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2004-9113 G (Plans) C. NOTIFICATIONS E. LANDSCAPING 3. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO WORK TO BE DONE GENERAL NOTES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN HYDROSEEDING BY: PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE ACCORDANCE WITH PLANS APPROVED BY THE CITY A. GENERAL OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR ENCINITAS GRADING ORDINANCE AND ALL ADOPTED FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD PLANS, THE STANDARD DONE ACCORDANCE FOR PUBLIC WORKS BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING LANDSCAPE AND IRRIGATION STANDARDS. COMBINATION OF SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION CATIOFO STANDARDS OF UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: A. TRACK WALKING SLOPES STEEPER THAN 6:1 CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE CITY TI ENCINITAS AND THE SAN D AREA 2. FINISHED GRADING AND PLANTING SHALL BE B. RIPPING AREAS THAT WILL NO BREAK UP USING AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR ITEM "A" ABOVE. REGIONAL STANDARD DRAWINGS. ANY CHANGES OR THE CONTRACTOR IS REQUIRED TO TAKE DUE LEGEND REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT BETWEEN OCTOBER 1 AND APRIL 15. IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 2 CONDITIONING PLANTING BY T INTH£ SOILS SO THAT IT IS SUITABLE FOR 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES F. EROSION CONTROL A. ADJUSTING THE SURFACE SOIL MOISTURE TO ! RSQ Y OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND NOR OF IMPROVEMENTS WITHIN STREET R10HT-OF-WAYS. 1. IN CASE EMERGENCY WORK 15 REQUIRED, CONTACT KEN PROVIDE A DAMP BUT NOT SATURATED SEED BED. PROPERTY LINE -- - SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE LOCATION OF UTILITIES AND NOTIFICATION OF SPENCER, (888)438.7536 COMMENCEMENT OF WORK: B. THE ADDITION Of SOIL AMENDMENTS, PH EXISTING CONTOURS REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL ADJUSTMENT, LEACHING OR COVERING SALINE SOILS 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- A. SEWER - CARDIFF SANITATION DISTRICT BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY TO PROVIDE VIABLE CONDITIONS FOR GROWTH. FINISH CONTOURS -6D SITE GRADING. 760 633-2770 SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED 4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A 54 �5 ( ) ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY PROPOSED SPOT ELEVATION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING C1-800-422-4133 EMINENT. LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE _V T GRADING OPERATIONS. ANYTHING DAMAGED OR C. WATER - SAN DIEGUITO WATER DISTRICT PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED CUT SLOPE (2:1) DESTROYED SHALL BE REPLACED OR REPAIRED TO 1-800-422-4133 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR AND ALL SECURITY RELEASED. ~--- CONDITION EXISTING PRIOR TO GRADING. D. TELEPHONE - PACIFIC BELL TELEPHONE MODIFIED WITHOUT APPROVAL OF THE ENGINEERING FILL SLOPE (2:1) J 1-800-422-4133 ; E. CABLE TV - DANIELS CABLEVISION INSPECTOR. OWNERS CERTIFICATE EARTH SWALE 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY (760) 438-7741 MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 4. THE CONTRACTOR SMALL RESTORE ALL EROSION CONTROL IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THE DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE DEVICES CITY ENGINN WORKING ORDER TO EER AFTER EACH RUN-OF SATISFACTION OF THE PROPOSED STORM DRAIN F PRODUCING RAINFALL THESE PLANS. I REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 1 PHONE 760-633-2770. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE BROOKS BOX 12X12 EA 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY „ 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEERING 9" DRAIN • 2 EA SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, FOR INSPECTION. PHONE 760-633-2770. ALL WORK UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER 6 EA STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE COMPLETION OF THE IMPROVMfNTS. CLEANOUT � ° LAWS AND REGULATIONS. SUBJECT TO REJECTION AND REMOVAL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR BUILDING SETBACK (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL D. GRADING ONTO AREAS WHEN IMPOUNDED WATERS CREATE A GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER 0 NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A HAZARDOUS CONDITION. ALL GRADING I TTY AND ADVISE OF THE COMPACTION AND 7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY STABILITY HE 'SITE. DAYLIGHT u 4UALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. ME 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE RECOGNIZED HOLIDAYS. SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT 8. NO GRADING OPERATIONS SHALL COMMENCE: UNTIL APRE- COMPACTION OF TRENCHES. D SHALL SUBMIT SOILS APPROVED GRADING PLAN SMALL BE INCORPORATED SIGNA E E ~�� �� DEEPENED FOOTING AND COMPACTION OF FILLS AND BACKFILLS AND GRADING MEETING HAS BEEN HELD ONSITE WITH THE SPENCER) DATE EX SEWER MAIN REPORTS AS REQUIRED AND WILL DETERMINE THE u• FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION EX WATER MAIN PERMITTEE. THE PRE-GRADE MEETING SHALL BE AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION OF EACH WORK DAY. ,( - 4 HYDROSEED . ,v� 3,077 SF SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE AND THAT IN HIS OPINION, ALL EMBANKMENTS AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN SIGNATURE(G�EN ER) PATE BY CALLING (760)633-2770. EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 350 EA THE APPROVED GRADING PLANS AND THAT ALL (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY KEN AND GAY SPENCER SAND BAGS 9. UPON FINAL COMPLETION OF THE WORK UNDER THE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE 1050 CREST DRIVE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL THEIR INTENDED USE. ENCINITAS, CALIFORNIA 92024 3" PCC OVEPI Coo CLASS -IL-BASE i w AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED REMOVED AFTER EACH RAINFALL (888)438.7536 CERTIFICATION SHALL BE PROVIDED STATING: 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. THE GRADING UNDER PERMIT N0, 9113-G HAS BEEN SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PERFORMED IN SUBSTANTIAL CONFORMANCE WITH PONDNG OF WATER. HE SHALL CONTROL SURFACE WATER PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% SOILS ENGINEER'S CERTIFICATE NOTE: THE QUANTITIES AB THE APPROVED GRADING PLAN OR AS SHOWN ON THE AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO COVERAGE} PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS PART OF HIS Blfl, STABILIZED WITH PUNCHED STRAW INSTALLED IN I, DANNY COHEN A REGISTERED CIVIL ENGINEER IN THE STATE LEGAL DESCRIPTION: ATTACHED AS-GRADED PLAN". FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL �F E PTION EXC WLY 188 SOFT & EXC ST WID% LOT 2 BLK H TR 21 THIS STATEMENT SHALL BE FOLLOWED BY ER DATE AND MEASURES TO PREVENT EROSION OF FRESHLY GRADED ACCORDANCE WITH SECTION K OF OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF OF CALIFORNIA, PRINCIPALLY DOING BUSINESS N THE FIELD OF APPLIED SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND CALIFORNIA DEPARTMENT OF CONSERVATION. SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE GRADING OPERATION. EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR 2d UNDER MY DIRECTION BETWEEN THE DATES 7/29/04 AND 7/30/04. 