWRCB ORDER NO. 99 -08 -DWG. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH AND IMPLEMENT REQUIREMENTS OUTLINED WITHIN THE CALIFORNIA COASTAL COMMISSION COASTAL PERMIT NO. 00 -251. BARRAT AMERICAN INCORPORATED BY: Ahalir& DATE: G. BECKER, VICE- PRESIDENT SITE Lp COSTA AVENUE :AV V ANDREW o Z` 0 y z Q o ASNB�R OCEAN '' y o m � UCpD1A o � 0 z VICINITY MAP NO SCALE i REVISIONS MI m 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FOR THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHAD_ BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DON MACKAY AT (760) 431 -0800 (24 HOURS) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. 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 CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN 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 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 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: SEWERS LEUCADIA WASTEWATER DISTRICT (760) 753 -0155 GAS & ELECTRIC S.D.G. &E. 800 422 -4133 WATER SAN DIEGUITO WATER DISTRICT 800 422 -4133 TELEPHONE PACIFIC BELL 800 422 -4133 CABLE TV COX CABLE (800) 221 -4188 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. JP ENGINEERING, INC. CIVIL ENGINEERING m LAND PLANNING m SURVEYING 4849 RONSON COURT, SUITE 105 SAN DIEGO, CA 92111 (858) 569 -7377 FAX (858) 569 -0830 ENGINE OF W oz Z.� ®S FILE CODE: J.H. PALACIOS, R.C.E. 32031 DATE 717 -04 APPROVED DATE REFERENCES DATE BENCH MARK SCALE AUrI - /per! ER NORTH COUNTY VERTICAL CONTROL BOOK, NO OC 0145 LOCATED ON LA COSTA AV, BRIDGE OVER AT &SF RR ON HORIZONTAL N/A SW CORNER OF CONCRETE WALK STANDARD DISK FOUND FLUSH WITH SURFACE. VERTICAL N/A ELEVATION = 59.308 OWNER'S CERTIFICATION WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY, AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. G. /JACK ECKER, VICE- PRESIDENT DATE SOILSENGINEER CERTIFICATE 1, HAZE RODGERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,, AND I, MICHAEL R. STEWART, REGISTERED GEOLOGIST, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILMECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON NOVEMBER 2, 2004. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED BY- ` dA e . DATE: I -{Q 01) HAZE ODGERS, IfCE 66161 SIGNED BY: y __ DATE: ),p-pl� MICHAEL R. STEW , CEG 1349 LEIGHTON AND ASSOCIATES, INC. 3934 MURPHY CANYON ROAD, SUITE B -205 SAN DIEGO, CA 92123 TELEPHONE: (858) 292 -8030 PROJECT NO. 040812 -002 DECLARATION OF RESPONSIBLE CHARGE No. 66161 Exp. (v -30'Ok THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OF ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER RESPONSIBILITY FOR THE PLAN OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OF BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY. � r DATE: 61.r ZS OS JORGE H. PALACIOS RCE NO. 32031 _ JP ENGINEERING, INC.�7 1 • PF11n P ,` c . 4849 RONS r,• ON CT., S1E. 205 SAN DIEGO, CA 92111' (858) 569 -7377 a� Rsa w 1213ii0fi {�! ESTIMATED QUANTITIES: EXCAVATION: 58 C.Y. EMBANKMENT: 7,777 C.Y. IMPORT: 7,719 C.Y. NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES SITE ADDRESS: 236 -238 ANDREW AVENUE ENCINITAS, CA BARRATT AMERICAN, INCORPORATED 5950 PRIESTLY DRIVE CARLSBAD, CA 92008 TELEPHONE NO.: (760) 431 -0800 R 6" MIN. TW ELEV. I SHOWN ON I PLAN : SHOWN ON PLAN SWALE 0 1% MIN. TOWARDS C.B. SUBDRAIN PER SOILS ENGINEER RETAINING WALL-` TYPE 3 PER STD. DWG. C -3 TYPICAL SECTION A LEUCADIA WASTEWATER DISTRICT BY: Y J&17i`P ST177VEN L, DEERING CE 26514 DATE: 1(12 y 10.5 SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED PLANNING AND BUILDING DEPT BY: V9 • �4(}�j -Jj DATE, (12.0fQs NO SCALE HYDROSEED 1. HYDROSEEDING 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 HIEGHT IN FILL AIRES. B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: A. 20 LBS. PER ACRE OF ROSE CLOVER B. 20 LBS. PER ACRE OF ZORRO FESCUE C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA D. