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2010-10489 SG (Plans) J FED GRAD A W, PL A A S F ORaw Nm TO THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS 7W' STANDARD THESE PLANS AND THE STAND WCWCA}FVa AND THE REGIONAL STANDARD S CA;TIO FOR PUBLIC NARKS A A NMIC]7ON, THE G O A A REGI N MA GD L EN , ECKE YM­C' DRAN9NG5 AND OF STANDARDS OF THE CITY OF ENCINITAS AND 774E SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 1. STANDARD SPECIRCA77ONS FOR PUBLIC WORKS CONSTRUCTION (CURRENT EDITION), 2. 771E SOILS REPORT 7I71ED "Ea'E'OTECHNICAL /NVESTTGA770N, MAGDALENA €CIC€ YWCA, R1'l�T OF WAY THE RECIONAL SUPPLEMENT AMENDMENTS WAY PLANNED PRESCHOOL ADD177M 200 SAXONY ROAD, ENCIN17AS CALIFORNIA" OWNER IS 70 OBTAIN A CONS7RUC77ON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST TANQ RQ QRA,W AfGS PREPARED BY SOUTHERN CAUFORNIA SOIL & TESTING DATED SEPTEMBER 2, 2009 48 HOURS PR /OR TO XVRKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WKL P ADDITI SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE RESULT IN AN ISSUANCE OF A STOP WORK N077CE AND DOUBLE PERMIT FEES. IT IS THE 1. SAN DIEGO REGIONAL STANDARD DRAWNGS DATED APRIL 2003 DONE IN ACCORDANCE W9TH THE RECOMMENDA77ONS AND SPECIRCA77ONS CONTAINED RESPONSIBILITY OF THE ONINER TO KNOW OHER£ THE LOCA77ON OF THE PROPERTY LINE IS IN SAID REPORTS APPROVAL OF THIS PLAN DOES NOT CONS777UTE APPROVAL OF SIZES LEGEND $TU. DWG. 3. SYMBOL LOCA77ON AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WTH /N 70POWAPHY PROPERTY LINE STREET RIGHT -OF -WAYS SEPARATE APPROVALS AND PERMITS FOR THESE SHALL THE fX /STING TOPOGRAPHY AS SHOWN ON THIS PLAN WAS COMPILED BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. FROM RECORD DOCUMENTS AND FIELD SURVEYING PERFORMED BY STUART i° EXIST. CONTOUR .� 362 -- -�, 4. W IT7EN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. ENGINEERING _ - C PROPOSED CONTOUR _ 361 - --- 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TQ EXISTING UTi N�TEfl iSG`LAIME.R " n TOP CURB ELEVATION (ABOW LINE) — 36_ a PROTECT ADJACENT PROPERTES DURING GRADING OPERA TONS. ANYTHING � � DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COND1770N = ® FINISH GRADE ELEVATION (BELOW LINE) 60 EXISTING PRIOR TO GRADING PRIVATE ENGINEER'S NOTE TO CONTRACTOR EXIST. ELEVA77ON (362.5)/(3625) 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK THE EXISTENCE AND LOCA77ONS OF U77LITY PIPES, CONDUITS, STRUCTURES, POLES m WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABUSHED AND REPLACED WIRES OR ANY OTHER FACIU77ES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A -� BY A REGISTERED aWL ENGINEER OR A LICENSED LAND SURVEYOR. SEARCH OF AVAILABLE RECORDS AND ARE /ND /CA TED HEREON WITH THEIR EX /STING WATER I APPROXIMATE LOCA77ON(S). 