15' I 10, SLOPE RATIOS: 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED E. HYDROSEED ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, 1' 1' 1 16' 1 1' 1' I CUT 2:1 FOR ALL SLOPES AND FILL SHALL BE PLACED IN ACCORDANCE WITH FILL 2:1 FOR ALL SLOPES STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER THE CITY ENGINEER. FOTHERMORE, I HAVE REVIEWED THESE GRA 41 ES51py � rESSlp OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE WHEN THEY ARE: PLANS ' THE RECOMMENDATIONS INCLUDED N 2,• � APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS i �` Up T 2% REVIEW OF A REPORT FROM A SOILS ENGINEER. TO BE PLACED. LOOSE FILL AND ; 'TMSOILS SHALL BE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED I REMOVED TO SUITABLE T1490CF VEPC�M THE A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. EXCAVATION: 500 +/- CY* FILL: 500 +/- CY* EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS GRADING PLANS AND SPECIFIC SHRINKAGE: 0 + CY THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL SLOPE IS NOT SUBJECT TO EROSION DUE TO THE SIGNE . -31 67 / EROSION RESISTANT CHARACTER OF THE MATERIAL AS C �orF�u ce �� 7T C I V 14 WASTE: 0 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, RCE No.t3� EXP DATE: 3 V ��T Cl IMPORT: 0 +/- CY* FOR WASTE OR IMPORT AREAS. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE APPROVED BY THE CITY ENGINEER. ;a 4 `� 3 AC PAVING SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL WITH SPECIFICATIONS. 4 BASE a../ RESOURCES ARE DISCOVERED ON THE SITE OF THIS 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE TYPE E ASPHALT DIKE GRADING DURING GRADING OPERATIONS, SUCH 4. CUT AND FILL SLOPES SHALL, BE CUT AND TRIMMED TO SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE SIGNED: PER SDRSD NO. G-5 OPERATIONS WILL CEASE IMMEDIATELY, HYDROSEEDED GROWTH. t;1NEEBO, AND THE FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND f ooc ,��' ILLA CEG No.: EXP DATE: r ®� TYPICAL. DRIV9WAY S I TIO�III PERMITTEE WILL NOTIFY THE DIRECTOR OF UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS / ti °c' LJ M �1F i 1a� 1 i+�.�+" ENGINEERING OF THE DISCOVERY. GfZADING AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND 1. SEED MIX SHALL CONSIST OF NO LESS THAN E.G. 1153 OPERATIONS WILL NOT RECOMMENCE UNTIL THE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND STATEMENT OF ENGINEER OF WORK NOT TO SCALE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, A. 20 LBS. PER ACRE OF ROSE CLOVER THE DIRECTOR OF ENGINEERING TO DO SO. ROOTS AND OTHER WASTE MATTER EXPOSED OR B. 20 LBS PER ACRE OF ZORRO FESCUE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFOR' g � ENCINITAS BLVD. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTS OF Cl;d� *EARTHWORK QUANTITIES ARE ESTIMATED FOR TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA V PERMIT PURPOSES ONLY. (CALCULATED ON A OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK SITE z THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY ACCORDANCE WITH THE GRADING ORDINANCE. F. 1/2 LB PER ACRE OF DIMORPHOLECA DUE TO SHRINKAGE OR SWELL FACTORS) 5. OBJECTIONABLE G. ITEMS C, D, E, AND F OF THIS SUBSECTION PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND 1050 CREST DRIVE �... ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER 11. THE SOILS REPORT TITLED Tat , ; c�ac(aNIP2oPRSED MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE MAY B E OMITTED ON LOCATIONS WHERE THE AREA AGREES THAT THE PLANCHECK OR REVIEW PERFORMED BY THE CITY REQUEZA DRIV { SI146LEMIt_y 10! 