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) F. 1/2 LB. PER ACRE OF DIMORPHOLECA G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH 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 APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: A. TRACK WALKING SLOPES STEEPER THAN 6:1. B. RIPPING AREA THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY- A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SAUNE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 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 SECURITY RELEASED. As- smmA.sb r-LOvoeo ASA& AP& LsM2rW* To Z'T6M5 960=700 HeotE OAT. * A FORT MS St" MADE 10 AS •O V=7 ANY 0 Yt611 ,4ggA$, E-xeArr -mit PIxvATE F040 WAY OP ft-41-60 WAY, 0*xV4v 45 AND CARAVEL PAVE D=t4A&g SWALE SAP P"A5, CCAML LANO SeLfMON5, zNC. v4?%LL NOT 66 LXAIA -& 1011L I" DE57iMt AND Ex25ri146t L00V=XOf6 Of' WT.S 1-'i AND 9 R SUBDRAIN PER SOILS ENGINEER (TO BE INSTALLED IF THE GRADING FOR THE ADJACENT FUTURE PADS IS NOT DONE TW ELEV. 6" MIN. SHOWN ON I PLAN TF ELEV. SHOWN ON PLAN SWALE @ 1% MIN. c TOWARDS C.B. EXISTING RETAINING -,- \-SUBDRAIN PER WALL WITH FENCE SOILS ENGINEER RETAINING WALL TYPE 3 PER STD. DWG. C -3 TYPICAL SECTION B NO SCALE I CONCURRENTLY) 1-- 6" MIN. TW ELEV. I FUTURE PAD, SHOWN ON SWALE @ 1% MIN. PLAN TO DRAIN THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING COMMENTS, CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER. 1. CITY OF ENCINITAS STANDARDS 2. CITY OF ENCINITAS GRADING ORDINANCE 3. THIS SET OF PLANS 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 5. THE SAN DIEGO AREA REGIONAL STANDARDS DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS 6- SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES, INC., DATED NOVEMBER 2, 2004. 7. LEUCADIA WATER DISTRICT STANDARDS AND SPECIFICATIONS 8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS. LEGEND STD. DWG. EXISTING CONTOUR ELEVATION - . . . . . . . . . . . . . - - -73 PROPERTY BOUNDARY . _ _ _ . . . . . . . . . LOT LINE - - - - - - - - - - - - - - - - - - - - - - - EXISTING EDGE OF PAVEMENT - - - - - - - - - - - - - - - - CUT BANK (SLOPE AS NOTED). . . . _ . .2:1 MAX. .. FILL BANK (SLOPE AS NOTED) . . . . . . .2:1 MAX_ _ _ _ - _ DAYLIGHT LINE- - - - - - - - - - - - - - - - - - - - - - II CUT AND FILL LINE - - - - - - - - - - - - - - - - - - - - - C F PAD ELEVA11ON . . . . . . . . . . . . . . . . . . . . . . PAD 75.0 (n PROPOSED FINISH GRADE ELEVATION - - - - - - - - - - - - - - PROPOSED MASONRY RETAINING WALL - - - C -1, C -3 - - - - - PROPOSED CONCRETE DRIVEWAY . . . . . . . . . . . . . . . . PROPOSED GRAVEL PAVE DRAINAGE SWALE- - - - - - - - - - PLAN SOILS ENGINEER F FLOW LINE ELEVATION - - - - - - - - - - - - - - - - - - - FLOW LINE - - - - - - - - - - - - - - - - - - - - - - - E- EXISTING SEWER MAIN . . . . . . . . . . . . . . . . . . . S RETAINING WALL SEE PERMISSION TO GRADE W EXISTING WATER MAIN - - - - - - - - - - - - - - - - - - - - TYPE 1 PER (SAME OWNER: BARRATT) CD EXISTING WATER LATERAL AND METER . . . . . . . . . . . . . STD. DWG. C -1 - -- OHU- EXISTING OVERHEAD UTILITIES - - - - - - z EXISTING GAS MAIN LINE . . . . . . . . . . . . . . . . . . G EXISTING GAS METER . . . . . . . . . . . . . . . . . . . . EXISTING STORM DRAIN PIPE - - - - - - - - - - - - - - M.H. O EXISTING SEWER MANHOLE . _ _ _ _ LD Q O EXISTING STORM DRAIN CATCH BASIN - - - - - - - - - - - - - PRIVATE CATCH BASIN (BROOKS 3636 OR EQUAL) Cn PRIVATE CATCH BASIN (BROOKS 1212 OR EQUAL) PRIVATE STORM DRAIN (HOPE SMOOTH FLOW OR PVC SCH. 40). :TTY OF= ENCINITAS ENGINEERING SERVICES DEPARTMENT PRIVATE STORM DRAIN CLEANOUT- - - _ _ . . S -3 . . . . . PROPOSED FIRE HYDRANT . . . . . . . _ _ - WF -01. . . . . DOM PROPOSED WATER SERVICE. . . . . . . . _ _WS -01_� AS- 6U=-- d Rl;iM -M NOTE ON 4HLLT L iEG�ROZnIb AS- BVtLTS Fop- 9nl 1o2 -;23 -13 STEVEN R• X0AA pXA (,bJz.H DATE CAA5TA1. LANA s0A0mOAl5, =,uc 513 INS V - z CV G') O z SWALE D 1% MIN. - TOWARDS C.B. EXISTING GROUND .. LEGAL DESCRIPTION Q L A PORTION OF THE SOUTH HALF OF SECTION 33, TOWNSHIP 12 Z (n TF ELEV. 0 o0 SHOWN ON