7HE ENGINEER OF WORK MAKES NO GUARANTEES OR _ h 7. THE CONTRACTOR SHALL DESIGN, CONS7RUCT AND MAINTAIN ALL SAFETY WARRAN77ES THAT THE U77LI77ES SHOWN COMPRISE ALL UTILITIES IN THE AREA, DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO EITHER IN SERVICE OR ABANDONED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR r - r' V ! i W 6 - CURB W IBA SE PER SDRSD G -1 ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND & CITY OF ENCINTAS ROMNTS VERIF/CA7)ON OF THE LOCATION OF ALL U77L11)ES, WHETHER SHOWN ON THESE __ _ ( �' „ I , I a 6 CURB AND GUTTER W ASE PER SDRSD G -2 RfGULAT/ONS PLANS OR NOT, PR /OR TO START OF CONS7RUC77ON AND N077FY THE ENGINEER OF knj �._ L _ x ( WORK OF ANY DISCREPANCIES THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH - 77y 0j -- - a3 o,.o ..__ . _ '. ` & CITY OF ENCINTAS RQMNIS (/) - a 8. GRADING AND EQUIPMENT OPERA77NG WITH /N ONE 1 2 MILE OF A THE S17F AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXIS77NG FACIL177ES L i I 'j I Y -: 6" ROLLED CURB AND GUTTER W/BASE PER SDRSD G -4 S77�UC7URE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE AND /OR ANY ASSOClA7£D APPURTENANCES RESULTING DIRECRY OR INDIRECTLY -�y �. -�� . �,U HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS, AND C/TY FROM HIS OPERA PONS, WHETHER OR NOT SUCH FACIL177ES ARE SHOWN ON THESE I &CITY OF ENCINTAS RQMNTS F e s RECOGNIZED HOLIDAYS PLANS CONCRETE WALKWAY /tJR /VE (BY OTHERS) 9. NO GRADING OPERA77ONS SHALL COMMENCE UN 77L A PREGRAD/NG MEETING HAS THE CONTRACTOR, BY ACCEPTING THESE PLANS AND /OR PROCEEDING WITH THE TRENCH DRAIN (NDS) SIZE PER PLAN — — — — BEEN HELD ON517E N1774 THE FOLLOVWNG PEOPLE PRESENT CITY INSPECTOR, GViL IMPROVEMENTS HEREON, AGREES TO ASSUME SOLE LIABILITY AND HOLD THE I ENGINEER, SOILS ENGINEER, GRADING CON7RACTOR AND P£RMITTEE. THE ENGINEER OF WORK HARMLESS FOR ANY DAMAGES RESUL77NG FROM OR TO THE ! , - 18'X18 "CONC. PAD PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN EXIS77NG UTILITIES - - -- " ' . W/LOOSE COBBLES ON TOP ADVANCE BY CALLING (760) 633 -2770. r CA ' DIG ALERT N077C� I EST WAY VEGETATED SCALE (BMP) PER DETAIL SHEET 2 D WAY rcr ez 14;y- _ - R - 10. ALL IMPORTED SOILS SHALL BE APPROVED BY THE GE07ECHNICAL ENGINEER PRIOR TO SEC77ON 4216 OF THE CALIFORNIA GOVERNMENT CODE REQUIRES THAT A DIG ALERT ,x - i'rz — 1 _ T�u' HAULING TO THE S17E AND PRIOR TO HAUUNG DIRT OR CONSIRUCTION MATERIALS TO ANY /DEN77F/CA770N NUMBER BE ISSUED BEFORE A "PERM I T TO EXCAVATE' WILL BE - - SILT FENCE PER DETAIL SHEET 2 PROPOSED CONSTRUC77ON S17F WNN THIS PROJECT THE DEVELOPER SHALL SUBMfT TO VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SEI7V/CE ALERT AT - - ' AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE 8 -1 -1 AT LEAST TWO WORKING DAYS BEFORE YOU DIG GRAVEL BAGS/F/BER ROLLS PER DETAIL SHEET 2 OHO DEVELOPER SHALL COMPLY WITH ALL COND177ONS AND REQUIREMENTS 774E CITY ENGINEER - MAY IMPOSE WITH REGARDS TO THE HAULING OPERA 770N. KEY MAP SAWCUT LINE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT SCXLS ENGINEER'S MWCA lE — PRIOR 70 FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN SCALE 1 " -50 AS- GRADED GERTFFICA77ON SHALL BE PROWDED STATING "THE GRADING UNDER 1, GARRETT FOUNTAIN, A /REGISTERED GEQTE'CHNICAL ENGINEER IN THE STATE PERMIT NO -SG HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL Wa7 INDEX OWER EARTfOWK ABBREK477ONS SWBO NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE SOIL PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNA77JRE OF CON0177ONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY 777LE' S HE E7 ............... ..............................1 MAGOALENA fCKE FAMILY YMCA CUT = 15 CY INVERT ELEVA77ON /E THE GV1L ENGINEER AHO CER77RES SUCH GRADING OPERA77ON. DIREC77ON ON THE DA7ES OF AUGUST 25 2009. ONE COMPLETE COPY OF THE N07ES AND DETAILS 2 200 SAXONY ROAD FILL = 15 CY SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDA77ONS, HAS ' ' "" ' ENCINITAS, CA. 92024 EXPORT = N/A TOP OF GRATE TG 12. THE APPROVAL OF THIS PLAN OR ISSUANCE OF A PERMIT BY THE CITY OF ENCINITAS BEEN SUBMI77£D TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, l HAVE SIMPLIFIED GRADING PLAN ...................3 PHONE (760) 942 -9622 X1208 OVEREX/RECOMPACT = 200 CY CATCH BASIN CB DOES NOT AUTHORIZE THE SUBDIVIDER AND OWNER TO V70LA7E ANY FEDERAL, REVIEWED THESE GRADING PLANS AND CER77FY THAT THE RfCOMMENDA77ONS NOTE.- THESE ARE RAW OLIAN7777ES ONLY 774EY DO STATE OR CITY LAWS, ORDINANCES, REGULATIONS, OR POLICIES, INCLUDING, BUT NOT INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED EROSION CONTROL PLAN ..........................4 APN EXISTING EXIST NOT CONSIDER REMEDIAL GRADING REQUIREMENTS OR LIM17ED TO, THE FEDERAL ENDANGERED SPECIES ACT OF 1973 AND AMENDMENTS IN THE GRADING PLANS AND SPECIFICATIONS BULK AND SHRINK FACTORS, AND ARE APPROXIMATE TYPICAL TYR THERETO (16 USC SEC77ON 1531 ET. SEQ.) 256- 340 -20 FOR BONDING PURPOSES ONLY TOP OF CURB TC 13. A DIG ALERT IDENTIRCA7701V NUMBER SHALL BE ISSUED BEFORE A "PERMIT TO �j /� 2Gs /G FINISH GRADE FG EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT ID NUMBER, CALL UNDERGROUND GARRETT B. FOUNTAIN, G.E. 2752 DATE LEGAL DESCRIPIION FINISH FLOOR FF SERVICE ALERT, 7OLL FREE 1- 800 - 422 -4133, TWO DAYS BEFORE YOU DIG. MY REGIS IRA 77ON EXPIRES 9/30/2010 o�€ssiO THAT POR7)ON OF THE SOU 774WEST QUARTER OF THE NOWMA77ONS SOUTHERN CALIFORNIA SOIL & 7ES77NG o eR �� s r .� B. SOUTHWEST QUARTER OF SEC77ON 10, TOWNSHFP 13 CONCRETE CONC. 6280 RIVERDALE STREET yr ti OWNER CER ti c, , SOUTH, RANGE 4 WEST, SAN BERNARDfNO MERIDIAN, IN 1. THE EXISTENCE AND LOCATION OF UNDERRGROWD UTILITY PIPES AND SAN DIEGO, CA 92120 �? . i lT lS AGREED ]TEAT Ft€LD GONDf7IONS MAY R€QU#RE GIANGES TO THESE PLANS THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, SHOWN ON THESE PLANS HERE OBTAINED BY A SEARCH OF w N. z AVAILABLE RECORDS TO 774E BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING TELEPHONE 619- 280 -4321 Ex o s /3o /2o10 z ACCORDING TO THE OFFICIAL PLAT ]HEREOF. A U77ES EXCEPT A5 SHORN ON TH T O PLANS, HOWEVER: * .P lT IS FURTHER AGREED THAT THE OWNER ( DEVELOPER) SHALL HAVE A � r M N� REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, AL7ERA770NS OR ADD177ONS THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO FOF Cg1�F� ' TO