5 CREST oWVI= NctNIT�sS�CA DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS Iwo kv r-.IGI%00dr sy Hei} I Ih21 t3IniE,, INC, LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT A PUBLIC STREET OR RESIDENTIAL STRUCTURES, PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY o MELBA ROAD ALL GRADING SHALL BE DONE IN AC3cmN E AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE ¢ c� WITH THE RECOMMENDATIONS AND SPECIFICATIONS APPROVAL OF LOCATION QF DEBRIS FILL SHALL BE SECURED PLANS OR DESIGN. AND IT THEREFORE DOES NOT RELIEVE THE ¢ � �, < LEI WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY z v3 CONTAINED IN SAID REPORT. FROM T01154,017y ENG1t�t Z PRJOR TO ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF w w -7 LAJ EITHER BY DRILLING OR BROADCASTING BEFORE m of THE DISPOSAL OF ANY SUCH MATERIAL. IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO HYDROSEEDING. v z INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS o Z0 .... 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR z ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, SANTE FE DRIVE THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR B. ENVIRONMENTAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH 1. STEEPEST EXISTING SLOPE = 15% THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK 2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 3 FT, (B) FILL =3 FT REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO PERFORMED BY THE ENGINEER. U THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. SAN DIEGUITO ENGINEERING, INC. (* 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS 4407 MANCHESTER AVENUE, SUITE 105 VICINITY MAP: THOMAS BROS: 1167-F1 THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) ENCINITAS, CALIFORNIA 92024 BARRY L. MUNSON RC€ 40980 DATE (N TS) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY PHONE: (760)753-5525 \ J APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST SAN DIEGUITO ENGINEERING, NO ro nder und Service Alert A CONTRIBUTION OF $20,000 TO A CITYWIDE BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING PJ { sr r NO LESS THAN 50% OF THE STRAW INTO THE SOIL PARKS AND RECS PLANNING AND BUILDING ENCINITAS FIRE DEPARTMENT' BUILT UNDERGROUNDING FUND AND A COVENANT NOT TO 4407 MANCHESTER, SUITE 105 Call: TOLL FREE OPPOSE A FUTURE UNDERGROUNDING DISTRICT IS ` 0 ENCINITAS, CA 92024 PROPOSED BY THE APPLICANT AND WILL SATISFY 3, FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, BY. I -fs t�S PHONE: (760) 753-5525 1 -$0Q 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF I`ATT THE CITY'S UNDERGROUNDING REQUIREMENTS. SEE � tI tt� 422-4133 LETTER BY CITY OF ENCINITAS (MASIH MAHER) 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE 11 a>} J 4 l3 RCE: 17 �I� EXP 3I CIVIL ENGINEE LNG • PLANNING DATED 10/21/03. RATE OF 500 LBS. PER ACRE. DAfiE Nw DATE BY DATE LAND SURVEYING TWO WORKING DAYS BEFORE YOU DIG 1* REVISIONS At'P D DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO W.D. Ic BY + C APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING ND. 00 _ U/G Slea�twlu Exetlt a z s A ent PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING PLANS FOR: DESCRIPTIONAAKE DRIVE CHIS SO W END DATE: jQ!-1 BOG_ BY: BY: NW CONC CURB RETURN LAKE DR �j 9113-G LOCATION: LAKE DRIVE AND BIRMINGHAM HORIZONTAL A P N 259 - 260 - 36 RECORD FROM: 1980 SD CON DOT 1(211416(,l BARRY L MUNSON R.C.E. NO. :40980 DATE: 1 j j`t1 ad- DATE: ",�;�7L��r'-'- ELEV: 323.1 DATUM: USGS VERTICAL ITS EXP. 3-3i-07 R.C.E. R.C.E. CASE N0. 03-229 CREST DRIVE SHEET` 1 OF 3 U:\1 DATA\ENGINEERING\4925\DWG\GRADING\4925GP-1.DWG 10/12/04 .,. -:; t / : _ i.. i; (•n F� __� P . ! '. . ..-.. '419 (•. -- , �._ . t_.. ' \ :,'J j } r< , t t, �1 „ i` `_`,- '\ _ ,550! TURF LINED 1 : 't..r ( 7!(kV OIW:'R Le9N1J LfbK FLIRT-RED' ✓ ! ' 1 NT 1 f F ANOW ),I I , v t � "F.->i-r t\. 1: ':f s• \r- �i Y%\. \ to I q i i-. _._,.._..,......_. ? `i.,`s-- ..i_�, \ i> y i `� i t..,. " 1` 1 '1i i :4' 'v J :}?, /1 a''\�/ � .✓' % ti ,'\\ �y� j r 1 1 C M _ J ! t I i i. 1 � �i ' �,'� � q •,. ..P, ,` ,rev�it � \�L Y' �{4r�' i i f' J!'i .y, ' I `R _a,:.J_K.