SUBDRAIN PER DIEGO, ACCORDING TO PLAN SOILS ENGINEER W Ln (Y __ 0 ASSESSOR'S PARCEL NUMBER: 216 - 052 -09 RETAINING WALL SEE PERMISSION TO GRADE Z Z TYPE 1 PER (SAME OWNER: BARRATT) CD STD. DWG. C -1 CD - z LLJ W 1- r TYPICAL SECTION C LD Q ID NO SCALE Z Cn SEE SHEET 2 FOR LOCATION OF TYPICAL SECTIONS SAN DIEGUITO WATER DISTRICT BY+ DATE: /�f C2S SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED ENCINITAS FETE DEPARTMENT BY: DATE; SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED APPROVALS PLANS PREPARED UNDER SUPERVISI ❑N OF RECOMMENDED APP DATE ; ce ZJ- -OS BY: � BY: - G R,C,E. NO, : 32031 DATE: 2 JORGE H. PALACIOS DATE; 3 ®`" EXP, 12 -31 -06 WORK PROJECT NO, ISHEET'1 OF 5 _ W O z � O .. LEGAL DESCRIPTION Q L A PORTION OF THE SOUTH HALF OF SECTION 33, TOWNSHIP 12 Z 1 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN STATE OF CALIFORNIA, 0 o0 DIEGO, ACCORDING TO -- UNITED STATES GOVERNMENT SURVEY APPROVED OCTOBER 25, 1875. (Y __ a ASSESSOR'S PARCEL NUMBER: 216 - 052 -09 Z LW z LLJ W LD Q ID Z Q = :TTY OF= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, LL1 Q 0- GRADING PLANS FOR: CITY OF ENCINITAS TRACT NO. 03-009 9117 -G WORK PROJECT NO, ISHEET'1 OF 5 � T r I Nk PJrI, RUTH J�r 33 FUTURE FUTURE � - - - -- A.P.N. 216 - 410 -05 - - -- OT 6 LOT 7 LOT 9 k �� k _ A.P.N. - 052 -08 \ II P .9 N PAD 78.0 ^� Ad 79.5 PAD 78.9 ^ CE 89.87 ^xx 93.00' 04.20' ^ 92.68' ^�. TW 8 4 8.33 ^ TW .00 �� _„�TW 79.33 i LL, k �� XIS ING A.C. DR E O LSi N .87' 54. 38.73 8511' 19.09' \�E TI k, M PORARY CLF/AN O r v � M ^. M k M `„� BEEMOVED. GR DE AR TO D o M k r ^ M M M TOWA M o� J 1 �I n IE �A.89 / � nk ASPH k n n sl k � k n n k' k ASPH x / �� c.7 ( _ \ 6" 12" TEE / N15'03 " 415.18' N dr j 6 - IE 70.88 -- -- - - -- A.P.N. 216 - 410 -04 148.57 72. 123.84 117.77 PROPOSED 10' STORM DRAIN U / 1 12 "x 1 B. 3 12 "x 12" C.B. 6 EXIS NG CHAIN LINK E G EASEMENT FOR PUBUQ HIGH Y AND EASEMENT TO BE GRANTED TO O - ° 12 "x 12 C.B. 12 "x 12 C.B. 12 "x 12 C.B. 5 (� 12 "x 12" C.B. FEN E TO BEOREMOVED ;.:; v INCIDENTA POSES GRANTED TO THE COUNTY TG 74.0 TG 76.00 TG 74.60 n ^ OF SAN DIEGO, DED Od*ER 30, 1928, IN \ PARRATT/ AMERICAN AND /OR NEW v \ ^ TG 74.50 TG 74.00 4 IE 70. IE 75.5 IE 72.93 7 .60 ^ - � ! WNE�OF ADJACENT EASTERLY � ' k IE 71.58 72.25 IE 72.36 75 k ,� � �� �R, k i BOOK 1539 OF DEEDS, GE 282 AND RECORDED - /PROPER,4 A.P.N. 216 - 052 -08) „ o ^h. h NOVEMBER 1, 1951, IN BO 4279; PAGE 268, N PRIOR f0 THE SALE OF LOTS 3, k PR POSED 12' x 12 C.B. BO RECORDS. ^ I DRAINAGE TG 75.50 k 4 AND 5 WITHIN THIS MAP /I E 'S NT IE 73.50 O' x 12" C.B. n 74.00 3 2 N PAD 75.5 �� �� k IE 70.16 k o ^ °° °o a k D 75.0 + / Z / N PAD 76.5 � 'PROPOSED ° "NO PARKING RIVATE DRAINAGEN o F.H. k ASEMENT x �" N �y ALLOWED" SIGN 16 ' ► 1' (STING 1 FOT EA T UBLIC UTILITIES ^ WAT R METER •fir y° pt 1S 6N C �) 0 �1f oo GO CIONSOfJDATEDP GAS SANO ELE C COMPANY, y RECORDED JULY 16, 928, ID} �0.0K- -1499 OF DEEDS, EXISTING GREE USES AND ( G y�G�•� > '°�' h W ^�� gVC ° o PAGE 2 60RD5. M I ¢ GREENHOUSE FO S TIONS n ) IET141 -RE lql ; TO BE REMOVED 93.22''v / _d 8B h�9 �� l l l \ \ i ' ( ° a GO 'be C-4 sEj 1 it �6 N 95 EXIST. p % k o N ?� ?x N 2 +001515 �' A� c i fir, 20.14' 2% 95.48' oCA 76.19 29.28' J/ LOT J IE 68.86 a 96 rn m HP ?S BC 2+70.48 % N 1 4; ^ 1 9 0 ^ ��t.P.N. 216 - 410 -03� 51.56 n,6 A$3it 75.90 L,' >t's Ol o 66- 75. vv 15� 74. k °° k ASPH k Qv 4 ,� 1> 5 E FISTING 4' RETAINING ' �: /¢ V �k G 2k9 �\ WALL W/ 6' WOOD FENCE PAD 75.0' n MON TOP TO REMAIN k N ,��' 31.7 \\ ai P P �V P .7aAti l W r cJi 6 w J ui EXISTING DEEP NED �i 0 BOILER ROOM 0 BE� 3 0 3s c- s`\ PR 0k X8.1 f cn m so a co 7 REMOVED Ty 00, k4 5G' :/ >a WATER EASEMENT GRANTED TO SAN m 267 6 W ss da DIEGUITO WATER DISTRICT PER n k (7 - -_ >7 74.73 G 3 M l 'S.