THESE PLANS WHICH THE CITY ENCIN€ER DETERMINES ARE NECESSARY FOR Q0 PR07FCT ANY EX /STING U77LI77£S OR S7TRUCTURES LOCATED AT THE WORK SITE. DESIRABLE FOR THE PROPER COMPLETION OF THE lMPROV€MENTS LEUCADIA BLVD d IT I5 THE CONTRACTOR'S RESPONSIBILITY TO CONTACT PIE F04LOWNG OWNERS OF / HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS V-• SAID U77LI77ES OR STRUCTURES PRIM' TO ANY EXCAVA770N, FOR VETNRCA77ON AND BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77WTY AND N LOCATION OF U7X/77ES AND NO77FICA77ON OF COMMENCEMENT OF WORK. ADWSE OF THE COMPAC770N AND STABILITY OF THE SIT€. 0N A. SEIWRS — ENGNITAS SANITATION DISTRICT (760) 633 - 2770 STATER/ T OF ENGl1%fE 4 C WgRK S/ a GAS & ELECTRIC - SOG&E (619) 654- -8666 G �f /� o SAXONY IN. C) C. WATER - SAN DIEGM70 WATER DISTRICT (800) 227 -2600 5 D. TELEPHONE - .BC (619) 574 -4317 THE UNDERSIGNED ENC/NEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY RONALD LELAKES ASSOCIATE EXEC DIRECTOR DATE SEA CREST WAY WITH THE GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S TRADE OR PACIFIC E CABLE TV - COX (619) 263 -9251 PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN MAGDAL€NA ECKE FAMILY YMCA OCEAN ADELPH /A (760) 931 -7000 ACCORDANCE WITH THE RULES AND REOULA77ONS REQUIRED BY THE CITY OF ENCINTAS THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVE7W PERFORMED BY THE CITY OF ENCWTAS IV ITS CAPACITY AS ENGNITAS BLVD. 2. CONTRACTOR SHALL NOTIFY THE GNY ENGINEER'S OFFICE 48 7 I A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DENRMINA770N BY THE CITY OF BEGINNING ANY WORK ON THIS PRO CT PHONE • (760) 633 -2770. ENCINITAS OF THE TECHNICAL SUFRCIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE 0 J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR /NSPEC770N. DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS MINI TY MAP O Z PHONE (760) 633 -2770. BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION MEL BE SUBJECT TO AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY /N✓URY ARISING NO `SCALE RE✓EC77ON AND REMOVAL SOLELY FROM THE AfEGLIGENT AC7S ERRORS OR OMISSIONS OF THE ENGINEER AND HIS/HER AGEN7S OR U EMPLOYEES AC77NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF WORK PERFORMED BY 774E ENGINEER. uT1ITY N ALL U77LI77ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. e � i—. 0 S711ART PEACE, R.C.E. 27232 DATE 0N MY REGIS7RA77ON EXPIRES 3/31/11 No. 27232 STUART ENGINEERING *:Exp. 3 - 11 7525 METROPOLITAN DMIf, SUITE 308 SAN DIEGO, CA 921,E (619) 296-1010 DEYC : ALIT ry k A-f.11�Li [ STUART �II'EER DRAWL' � W R WED Y 7525 METRROPOUTAN DRIIrE STE JOB DAt. STUART P6AACCi1a'L` SAN DIEGO, CA 92108 (619) 296 -1010 d- Z • 14 .1 k �' SuSMP MP PROXCT STA FAX (619) 296 2 -8`10 (D 0 aq IGNATURE EXPIRES 2 YEARS AFTER DATE STAAdDARD PROJECT Joe 1064 -10-03 LL' ,. W REVISIONS APPROVED DATE REFER NC > DATE BENCH MARK SC ' Eft` AL � OVALS .., ALE H. M CTTY PJOIIV�'TA.S ENGINEERING SERVICES DEPARTMENT DRAWING N0. W. I /. SkT; 12 2 !6 DE 51pPIP .