` 1` .}; -i'-1'a 1 S ,V NOT To §CM1 -- F , ^c. ROCK LINED OPTION IS NOT TO BE USED ON THIS PRO JECT. THIS PROJECT UST UTILIZE GRASS LIMED SWAL£S. M 1\, icc ! LANDSCAPE AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED LA D i + ) i ! WITHOUT PERMIT FROM CITY. CL SDG- £ EASEMENT RECORDED OCT€ ER 15, 1945 AS BOOK a CL S®G+E EASEMENT CORDED OCT08ER # ( ( ? 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. - 19681 PAGE 98 "i 311 1944-kS_BOdK 1754, PAGE 486 -- /iy/ 2. or TURF OPTION INSTALL LANDLOK WWII _ GRAS FOR 450 TURF REINFORCEMENT MAT OR EQUAL � I + ' , «QQ �f€.5' r PRO#QS&4) ms t cc .�<. _ }- 2 SPILLWAY en �'�' 'NAT T „ .`MODIFt D �lUIT UT,`. _ _ . - I; C€i•Y; REMIT. S$8 45 32 E ^ _ 82' .. ,:.�' = .� 8, � J , -. ; ::, �. itOPOSED ATERMET:R 10 t - _ .. . • � 1 - RJD 'jr. moo,. —�_i- -.i^ -• w PER DWD AND - „ r f r 1_ s ': t EXISTING 60° P1NF, D REE ct • Yd 8.,4A ..-_._ ._.-a .. , , , .,^=.x ♦ • I. �•'. 1 \y, .n`:.. 'li. •a.} a-•'n, t 1 •', , , 1� t s i d. , N ..- .r \ __ ___ _ ; . ..,. •., --.-: - -. - � � ,. '. _r.• : • .: t.,- ;' ,- .,r 1 EXISTING GRADE :. � • PROF'�E� 1� DR{VEW�Y t _ ryr� , •- f ,.>. �: ,. PROPOSED PATIO s 1 . , . PROP S£ WER € _..._ ._ : k f :• I 4 ' G r4 DRIVEWAl 13£R - `e- V� 1 33� jJ+�� . 8 -' ,, �a = � � ' - , �'i- —` ___ NOT TO SCALE a E4iSTIG AN 4 I A r , 3 r A - 3"WER�'()LE' ANCHC�i ' BED _ ,,� , , aC 4 1`,,..... °z t -� '�i�• R�L`OCA'fEl,' '�� + i REMOVE EXISTIN �~a2 C'S I PAD 7 Y'P� I PL PRPI D B OS�1ALE r ` 39J. 8 i l } /NOT! TO-f �a0 IED ;'WITHpJ r i� 1 91,$ 2 W 0 64 RMIT L jr c pr ul 243. 3 , g ,,, I f ! A j IF f " Lj 2 24 W ,75.36' wS 3 p 77 It$$ 3 ,} A V Si.. (STING TREE TO t _ 0 1 �1 �.lY ,} �y R IY'LP' YY„ , !1 , - r l J 4J�t/' �! r .r '-"F,' i * � LAW. ., `: O, , off is i )! f r •- _.,_?. - f NOT CRADWAG M©7 `, i �; ; WATER NA WATER DISTRICT : -'. - Co EXISTING , _ � - ,� _, :?: i':'; ,VERTICAL,— PR' dS D SEWER ; !' I 1; I ' } �.;;.r � a ._<, >J, ' pp 1 1 1. REVIEW OF THIS PLAN BY SAN DiEGUiTO WATER DISTRICT DOES NO .,. _v._ SE PAGE:P17 7 - ._,r. _ __ _. LATERAL t' T REPRESENTATION A TO ^_ � _� : ,- 's ' � ` - � , LOCATION OF OR THE EXISTENCE OR T NON—EXISTENCE FOF MANY t " <. EA,S£MEIwIT EfiIR COON e UTILITY, PIPE OR STRUCTURE WITHIN THE LIMIT - r t,- — 22 ED MAY ' t , t ; Ek,z;� ; , q' :i '6��6��2 RECORDED NO Y UNDERGROUND TY S Of y dd Y r°+M' THIS PROJECT. NT , !! -__ _ _...---- ,- � 4 '• .- , _ -_.__- _ _. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN I.E. r LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION _ SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY "' ._"....,...,.' y11 ID 'r.. \., :� '•., ! ; lj g r F.' j 1 \ PLANS. EWE ,�- CROSSINGS N ON WITHIN 10 FEET MENT� ��OSEED WAS MAINS SHALL vq , TO ROSS NITER WATER MAINS UNLESS GIVEN WRITTEN • . ON BY SAN TO WA ` r Ot 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND OR :,.,- -rt - _/ - 1 ; ,., _.,. � ; . ., _,:__,t �, � ,� p ; � � ADJUST 70 GRADE ANY EXISTING WATER FAC3LITY(FIRE HYDRANT, METERS VALUES VALVE BOXES ETC. WHICH IS AFFECTED BY ___..___, `, - _; , I3 : 1 ,, I,, , _;--- THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET `` c- CURRENT WATER AGENCIES STANDARDS COMMITTEE WASC ,.p,.a ...,_.,�...,... .. t ) N88 45 32°W 253.77 vx } ' - STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY {5 \ SHALL BE UPGRADED TO CURRENT STANDARDS AT OWNERS'S r m' t- re o'a ,m '" o- •.,,` f 1 ri` 'i EXPENSE. ...e. :.sad _� If s+i'h :) ......`,nm._. r*f, iil• I ' { - _,., EXISTiN WATER METER FOR 1; 4. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION 1�thi£N -c..:','A ,•l-.,,.