� -oo '' i' NG ELECTRIC z �' ill k 12' 12" C.81. \ lG ��.65 BC 3 +66.59 x15G �y 73 F o TG 84.00 -fig- p0 N 1N 74.40 74.49 9 x 7.56 FL 73.53 - 6• 0 1� y.og 0 32 N /,a 2 I EXISTING TELE- k (CONC) 0 01' J7y�3 w t' 9 COMMUNICATION 00 45 d PAD 7TJ.0 ^ �° 7 ^ ti RISER 112 71' EC 4+11.66 A} o _ _ y9 `j t J - 73.50 � � M - -. _- �R PUBLIC SEWER E MENT EXISTING 2" WATER METER p -- �s PER ( #17558689) TO B REMOVED, cn d-T DOC. NO. 2005- 0047327, AND 2" WATER SE VICE TO E a � �7 P /\ rJ > r r Z ,� a ' 5' k 9` ► $ y0, �� ^ REC. JANUARY 19, 2005, O.R. ABANDONED ATM IN ^ > ISl.7 P A r � 0 , TG p k F1 z? . �$' 3f o . k $o { P WER POLE IE -1 .36 k EXISTING CON RM� .� e, _ ��� v PUBLIC UTILITY AND EMERGENCY A.P.N. 216 - 410 -08 ` ATER TANK AN o�Gl o ACCESS EASEMENT o Lt MP TO BE REM rn y� ' 73,y h - ? ) �iRR�A D IN ON i�0 l ,e r. J *73.7L 6 115.00' w ^� t7 L� o / SEE SHE 3 k W 7 �1 EXI G AS��.HHALT C 36 "x 36" 1� x TO B REMOVED C CATCH BASIN WATER METER o I' 1 °� 11--- 1 - U 11 72.1 L i (TYP) PAD 75.5 ��. �; - -m k _ _ - _ _ -02-66-12-75 DA HT LINE OF qu ?/ < a N z i/i 12•• 12" IE 67.23 ti o- - - - -- " ° k -- M cv k TG 4.50 N ^ °�° co 1ti ^� 1� o k 3 1 C>° x- k k �� r a 7 IE 6 36 = k a ^ o o o 19 ��� /�� J J o 0 �15� PAD 74.0 k ' ^� P� ° ISTI �° L Ass ryo j ' = ~' k k a / Z n% ti 2 0 ENCE` O MO �2. F� ( C' 1�6- ' w ^ _ �� PREVENTER TO BE REMOVED o o N OLD 4" BACKFLOW EXISTING 21 "x 21" � � _ �° �; l w \ PILASTER W/ LIGHT 12 "x 1 " C. k 1ps 10. 1 RIVA ° T' ^N �, ^ 71.9 NG L LZ (CONTRACTOR IS REQUIRED / TO REMAIN o E 6542 ° 10' P IIYATE ° EXISTING E E 6 DRAINAGE EASEM 6 N 12 1 " C.B. ^ q TO VERIFY THE WATER N DRAIN^ E EASEMENT EXISTING RESTROOMS i k RODS N O k IN \ EXISTING 3" PVC ti I G 81.7 ^ ABANDONED SATTEMAIN) ^ STRUCTURE TO BE \ ALONG FENCE TO lF. 2 _ \ o kTG 73 00 C B 6 - IE 66.56 GRADE AREA DR IN ^ N 0 k vED 72.64 BE REMOVED o d EXIST. ELECTRICAL METER ON \,Q \ k IE 66.31 „ " I EXIST( SHED 1 �� d a, POWER POLE TO BE RELOCATED \ x " 12 "x 12" C.B. 12 z 12" C.B. 12 "x 12" C.B b a k� \ TG 73.50 TG 73.00 TG 74.50 o TO REMAI ^ EXISTING Al R, . 3 EXIS G C " 74.00 8 A 9 10 TG 74.50 n °w^ MAIL BOXES T'1 r J \ I O E B 66. ^� v IE 67.21 IE 67.92 IE 68.60 o �, ro IE 68.03 11 '1 q, � EXISTING S R o a h �' TO BE RELOC TED REMOVED 5� o EXIST. GAS METER TO BE ^ \ - - - - - - - - TOE _ _� - - - _ _ o RELOCATE BEHIND PROPERTY LINE 115 00' / k 9.67 r -11 - N _ A.P.N. 261 410 -0 0 - o 15' '04 "W 457.83' ° ^ EXISTING WATER METER 3 U ° `O - -- ° - ------ - - - - -- GRAVEL AVE TO DRAIN Z - o o - - - o (7 0 ° o o o fi00�E RELOCATER BEHINa - �^ ^ DENSE TREES � � I ^ RTY LINE � A � TOWARD A.C. PAVING 10 ST M DRAIN ° A k ^ EXISTING MP ICAN FAN v ISTINC� & 70.63' 91.50' T k N PALMS TO REMAIN E ATER I k - _ - - _ M RS MPLE 3 Z ui 102.63' 146.27 68 35' J/VO 0'_ OD TO REMAIN ^ RE IN e� ^° -- N - - - --� _ TW 75.33 TW 74.33 o I FENCE ALONG LOT 8 i o °o ^ w 052 -� k ^�_ k EXIST. STOR DRAIN Z O A•P N' I A. 16- 52 -10 `9 O o / ° BE REMOVED O / ° FORCE MAIN OU T TO o/ EXIST. HOUSE I ^ I� EXISTING 5' DRAINAGE ° // � ° Z EASEMENT PER DEED REC. I I N rn ^ o W APRIL 9, 2004 AS DOC. NO. III 2004 - 0306073, O.R. JP ENGINEERING, INC. SEE SHEET 3 CIVIL ENGINEERING OLAND PLANNING m SURVEYING 4849 RONSON COURT, SUITE 105 SAN DIEGO, CA 92111 (858) 569 -7377 FAX (858) 569 -0830 NGINEER OF WORK- FILE CODE: BMW -�� az -z _05 717 -04 J.H. PALACIOS, R.C.E. 32031 DATE 0 PRIVATE STORM DRAIN DATA NO DELTA BRG. RADIUS LENGTH REMARKS 1 S 15'03'49" E - 10.27' 6" HDPE OR 2 S 15'03'49" E - 60.00' " 3 S 15'03'49" E - 67.00' 4 S 15'03'49" E - 11.00' " 5 S 15'03'49" E - 57.00' " 6 S 15'03'49" E - 57.00' " 7 S 15'03'49" E - 10.00' " 8 S 15'03 04 E - 65.00' 9 S 15'03'04" E - 71.00' 10 S 15'03'04" E - 11.00' " 11 S 15'03'04" E - 57.00' " 12 S 15'03'04" E - 16.00' " �3 J U r I / �'� r r k U Tr r� I z � Z Ln Q D- 00 NOTE: �PpFt ' 10 z ao 1. FOR TYPICAL SECTIONS SEE SHEET 1. �Q ®qO� 10 _ 2. FOR IMPROVEMENT PLANS, DEE DWG #9117 -I. 12t1Eeou''" W (� Z 0 10 20 4o so � LJ N-, z °FCA- SCALE. 