• SURWYPT./rmMR CITY OFENCINITAS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP V � As- ,aull_ 2 I slaerEY c I1Rrx NEnkORx L / 409417@16. 25 OF ENONITAS BRASS Pi IN nlE I �� G,0 ,� �� NOTES � SOUTHW ST CORNER OF A DRAINAGE MET BOX AT 174E 1WS HORIZONTAL ' t DATE � "�� "BY: � .s^- BY: ' MA��ALENA �''� 1�A 10489-SG Q Lo 59DE OF PARKING LOT SIDE OF SAXGWY PLACE 00 A OF SAXONY ROAD. D. NIA R.C.E. NO., i-i i DATE: tz 2 l 19 DATE: f 1 WONY N VERTICAL STUART PEACE 3_31_11 ~ � R Anon!• 173189 DA7U ., NAlvse EXP. WORK PROJECT NO. ENCNTA4 CA. 9202 CDP - N/A SHEET 1 OF 4 (n tdA a` CR WASHOUT .. NOTE. R INSTALL FIBER ROLL R/W /W C,OIYT� \ 1. CONTRACTOR SHALL EST,r XtSM AMP IW AN ADEQUATaY SM CaWAFIE W W W W S r : N ALONG A LEVEL CONTOUR W4SMOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH W W W r : W W W W 5' CONCRETE, SLURRY, MORTAR STUCCO, PLASTER AND 7HE LIKE INTO THE SIORMWA TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASH041T LOCA77ON �/� J �F(9{ t� p��+�. t 7TCAL A4�ING VARIES W W W W 1 +' W 1. A STABI SITE A CAS SHALL BE PIFOIED FOR VEHICLES V EGRESS AND 1NO� TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE IF SLOPE - ? 1 OR LESS ^MAX QF 20 FT ' W W W r W W ' 2.5' FNLTER FABRIC USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLATES IF SLOPE BETWEEN 4 AND 2. 1-MAX OF 15 FT W W �r W W W \ c�3 : `� IF SLOPE =2.• 1 OR GREATER -MAX OF 10 FT. FLOW �_ �// /� „ � m � CONS7RUCT70N aw= / ^ 1. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRA/N SHALL BE DEA7ED FOR CONSTRUC770N VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE W W W �� /�� /I �: /�� /�� /� /. TpLr OF 1 EQUIPMENT MAINTENANCE: ALL MAJOR REPAIRS SHALL BE MADE OFFSI7E. W INSTALL A FIBER ROLL NEAR I I SLOPE 2 BAGS IT EROSION CONTROL y W IN A S7EER I 6 PER SLOPE TTONS " HIGH I X6 °7RENCH o' 1. EROSION CON7T t MUST BE AROWWW FOR ALL EROSIVE S Ad S SLOPED I I IN TH TAMPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST � BY INSTALLING � BACKF7LL EROSION RESISTANT SURFACES SUCH AS EROSION CONS MATS, ADEQUATE GROUND C%V VEGETATION, AND BONDED R78£R MATRTTf ROLL INS + TALLA I �^ �+ SEC �+ }gip �+ NO EXCAVAMW AND GRADING AC77V777ES ARE ALLOWED DURING NET KEA7HET7 2 / / !`ICAL J 77ON F OR SI LT FEN CE �� � � �± + r d p u NO SCALE w4 ka iili 4 .t m LETS SUMP 3, OtIND. NO SCALE NO SCALE USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES 7' 4. REMOVE EXISTING VEGETA7701V ONLY WHEN ABSOLUTELY NECESSARY IMOODEN STAKE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE 7REES OR SHRUBS 2.45' FTL7R FABRIC UNNECESSARILY 7MEY HELP DECREASE EROSION TOP OF FLOW 5. TEMPORARY : VEGETA7ION MUST Of PLANTED ON SLOPES OR WHERE RBER ROLL SLOPE CONS7RUCTTON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST - GROWING ANNUAL AND & "OIA. MIIJ. ' PERENNNAL GRASSES 70 SHIELD AND BIND THE SOIL �`}�. � \� 6. PLANT PERMANENT 14rGETA77ON AS SOON AS POSS18K ONCE EXCAMA -770N AND 6 "X6" TRENCH GRADING AC77WZE5 ARE COMPLETE I I MIN TAMPED 7. USE AS LITTLE WATER AS POSSIBLE' FOR DUST QX7710t:. BACKFILL ON -ZIZg 77ON AtA7ER Cls� 2 "X 