-, ,.,.. _�.' , F. ._._.._i. \'2' , s \ ( , ( } / k: - «_i+.. i 'y'' ,. N e i y N L. .YI z °;' 105{1, CREST DRIVE 1 k : '" ;a ��4��t d�4 PARALLELING WATER SERVICES. O BE RONT...' T RELOCATED IN F 1:'';J.l? r I .., , , i 4 1l f! 4p bf. PROPERTY ': ; . ; a I i , :� ;; t � 5. MI4dIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED r & Y..;. I P {' ,1 2i NO. 4098'1 m BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC - ! DIP. 3-39-47 VAULTS. �"" SCALE 1 " 20' ,. 4 ;` ,a �� E „, - _. _ -_ e 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS , , ' i s `� '� 4 if; •` , ER UST BE I ti FRONT THE RPARCEL THEY ARE SERVING 4 s S M N am D 11`o O Underground Service A1td NEW IMPERVIOUS SURFACE AREA HOUSE/GARAGE 6,734SF � �� ' 4407 MOINCHESTER, SUITE 1Wi ` �a11: TOLL FREE DRIVEWAY/PAVING/HARDSCAPE-4,980SF NOTE : ENCHTAS, CA 92024 TOTAL=11,714SF PHONE: (760) 755-5525 1 -800 PARCEL SIZE=18,295SF 1 + ' " 422-4133 TU I ELVATIt`t5 FotZ ��NNgt,E - C•IV#. ENOMERING 9 PLAAiNM PERCENTAGE=11 ,714SF/18,295SF=64%t S I�J`r�l'� 'I.O S E L�liAttefz.F D 1.0, RGE: EXP: LAND fiUaiYEYIN43 TWO WORKING DAYS BEFOK YOU DiG REVIBIdNS � DATE ," REFERENCES DATE BENCH MARK SCALE I DRA Y £ K D APPROVALS CITY OF ENCINITAS ENGINEERING D PARTi EN DA A �N �. him Kni 60 1.0 DESCMPTIOWLAKE DR CHIS W ND PLANS PREPARED UNDER THE SUPERVISION Elf RECOMMENDED APP 11 GRADING PLAINS FOR: IIIt� R6VISEP d 9V£ 54 E LAN NW CONC CURB RETURN LAKE DR. It DATE: IQ BY: 8Y: r RQQgL? AREAS NOT' VI f LOCATION: LAKE DRIVE AND BIRMINGHAM HORIZONTAL 1 z 20 _ 259 - 260- 36 9113-G AS-BUILT t � R.G.E. NO. :40980 DATE: i i / �i / t?G1, DATE: �: RECORD FROM: 1980 SD CON DOT BARRY L. MUNSON ELE•V: 323.1 DATUM: USGS VERnC•AL 1 .r 20' EXP, 3-31-07 R G.E R G E i NO. G�1 HEf ?f U: \1 DATA\ENGINEERING\4925\DWG\GRADING\49250 �-1.DWG 10/12/04 I STORMWATER POLLUTION CONTROL SMP NOTES 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED RIGHT- RELATIVE *# FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY PUBLIC RELATIVE TO CONSTRU TM ACTIYITE S CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN WAY INLETS ON PERVIOUS SURFACES. CONCRETE WASHOUT 50'M1N. 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SiTE. AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER CONSTRUCTION SITE. 8" MIN. AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY GRAVEL BAGS OVERLAP - j PPROFILE RECEIVING WATER. CONTRACTOR SHALL PST A SiGN DESIGNATING THE ONTO SLOPE / WASHOUT LOCATION. yEAG TES CONSTRICTION SITE ACCESS 1 .) SAND BAGS SHALL BE PLACED ALONG ALL STREET EXISTING GROUND A STABILIZED CONSTRUCTION SITE ACCESS ,SHALL BE PROVIDED FOR AND DRIVEWAYS BASED UPON THE FOLLOWING PUBLIC RIGHT-OF-WAY VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. FORMULA: THIS SHALL INCLUDE USING MATERIAL SUC11 AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. GRAVELBAGS SPACING (FEET)= 1.5' ,,►ST EEET SLOPE CONSTRUCTKi YEHIGLES �. 3 FT (0.9 M) h4fN. 14'M{N. A SPECIFIC AREA AWAY FROM GUTTERS ANSI STORMDRAIN SHALL BE EXAMPLE: 12.00% STREET 1.5' = 12,5' SPACING DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE 012 RUNOFF PLA*N4 REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. 2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE PROVIDE APPROPRIATE TRANSITION EROSION CONTROL ANY ADDITIONAL SAND BAGS AS NECESSARY TO PREVENT BETWEEN STABILIZED CONSTRICTION SITE EROSION. GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ENTRANCE AND PUBLIC RIGHT-OF- i. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. ACTS AS SPILLWAY WiTH ENDS OVERLAPPED WAY SLOPED SURFACES ESPECIALLY SHALL 13£ PROTECTED AGAINST 3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, ADJUSTING/REPLACING SAND BAGS AND ONGOING GRAVEL SAG STABILIZED j � TL"1Fhi E1�i .i AND BONDED FIBER MATRIX. MATERIAL CLEANUP. S 1 /'!l� IL i t CONSTRUCTION 1 I3 4t 1 N l� 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NOT-TO-SCALE NOT-TO-SCALE WET WEATHER 4.