1"-20$ �Qo zra= REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVAL CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, W Q 0- 940rp " p PER NORTH COUNTY VERTICAL CONTROL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP D GRADING PLANS FOR; BOOK, NO OC 0145 LOCATED ON LA _ a COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL 1 " =20' DATE <oZ -ZS O' BY: BY; /�� /�/� SW CORNER OF CONCRETE WALK I CITY OF ENCINITAS TRACT NO. 03 -W9 9117 -G SAF a eN % "/C •� STANDARD DISK FOUND FLUSH WITH R,C.E, NO, 32031 VERTICAL N /A• DATE DATE; ELEVATION = 59,308 JORGE H. PALACIOS EXP. 12 -31 -06 WORK PROJECT NO. SHEET 2 OF 5 1 0 \ N � 9 jS 'I I co oq A.P.N. 216 -052 70 p r\ 1 1 J 1 I p i )1 ( ~ > f STORM DRAIN C. \ \ PER S -3 EX IS N 'DRAINAGE EASEMENT PER DEED REC. APRIL 9, 2004 AS \\ P 1 \11 1 C 1 >1 r J \ I DOC. N0. 2004--0306073 J \ I _ r) r � r '� INSTALL STORM DRAIN C.O. I 7 +00 \ \\ �r \I �✓� J \ PER S -3 �C \ \\ 00 EXIST. TEMPORAR _ J PVC RISER TO BE gyp' 4 5.1� _ =�_ I c . REMOVED _ I EXISTING 12" PVC DRAIN u `' _ PIPE 0! 2.0% MIN. RIM ELEV. 67.88 IE 62.42± w rn N I W EXISTING CATCH BASIN I I � J . r-r) l , J ^ J - J L , 3 J ) IE 55.40 N 1 ,975 3 00 T, -12 J.� ri.!.IrW, X 6,_1 � I 6� j Irn `\ A.P.N. 216 - 052 -10 r / r) r r � 61� ( ( I XI 6�S r �r \ri c r J P1\11 ; 1J23 9 X 6 JP ENGINEERING, INC. CIVIL ENGINEERING OLAND PLANNING m SURVEYING 4849 RONSON COURT, SUITE 105 SAN DIEGO, CA 92111 (858) 569 -7377 FAX (858) 569 -0830 ENGINEER OF WORK: I FILE CODE: oz- 25--Os 717 -04 J.H. PALACIOS, R.C.E. 32031 DATE pr \rlc_i�I 4 X N �1 200 �R O PRIVATE STORM DRAIN DATA NO DELTA BRG. RADIUS LENGTH REMARKS 1 N 68.25'02" E - 179.31' 12" HDPE OR PVC @ 2.0% 2 S 82.08'33" E - 14.38' " 3 S 15.03'04" E - 45.00' 12" HDPE OR PVC 0 1.0% 4 S 15.03'04" E - 46.00' " 5 S 15.03'04" E - 10.92' " 6 S 79'00'14" E - 92.15' � 7 N 83'45'59" E - 53.63' 12" HDPE OR PVC ® 2.0% 8 " E 50.00' " 9 � - 10.00' " 10 N 8345'59" E - 65.00' 11 fr w - 65.00' 12 II - 23.36' " 13 N 83.45'59" E - 13.06' REVISI ❑NS APPROVED DATE REFERENCES DATE I BENCH MARK SCALE PER NORTH COUNTY VERTICAL CONTROL BOOK, NO ❑C 0145 LOCATED ON LA COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL 1' =20' SW CORNER OF CONCRETE WALK STANDARD DISK FOUND FLUSH WITH VERTICAL 1' =8' SURFACE. ELEVATION = 59,308 w SCALE.• 1 " =20' 67 Ik 66. 10' PRIVAI EASEMENT MR,J ©!mrm X >0. JIM ,d' f.3 "(1,11.4 1 / _'111 6 18? >0 A.P.N. 216 - 410 -08 \ CONC 1 A 1 POOL 3 k6g 1 1- _-- -'' - -' 70 X 6 I -� IE 66.36 5.74 N j k6g6 0.86 �o Ply >c7p5.0 k69.8 X >o. s 7 12 "x 12" C.B. ASPH / fG 74.00 E 65.20 k >o.2 SE SHEET 2 2 "x 12" C.B. G 73.00 > 66.31 104hVATE X DRAINAGE EASEM T ,� --- -` Al PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP7 DATE 32031 BY: , /m J, BY: JORGE i. 40 A- I® N. 216 - 410 -03 / 1 k >2.6 CONC A.P.N. 216 - 410 -04 LJ7 3 / I r \P 114 6 1 1 >zg _ r / R POSED 10" STORM DRAIN___, I J r 4 / EA MENT TO BE GRANTED TO / B RATT AMERICAN AND /OR NEW ER OF ADJACENT EASTERLY T 26 - Cp NC k >2 \ PROPERTY (A.P.N. 216- 052 -Oa) X 2 6 _ PRIOR6TO THE SALE OF LOTS 3, 4 AND 5 WITHIN THIS MAP / \ +00� �- 12 "x 12 B. - 86 >> 4 10' PRIVATE 1 2 "x 12" .B. > X 9 DRAINAGE EA DRAINAGE EASEMENT TG 74.00 IE 70.16 i 1 > MP AR • AN' U N I 70.8 l �/ 1 "x 6" TEE a F TU Rl 4 X >�'3 � - ASPH \ OT AD 75 0 k > 3 � 13 79.9 00 >1 3 X X >2.6 � fr w C 5 ' II 68\ -` z z_ o a CD Z z _ 7q o X .� • II N PAD 75.0 � - N 13 00 fr w C II aw z z_ o a CD � X> . URE a- 7 o W z L0 o.. Q a� 00 z o, 00 00 -- As W 0 Z 0 zww LD raa z A = CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, W Q 0- GRADING PLANS FOR: CITY OF ENCINITAS TRACT NO. 03 -009 9117 -G WORK PROJECT NO. I SHEET 3 ❑F 5 N 0 L O r U � Z � O � � O Z � O .. [)o� 00 LO rn 00 00 M fn Z W W Z A � A = Q � LEGEND - WORK TO BE DONE INSTALL SLOPE STABILIZATION PER DETAIL CD26B (2) & NOTES ON SHEET 11 5, PER CITY APPROVAL, BONDED FIBER MATRIX MAY NOW BE USED. IN LIEU OF PHYSICAL MATERIAL, CD25 (2). INSTALL PAD STABILIZATION PER COUNTY STANDARD LOT PERIMETER PROTECTION DETAIL ON SHEET 5, CD29A (2). 3❑ INSTALL GRAVEL BAG CHECK DAM PER DETAIL ON SHEET 5. ® INSTALL SILT FENCING PER DETAIL ON SHEET 5, CD36 (2). 5� STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 5. © HAZARDOUS WASTE PER CALTRANS SPEC. CD14(2). 