2" 1. STORED MATERIALS SMALL BE CONTAINED' IN A SECURE PLACE TO PREVENT WYJOD STAKES �p �► L �Eti ! ! /+�/ ©N FOR IL T FEN SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE MAX 4' SPACING T / / THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE �+A /•�^�/ � NO SCALE 2 EUMINA7E OR REDUCE PODU77ON OF STORMWATER FROM STOCKPILES KEPT T PICAL SEC 77ON FOR ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE w AGGREGATE BASEL, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM NO SCALE CONCENVM70 STORMWA ER FLOES AND STORMDRAIN INLETS STOCKRL'ES SHALL BE COVERED OR PROTECTED WITH' SOIL STABILIZA77ON MEASURES AND PRO MM WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIW''7ER AT ALL Aw TRAINING � 1. CON7RACANS' EMPLOYEES WNO PERFORM OON:977 WRON AV WE CITY OF ENCINITAS SHALL BE TC BE FAMILIAR WIN THE CITY OF ENCJNITAS a STGRMWATER POLLU TTDL REQUIREMENTS, 7HCSE BMP AM SHALL BE AVAILABLE TO EVERYONE`40&AG'ON SI7E: THE PROPERTY OMW(S) AND 774E PRIME C0N7RAC70R MUST INFORM SUBCONTRACTORS ABOUT STORMWAMR REQUIR6JAN7S AND THEIR OlW RESPONSIMUTTES D NA7T1!E A GEMF_NT f7t TER FABRIC 3" GN 1. TRACTOR SHALL BE RESPONSIBLE FOP iROPERLY DISPOSING OF ALL WASTE / AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE 3 ROW'S OF GRA -10 BAGS COARSE AGGRRGATE PRODUCTS ON THE GROUND, W9IERE WATER CAN CARRY THEM INTO 774E 3'RADIUS 1Jf" TO 3" CONVEYANCE SYSTEM 1S STRICTLY PROH15170. 2 NQ SEEPAGE FROM DUMPS7ERS SHALL BE DISCHARGED IN70 STORMWATER. SERMS/DIKES SHALL BE PLACES AROUND DUMPSTERS TO DIVERT THE NATURAL \� � � 3' MIN. COURSE THICK- TK °TO 3 "COARSE AGGREGATE STORM RUNOFF. DUMPS7ERS SHALL BE CHECKED FREOUENTLY FOR LEAKS .^ a \X \ \' 0' DUMPSTERS SHALL BE PLACED UNDER ROOF OR COYER W774 . M. TARPS OR PLAS77C � ' : ��� � . "�r RTLTER FABRIC 0' SHEETING, fie ' NA77W O Lv . T. MANY CONS7RUCT74N M47R"w ' USING =W WT5S WATER -BASED PAINTS �— VEHICLE FLUIDS BROKEN ASPHALTAND CONCRETE; k0b,' AND CLEARED + * yA O VEGETA7ION CAN BE RECYCLED. NON- RECYCLABLE MA7ERIALS MUST BE TAKEN TO SLA.BLI ,4 ED S EN� N /LIT 71 AN APPROPRIA7E LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR & AR M 4 KA �+� -"*-- INFORMA7TON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE NO SCALE NO SCALE �I HOTLINE TOLL FREE AT (800) 714 -1195 FOR INFORMA77ON ON LANDF74LS AND 70 ORDER DUMPSIERS CALL EDCO AT (760) 436- 4131. ON 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS N AND RECYCLING RECEPTACLES AROUND THE 97F 5. POR TABLE TOILETS MUST BE IN G, 0 OORKM ORDER AND CHECKED = FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE 7014E7S AWAY FROM STORMDRAW INLETS ON PERVIOUS SURFACESS 6, ALL C088,7RU0770N , T Y : Tom' S + GU^'T , , AND $7 CON73 .. C THA T MAY HAVE TRAVELED" AWAY 1TTOM C l DE9tG _ _. -.... NER: N.H. ry N No. 27232 DRAW Exp. 3-31-11 STUART ENC4NEERING * * 7525 MVROPOL/TAN DRIVE STE JOB DAB. u. ` SAN DIEGO, CA 92108 (619) 296 -1010 2 -8-10 �F pF IR FAX (619) 296-9276EMAIL:SE@stuortengineering.com JOB NO: � 1064 -10-03 z [ REFER NCE OAT£ T ROV RiTvISION APPROVED DATA BENCM