} STABILIZATION OF SLOPES IS REQUIRED UPON COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEED 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF PLANTING, PUNCHED STRAW, ETC.). AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT 5. CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE CHANNELS AGAINST EROSION USING PMANENT AND TEMPORARY AT HiS OR HER DESCRETION SAND BAGS, STRAW EROSION CONTROL MEASURES. BALE BARRIER OR SILT FENCE. 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY / NECESSARY. LARGE PROJECTS SHALL 'IBE CONDUCTED IN PHASES ".# `T^ i TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ONNECESSARILY; THEY HELP BONDED FIBER MATRIX SHALL BE APPLIED TO ALL FINISHED SLOPES DECREASE EROSION. IMMEDIATELY UPON COMPLETION PER TIME FOLLOWING: -< 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE 1.) APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR �`. •^, `•, 'S ; v :� , ., x .\ I +. .i k..c'.f x r G(;. ,. , ri' S CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL „i, ; SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. g, . I ; PURPOSES. EROSION SHALL I� PR NTED BY PLANTING kz FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND ' 2.) BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. I , THE SOIL :,. t <, " e ip I, ; 4 ``h Nv 3.) THE SITE MUST BE PROTECTED WITH BROW DITCHES AND/OR DIVERSION BERMS 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE AT THE TOP OF SLOPES TO DIVERT FLOW FROM FACE OF THE SLOPE. ., k , EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 4. BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE 7. WATER USAGE FOR DUST CONTROL SHALL 13E MINIMIZED. ) (LE. APPLICATION FROM `., .-' '- "•�\ �_ ' 1 `� 'r:..__,.. t � x;', t t, ' E =.Y � ON-SITE CONSTRUCTION kiATEf MULTIPLE ANGLES). gyp :......... +, r - , , •,� 3°F... + STtE 5.) FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN ` ,, 1. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO - ! " CONJUNCTION WITH SEED EROSION CONTROL VEGETATION. _ „ I „ I PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE ''" ,.,r `•.•' P,q'Fi1HrR ".5. ?c3s,. A3 Fs50 + * i , j 1 +, 4L !sw-L, Eh k.&iEhQ RE2:3R u W. T(%,v, PRODUCTS WHERE THEY WILL STAY D 4Y OUT OF THE RAIN. � , , � . 6.) A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS �a-- ,, , -. ,.,!1 �,< irsa, rnr, o-s,. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL - FUEL STORED ON-SITE. BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES ::, - .... AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR q;. _._�.._. ... i___. rs. 4 t,Fr'FC'? - q. ,• .a.__... - <x, r FOR APPROVAL ___• _ �,., 1r,P�rE 'JC 2. ELIMINATE OR REDUCE POLLUTION OF TORMWATER FROM STOCKPILES _.._._ . �._ _ rT. T_-._..,- A _r_ �r• '<, , a. - . _ KEPT .- .__._. I � t . EP ON SITE. STOCKPILES MAY M1CIJI7£ SOIL PARING MATERIALS, -_ -z ra«w-� �� -,. I „X ` x ASPHALT CONCRETE,C ETE, AS <. .. _., ,w . .,. ._ � E E,° ETC, STOCKPILES SHALL BE ' " • . �. �"' LOCATED AWAY FROM CONCENTRATED TORMWATER FLOWS AND �,,, i rte•' °� � , ,'k•� >£:"+..,-... .s ! , { .% �.• : .�r...'4c.._.a„. z. v.. . :^*+? �.. .-.. '�--� $`��'�T .. . .., 1 e $ , r. .�p :.l+y :ry..._., .ti_:.r,6 +1" , s .. STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED ,w � �;,, , WITH SOIL STABILIZATION MEASURES A PROVIDED WITH A TEMPORARY �{ i <-�.a- `'- .. LEGEND SEDIMENT BARRIER AROUND THE PE TER AT ALL TIMES. �� ' p� .:�" -yy � `^•�^• y� .._._. ,., �/ ,� i.-:z...._ �, r'��: •.r 'F' � ,iA '35 �. 'Y l _ „`ma?'",w"�e.,„°,�n L r.�. ,..;. rs�f y � I .,, � ._ .." ..., ...-_... r. • , , ...... ,. `, ! ,r.:.. ' f .! S s r� . z:', _.:, 5C ,i F9'�!S't �V <ffi Fi,�✓eYf' i TRAINiN6 SAND BAG/SILT FENCE BARRIER PER CD36 & CD38 } t V .¢i i _., -v. . : F.':;: .," .-......... (l.,yy� ( < t, S. d t. ,p,�t.k .y .'1 f _ I _•.:e .::x x .� I ',' .y, ,.. j ,r ...._.._ s ,± . x v ._ a,..:. '.S}tt�_,1 CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY _ ".y, , . . .