7❑ SOLID WASTE PER CALTRANS SPEC. CD13(2) ® MATERIALS STORAGE PER CALTRANS SPEC. CD10(2). MS ❑ CONCRETE WASTE PER CALTRANS SPEC. CD16(2). CW 10 SANITARY /SEPTIC WASTE PER CALTRANS SPEC. CD17(2). SS EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: DON MACKAY, AT (760) 431 -0800 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. 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 CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER 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 (409). 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 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 EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. cS N c; u, 0 0 N 0 v n 0 �e 0 i SPECIFIC CONDITIONS A. COMPLY WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE ACTIVITIES PROPOSED UNDER THIS APPLICATION ARE SUBJECT TO ENFORCEMENT UNDER PERMITS FROM THE SAN DIEGO REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) AND THE CITY OF ENCINITAS STORMWATER ORDINANCE. THIS INCLUDES REQUIREMENTS FOR MATERIALS AND WASTES CONTROL, EROSION CONTROL, AND SEDIMENT CONTROL ON THE PROJECT SITE PROJECTS THAT INVOLVE AREAS GREATER THAN 1 ACRE REQUIRE THAT THE PROPERTY OWNER KEEP ADDITIONAL AND UPDATED INFORMATION ONSITE CONCERNING STORMWATER RUNOFF. THIS REQUIREMENT SHALL BE TO THE SATISFACTION OF THE CITY ENGINEER. B. IMPLEMENT AND MAINTAIN BEST MANAGEMENT PRACTICES (BMPS) TO EFFECTIVELY PREVENT POTENTIALLY NEGATIVE IMPACT ON STORMWATER QUALITY BY THE PROPOSED OPERATIONS. INFORMATION ON BMPS IS AVAILABLE AT THE ENGINEERING DEPARTMENT. THE PROPERTY OWNER SHALL REPAIR, RESTORE AND /OR REPLACE WITH ACCEPTABLE ALTERNATES, ALL OR PORTIONS OF THE INSTALLED BMPS THAT FAIL. FAILURE TO PROPERLY INSTALL AND MAINTAIN THE BMPS WILL RESULT IN ENFORCEMENT ACTION BY THE CITY OF ENCINITAS OR OTHER AGENCIES. THE MINIMUM PERFORMANCE GOALS FOR THE POST - CONSTRUCTION BMPS TO CONTROL POLLUTION FROM THE PROJECT ARE NO NET INCREASE IN POLLUTANTS ABOVE PRE - CONSTRUCTION LEVELS. THE DEVELOPER SHALL INSTALL GREASE /01L TRAPS OR OTHER FILTRATION SYSTEMS TO COLLECT POLLUTANTS IN ALL THE STORM DRAIN INLETS. SOURCES OF POTENTIALLY SIGNIFICANT POST - CONSTRUCTION POLLUTANT LOADING SHALL BE IDENTIFIED AND THE INTRODUCTION OF POLLUTANTS FROM THESE SOURCES INTO STORMWATER AND NON- STORMWATER DISCHARGES SHALL BE PREVENTED OR REDUCED TO THE MAXIMUM EXTENT PRACTICABLE POST - CONSTRUCTION POLLUTANT LOADS IN STORMWATER AND NON-STORMWATER DISCHARGES SHALL NOT CAUSE OR CONTRIBUTE TO THE DEGRADATION OF RECEIVING WATERS OR OTHER ENVIRONMENTALLY SENS117VE AREAS. POST- CONSTRUCTON PEAK RUNOFF FLOW RATES AND VELOC177ES FROM THE PROJECT SITE SHALL BE MAINTAINED AT LEVELS WHICH WILL NOT CAUSE OR CONTRIBUTE TO THE SILTING, SCOURING OR EROSION OF ENVIRONMENTALLY SENSITIVE AREAS (WETLANDS, VERNAL POOLS, SURFACE WATER, ETC) ABOVE PRE - DEVELOPMENT RATES. POST- CONS 7RUCTION MINIMUM RUNOFF FLOW RATES, VELOCITIES, AND VOLUMES FROM THE PROJECT SITE SHALL BE MAINTAINED AS NECESSARY TO PREVENT THE DEGRADA7ION OF RECEIVING WATERS, OTHER ENVIRONMENTALLY SENSITIVE AREAS, OR FLOW- DEPENDENT BMPS (E.G. CONSTRUCTED WETLANDS, ETC.). BMPS WHICH INCORPORATE NATURAL SYSTEMS OR APPROACHES (E.G.. CONSTRUCTED WETLANDS, RETEN77ON OF EXISTING HABITAT, INCLUSION OF NATURAL BUFFER ZONES. ETC.) SHALL BE CONSIDERED AND SHALL BE UTILIZED TO THE MAXIMUM EXTENT PRACTICABLE POST - CONSTRUCTION STRUCTURAL BMPS SHALL BE OPERATED AND MAINTAINED TO ENSURE THEIR LONG -TERM FUNCTIONING AS DESIGNED. C I C f f c C A.