MARK SCALE SPECIAL ©ISTRIC AI�P # Qty f� IV ��IIT . � ENGINEERING , F��fICES DEPARTMENY DRAWING N0. W 0 WRIfY PT. 1026 PER a7Y OF ENWMS ,qS ,BGfL � 1 / Z-a'fa! �. # PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP APP D � MRWY CON1ROL NEnIORK N /1/1. .19. NOTES ANE! AkS L4D6II 25"0 rY OF ENCINITAS BRASS DISC IN n1E HORIZONTAL I DATE h' • N 4' BY. , AA BY: ' SOU7NKST CORNER OF A DRAINAGE INLET BOX AT 174E NEST 6&� 1 272 MAGDALENA ECKE YMCA 1 0489 SG < N E& ew � , SIDE OF PARKING LOT FOR OFFICE BUILDINGS ON ME SOUK R.C.E. NCI. '' SIDE OF sAxONY PLACE FOO FEET msr OF SAXONY'ROAa R11CAL NIA DATE: DATE: f -- L ) STUART PEACE 3 -31 -11 ELEVAnav 175189 DAMM. NAM EXP. WORK PROJECT NO. TA$ CA. 9204 CDP - N/A SHEET 2 0 4 (n 166,60 FF (� 166.57 166.66 _ PROMSM FACE OF Ft' 1 611 ANC ( r6t) - -- - - R AW , ° wif CONIC PAD T *111TiT g D 1. BLpG C R ER T VARIES 16.b X30 1 168.90 TW 16 1. - 1 #5 4$ 166.11 $ D' WfRA/LS 166.74 FG 166.06 166.10 166: 165.4$ FA TED _ RAMP EMST. ,1' , 16 .0' 16 ` SS++ VV - - -- t7W1J 166.00 JOfM _. RAMP W17H RAIL P 166.3 XIST �: J " .SlAdWAF£R Flitil P�1RPD5ED TO "` E✓� li. 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Li R6IOCAT£D SHEI1 77?ICY IE S777RAGE •' 70R REMAIN NCE OF WORK I 1.5'txca NG wa 164.2 C 7 E q (BY Owes) - -- 164 9) 163.36 163 68 374 .. \~ 163 96 1' 165 46 INCOMING SCALE I 1.5' X ROCK PA A & COBBLE rO - -_ 11 0 R& NG c ONCI�ETE C PEA' ' HAVE SAME tE AS ro I?EMAIIN DE T: B� MOW cLIR o '# S EXIST. AC CURB OPENHVG 3" PAST OPENING ( ) -- - CURB Tn REMA CD _ 65.73 FACE OF EXIST. CURB SA#Cur 1 OPENING KJ Q 164.11 165.70 EXIS7NG CURB 163.70 Q 165.23 l *flew C _ - NO SCALE NO SCALE ON .'SCALE 1 "-F 1'B' �- cr 163.96 r , OESIGN£R: c1 ExP 2 3 11 I UART ENGINEERING fJRAkN: R Lu Q * * 7525 METROPOLITAN 9 1f STE 3D$ D " SAN DIEGO, CA 92M (619) 296 -1010 2 -8 -10 FAX (619) 296 -927$ EMAIL: SE&tuortengineering.com JO V .: 3 1064 -f0 -03 C + W REFERENCES DATE DATE :: �H' 14PFR0�/ _. , REVISIONS APPROVED �>�K �1�..� ���� � �.� "�'�` IN f2G .. .* �INtTA� ENS EE NC SERVICES DEPARTMENT', QRAWING_NQ. w MWM- SURWY PT. 11 P ER 026 ER C O ENC(ANTA PLANS PREP RED UNDER SUPERVISION OF RECOMY ENDED APP E � M D oEraet suR Y cavrRa N €7WK P AI f SA# +�4OM P�.�II ° T /N SEE LA _ LAG z5 aTY OF Bv4C#W AS BRASS DISC THE HORIZ ONTAL DATE BY. BY: d 1 0 4 8 9 - SG 2 °P(p 11 HOR ONTAL Q' R.C.E. 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PER CITY OF ENdN/TAS _ _ l 1 z 6 a /1D2G PLANS PREP ABED t R -E� R SUPERMSI OF RECOMMEN APP T�, � / ; �/ NETFl $ MWON 04 VI ry 15P CITY OF ETA BRAS$ BI I N TH PLAN ,�`E DATE 1 r HQtNAL BY: ILA BY: r /� A A / ►j//�n SOUTHNEST CORNER OF A DRAINAGE INLET W AT THE NEST MA GDALENA ECK Y MC A A I GT/]V l QQ — SG Q Ln SIDE OF PARKING COT FOR OFRCE BUILDINGS ON THE SOUTH 1 27232 - , Sure OF SAXOVY PIA( 200 FEET xeST OF SAXONY ROAD. VERTICAL NIA STUART PEACE R.C.E. NO. DATE: 41 2211 0 DATE: — 4 4Z/4 40 200 SA "NY ROAD f— Lf� ELEYAnar 175189 Dflf1l6r NAVeea EXP. 3 -31 -1 1 WORK PROJECT NO. MNITA.S. rA. M24 CDP — N/A SHEET 4 OF 4 (/)