- _. _ STABILIZED CONSTRUCTION ENTRANCE PER CD29A f , _� .�. .. OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF _ 4 ,.,T- 4 ._ .. z ENCINITAS STORMWATER POLLUTION CONTROL ,,. R REQUIREMENTS. THESE of - BMP NOTES SHALL :� _ ALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE ti � $ I ` PROPERTY OW R .t _ NE (S) AND THE PRIME CN RACTOR MUST INFORM MATERIAL DELIVERY AND STORAGE AREA PER C010 MS f \_ i F . . �, a.i , . , ;t, I :x i of SUBCONTRACTORS ,` 4 -_-{ ,} .5.� .ii_ - ��i.t`n.I �. -� A. $ : .,,. tfJ, s:=, 1s �TCn•'.. { �ff �, I 9.:4- ABOUT STORMWATER REQUIREMENTS AND THEIR OWN I_,, fia":; RESPONSIBILITIES. SOLID WASTE MANAGEMENT PER CD13 , WASTE AMEPT k 's" ,� `•; . , EF t ,�,, s' 1 Ti HAZARDOUS WASTE MANAGEMENT PER ! 14 ( "� '' - GD .r , 6rt�� .fz+Sftr 1 �a « 1. CONTRACTOR R HALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING Of . . . t HYDROSEED . . . . . :,;, _ . e,r... :• , , UNUSED OR WASTE PRODUCTS ON THE GROUND WHERE WATER CAN , [r .�.�. .�. l .., f I u' `��'tt r. -;4,' < :i s L.h_ •" °.t� .F \ 1 k +kw. �• t�,n:,1C -t ter , ,i;.. f ty t f„"M tV -i i .t... -,'3 II tt • r ✓ _.... ' bpc. is t -.'. ` _.x { 3 f ,T.e.. . I :, M1 2 • N�._� <-y CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. -.�•i,'r; .,G �.� -, � ,. _ �, �� , __:;fir : : ,:, . .. E � ..,1 , , ,• .Y � _:��. _ 3' t,F.,..:.Fa., :>. � �..,. -.�,� _.., � 1 e .+,.- a r r x ,,„,3 .: f"g < 2, NO SEEPAGE FROM DUMPSTERS S14ALL BE DISCHARGED INTO -_,' ,' STORMWATER. BERMS DIKES SHALL PLACED AROUND DUMPSTERS 1 J v Y � '' - (_. -- , TO DIVERT THE NATURAL STORM RUNF. DUMPSTERS SHALL BE 1 V CHECKED FREQUENTLY FOR LEAKS. IItMPSTER LIDS SHALL REMAIN " Yy "1 CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED +:..' ' r -I'. Y WITHIN STRUCTURES WiTH IMPERVIOUS ROOFING OR COVERED WITH +' ; I TARPS IN ORDER TO AVOID RAIN CONTIACT WITH ANY TRASH MATERIAL. � hM{ '• �'p ( i S t� � j k, " y, 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED i L. _,., a' , C `t �.,. S \ r' •p�.,.•. I.,r f 4 r-`=.. i 4 t i _°'I _<. i ! ; i 1: - : 1 €.Ysi.Smr, v_.hr,.Ai R•.. .4'.K.r PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND a r �,•c:= _. s ,'__ . , :t )' CLEARED VEGETATION CAN BE RECYCL . NON-RECYCLABLE MATERIALS _._ _ _ - -= ,1:'" MUST BE TAKEN TO AN "` APPROPRIATE LANDFILL OR DISPOSED OF AS `'.,. \ti ;" ( ,; .{ ua -1' uj HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MI. ! I I z r I MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT 800 " -. .. °qy tt 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS _, ,r f•,,.�� ,. ,.: �.� ., .,:� � , _,__._ z. .E _ � 5; '"` ;;::�a -'" „'�; i �_ Y CALL EDCO AT (760) 436-4151. ' . i U i' , { r,ft I t 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH l i ; CANS AND RECYCLING RECEPTACLES ,SOUND THE SITE. a , `•....• z , 240404-x sc, l i " r SAN L?I t3Ut34 INC note round Service Alert ? ,, s � .. 11 r IsA$ I L z ENCINITAS,MANCHESTER, SUITE 'I lS Cai}; TOLL FREE ENCINITAS, CA 92024 - - PHONE: (760) 753-5525 , .,, 0 - 1t BY: l Z W 422-4133 CIVL ENGINEERING • PLANNING RCE: � LAND SURVEYINta� TWO WORKING DAYS BEFORE YOU DIG REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE cIC APPROVALS CIS '( �I= EI�JCIPJIfi,A►S ENGINEERING DEPARTMENT dRA 1NG NCB. I 1561d DESCRIPTIOWLAKE DRIVE CHIS SQ W END PLAINS PREPARED UNDER THE SUPERVISiON OF RECOMMENDED API GRADING PIS FOR: NW CONC CURB RETURN LAKE DR. DATE: 19-17--01 BY: BY: . LOCATION: LAKE DRIVE AND BIRMINGHAM HORIZONTAL (� y /'� a RECORD FROM: 1980 SD CON DOT � � R.C.E. NO :409$0 DATE- GL., DATE: �� t� Ar 5 9 T G 6 0 " � �' � "`iA ELEV: 323.1 DATUM: USGS VERTICAL BARRY L MUNSON EXP. 3-31-07 R.C.E. R.C.E. EASE NO. 0-229 CREST DRI1� ��"f OF U:\1DATA\ENGINEERING\4925\DWG\GRARING\4925$R'-ER.DWG 10/12/04 FU K: 4925