- �6" MIN. SECTION C -C NOTE: BERM IS NOT NEEDED IF THE SIDE IS A CUT SLOPE. �1 f MIN. .a�?F SECTION B -B 1 4. C I C f f iiriGGi • � BMP MAINTENANCE OBLIGATIONS NOTE: o THE PERMITEE OF THE GRADING SHOWN ON THESE PLANS ACKNOWLEDGES THAT BMPs HAVE BEEN INCORPORATED INTO THIS PLAN AND WILL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY MINIMIZE THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORMWATER QUALITY. FURTHER, THAT THE MAINTENANCE OF THE SELECTED STORMWATER BMPs SHOWN ON THIS PLAN IS THEIR RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMPs MAY RESULT IN ENFORCEMENT ACTION BY THE CITY OF SAN DIEGO OR OTHERS. GENERAL STORMWATER PROTECTION NOTES: DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY THE PROPERTY 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 DEPLOYMENT AND COMPLETE INSTALLATION IN 48 HOURS OR LESS OF A FORECAST RAIN. NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY GIVEN TIME WITHOUT DEMONSTRATING TO THE CITY OF SAN DIEGO ENGINEER'S SATISFACTION THAT ADEQUATE EROSION AND SEDIMENT CONTROL CAN BE MAINTAINED. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED FOR 10 DAYS MUST BE FULLY PROTECTED FROM EROSION. UNTIL ADEQUATE LONG -TERM PROTECTIONS ARE INSTALLED, THE DISTURBED AREA SHALL BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA. ALL EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING ANY INACTIVE PERIOD. THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMPs THAT HAVE BEEN INCORPORATED INTO THE THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORMWATER QUALITY. THE MAINTENANCE OF THE BMPs IS THE PERMITTEE'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMP's MAY RESULT IN ENFORCEMENT ACTION BY THE CITY OF ENCINITAS OR OTHERS. IF INSTALLED BMPs FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PER NORTH COUNTY VERTICAL CONTROL BOOK, NO ❑C 0145 LOCATED ON LA COSTA AV, BRIDGE OVER AT &SF RR ON HORIZONTAL N/A SW CORNER OF CONCRETE WALK STANDARD DISK FOUND FLUSH WITH SURFACE. VERTICAL N/A ELEVATION = 59.308 PUBLIC TRAVELED WAY EXISTING GROUND � PUBLIC TRAVELED WAY 14'MIN. PLAN PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC TRAVELED WAY STABILIZED CONSTRUCTION ENTRANCE 1. SET POSTS AND EXCAVATE A 4BY41N (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 10' MAX. , 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 RI '-TA SILT FENCE FOR SLOPE STABILIZATION: BONDED FIBER MATRIX (BFM) - THE USE OF BFM IS SUBJECT TO THE LIMITATIONS AND RESTRICTIONS: . APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER SLOPES AND 4000 POUNDS PER ACRES FOR SLOPES STEEPER THAN 2:1. - BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. I\ - THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT THE TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE SLOPE. - BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLICATION FROM MULTIPLE ANGLES.) - FOR PERMANENT EROSION CONTROL PURPOSES. BFM MUST BE INSTALLED IN CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE - BFM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL. STABILIZED FIBER MATRIX (SFM) 2 FOR PAD STABILIZATION: THE USE OF SFM 1S SUBJECT TO THE FOLLOWING UMITATIONS AND RESTRICTIONS: - SFM MAY BE USED FOR TEMPORARY EROSION CONTROL FOR DISTURBED AREAS WITH A SLOPE RATIO OF 1 VERTICAL TO 2 HORIZONTAL OR SHALLOWER, INCLUDING PAD AND SEPTIC FIELD AREAS. - THE SFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLIED FROM MULTIPLE DIRECTIONS AND ANGLES). - THE APPLICATION AREA MUST BE PROTECTED BY BROW DITCHES AND OR DIVERSION BERMS AT TIP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE PROTECTED SLOPE. . FOR PERMANENT EROSION CONTROL PURPOSES, SFM MUST BE INSTALLED IN CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION OR HAND PLANTINGS. AS WITH ALL OTHER APPLICATIONS, SFM WILL NOT BE CONSIDERED PERMANENT UNTIL 70% VEGETATION ESTABLISHMENT. . COVERAGE AND CONCENTRATION: FOR EACH ACRE COVERED, THE MINIMUM APPLICATION VOLUME SHALL BE 10 GALLONS NON -TOXIC WATER- PERMEABLE SOIL- STABILIZING LIQUID EMULSION WITH 3,000 LBS. OF HYDRAULIC MULCH. THE EMULSION MUST BE DESIGNED TO PROTECT SOIL, PROTECT SOIL, PREVENT EROSION, AND FLOCCULATE (CLUMP) SEDIMENT. . A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM WAS INSTALLED IN ACCORDANCE WITH APPROVED APPLICATION RATES, COVERAGE, AND MANUFACTURER'S DILUTION RATIO SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL PLANS PREPARED UNDER SUPERVISI ❑N OF DATE R,C.E. NO. 32031 JORGE H, PALACIOS EXP, 12 -31 -06 F SLO cnoruru olnnr UNLINED SWALE & BERM GRAVEL BAGS OVERLAP llA1T/1 /�IIOO GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED DITCH GRAVEL BAGS DITCH E1. � PLAN EROSION CONTROL GRAVEL BAGS WEIR SPACED AS NEEDED PROFILE A -A EROSION CONTROL GRAVEL BAGS (J LEGEND QUANTITY SYMBOL STABILIZED CONSTRUCTION ......... 1 EA.......... ENTRANCE SILT FENCE . .... .............. .1,400 L.F.. - - - - - - - - UNLINED SWALE & BERM- ------------------_---- D -75 LINED SWALE ............. -------------- C==> E=> LIMITS OF CLEARING & GRADING ................. GRAVEL BAGS------------- - - - - -- -300 EA.......... CL PAD STABILIZATION - - - - .. - .103,000 S.F........... F MULCH W /TACICIFIER & HYDROSEED (MUST BE INSTALLED,- - - - - IRRIGATED & ESTABLISHED BY OCTOBER 1ST. THIS METHOD CAN BE RESUMED ON APRIL 15TH OF THE FOLLOWING YEAR.) IF NOT, USE THE FOLLOWING: BONDED FIBER MATRIX (BFM), GEOTEXTILES EROSION MATS, FIBER ROLLS 3,000 S.F. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE, ALL MAJOR REPAIRS SHALL BE MADE OFF SITE EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT I PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. MMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATION OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES HALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT EROSION CONTROL GRAVEL BAGS AD CATCH BASIN BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. W I-- r j NO SCALE JP ENGINEERING, INC. CIVIL ENGINEERING m LAND PLANNING 0 SURVEYIN 4849 RONSON COURT, SUITE 105 SAN DIEGO, CA 92111 (858) 569 -7377 FAX (858) 569 -0830 ENGINEER OF WORK: FILE CODE: �� 02 -2S-os 717 -04 J.H. PALACIOS, R.C.E. 32031 DATE ...IA ,A vr am/ i A /._ �. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILI TIES. CL U r AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE 04 ZO WASTE MANAGEMENT U Cn CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WAS A D U TE N NUSED Z AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE TOM ROW OF BAGS WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 0 BE SET 4" MIN. INTO C� Q SH GRADE NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL z U7 Z BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE W Zr `,3i;•, LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. :FION DUMPSTERS WITHOUT UDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR L�J O COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. U CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED LLI MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS Z EROSION CONTROL GRAVEL BAGS AD CATCH BASIN BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. W I-- r j NO SCALE JP ENGINEERING, INC. CIVIL ENGINEERING m LAND PLANNING 0 SURVEYIN 4849 RONSON COURT, SUITE 105 SAN DIEGO, CA 92111 (858) 569 -7377 FAX (858) 569 -0830 ENGINEER OF WORK: FILE CODE: �� 02 -2S-os 717 -04 J.H. PALACIOS, R.C.E. 32031 DATE ...IA ,A vr am/ i A /._ �. WORK PROJECT NO, � SHEET S ❑F 5 NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF CL U r AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE ZO HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS CO AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. _ I_1_) POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING Z p . RECEPTACLES AROUND THE SITE. Q Q� 00 PORTABLE TOILETS MUST BE KEPT IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR Z Cn Lo 00 Zr `,3i;•, LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS ��� AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. (� No. 32035 y ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. 12131106 f CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED LLI (n Z AWAY FROM CONSTRUCTION SITE. a INFORMATION ON POLLUTION AND WD LjJ PLEASE CONTACT 0 ENGINEERING DEPARTMENT, CITY OFTENCINITASUATS(7 0) 6333 -2770. H � Z LD Q 0 A Z = CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, W Q 0- EROSION CONTROL DETAILS FOR: CITY OF ENCINITAS TRACT NO. 03 9117 -G WORK PROJECT NO, � SHEET S ❑F 5