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2004-9000 G (Plans)NoText CONSTRUCTION NOTES: BMP LEGEND EXIST. TYPE F CATCq BASIN `0� �`� \ SAND BAG /SILT FENCE BARRIER PER CD36 do CD38 PER 6494 -G .�\ C \ �Q 1S� STORM DRAIN 1: 12" PVC SDR 35 DRAIN LINE 03.17%. STORM DRAIN 2: 6" PVC SDR 35 DRAIN LINE 01 %. � 450 �QQ S3 \� 2� STABILIZED CONSTRUCTION ENTRANCE PER CO29A ��' '`� STORM DRAIN 3: 8" PVC SDR 35 DRAIN LINE 01 %. MATERIAL DELIVERY AND STORAGE AREA PER CD10 M DIRECT GRASS SWALE BACK INTO \' EXISTING CONCRETE DITCH 4� STORM DRAIN 4: 8" PVC SDR 35 DRAIN LINE 01.576. SOLID WASTE MANAGEMENT PER CD13 50 STORM DRAIN 5: 6 " PVC SDR 35 DRAIN LINE 02%. STORM DRAIN 6: 4" PVC SDR 35 DRAIN LINE 024.0%. HAZARDOUS WASTE MANAGEMENT PER CD14 Ai t, 0 �..,`�•` � STORM DRAIN 7: 8 PVC SDR 35 DRAIN LINE 024.1%. W W 9 `�� �'!�� •�`�� ® CONTRACTOR TO VERIFY TOP OF GRATE ELEVATIONS HYDROSEED - - � `� � � � �•;'� -, �� _ �: REMOVE 158 OF CONCRTE �\` �/S '\ IN FIELD AND ADJUST IF NECESSARY LANDSCAPE AREA FOR BEST MANAGEMENT SCALE 1 " = 20' A P N 2 6 4 — 091,7z7 D O , DITQR' AND REPLACE WITH ; 91 8 �/ :� ` 9 CONSTRUCT A 10 LENGTH SECTION OF ROCK LINED SWALE FILTER SWALE. 2 �_ O WITH A 10' LENGTH SPLASH WALL 1' HIGH MIN. PRACTICE; NOT TO BE MODIFIED 0 PER DETAIL THIS SHEET 20 40 6O ! - _ 0 BE . MODIFIED �" ,� ` S �. �4 �. WITHOUT A PERMIT FROM THE CITY. /. �'� 0`T CITY PERMIT v` \ `l �• J- PER DETAIL THIS SHEET ROCK LINED SWALE AND SPLASH WALL GG SCALE IN FEET p AVEL BA ECK AM ` -_ 0 r140 a cr _ , ` - 4 - . i _ - 4 w c r f i \' r . 4 h RnL�( —LAMED LPIIAN ' f O� a �"na o LAND LCK AOFN OD � � .. OW? a�o�xncE u� 4 - vow 23 d 2 'o o l ? e °�� 234:x- N ao �, �' TYPICAL GRASSZROCK LINED SWALE DETAIL CP. I Z NOT TO SCALE T } ? / lk oo� NOTES: g P v pu PA .0 .. :. _+ \ LANDSCAPE AREA FOR - BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT .�_, 1 r , 3 - Conk DITCH ( ,/ ' I �==-.� J �� PERMIT FROM CITY. r - � �\ � 3 �� 3 33 • g 1�:T .75 , R 6494 -G 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL D � � d 9 _ 1 0 -22- - ` Q - - 2. FOR ROCK -LINED OPTION, INSTALL GEOTEX WOVEN ?X u 0 MONOFlLAMENT GEOTEXTILE(NO. 117F OR EQUAL) 3 8 - � , -� '�j 3. FOR GRASS or TURF OPTION, INSTALL LANDLOK l �, - -- •_ _ _. __ b F MAT, 0 TRM 450 TURF REINFORCEMENT R EQUAL X34.0 f 4. SEE SECTIONS A -A AND B -B FOR EXACT SWALE DIMENSIONS. 23 .............. -- - = � :::: ::: :-:: -- ---- - - .: - - \ STORM DRAIN (PVT) l f \ 3 AC PAVING 5 \ - ........... .. -.::.: _ :. ................... . - _ \ CONCRETE DITCH / +! FG : r c t _ _ Z ` w 6 f + ' 1 1 tr 18 , T ■ :::::: _ ::: ::.:::: : ::: :: :.::::.:::::: _ : l - - 6" THICK BASE GRASS LINED SWALE ............. ........ - - - -- - - -_. ............. / / TYPE CLASS 2 AS SHOWN IN _-. . .. : .:.. - ---------- • - .. _ - - -. - - - :. _ :. _ : _ : : •= : �• `- �/ �' - DETAIL ABOVE ti - = - -= W =... - 4 4, SECTION A -A tih TIC) GRATE i 0 E. 21 .85 { NOT TO SCALE \ �.Ay�tN CI BERM; To ALLOW Z APN 264 - 091 -84 o 'Q � W W W W T` :... ` :: _ .. .: _ WATER f0 BOND GRATE S I,E 231.10 W W - 8` PVC 1' MIN. Z `..\ _, W W W �_ -•i W W �- .� d' JI I I �! r � .� - GRAVEL BAG -- - W - W i C ST +k / N W \ ENtRA NCIt. CHECK DAM (TYP GRAVEL BAGS i �� SEt D ETA l4 I . 2 W '-- ALL DRAINS) PER NOTES A ~— H ON SHEET 3 . � ON! S SET '' ; � ROCK LINED SWALE -- - - �) _ DETAIL ABOVE - -�_ -- - - -� - - TYPE f CATCH BASS SECTION B -B WITH OPENINGS ON SOUTH dONCf�ETE ITCH EXIST. CONCRETE DITCH AND WEST SIDES. , i It0`' l NOT TO SCALE PER 6494 -G LIP a£V 229.88 ' ! BE RENIO t ' ` TOP EL6 - :231.00 `\ v � I.E. 221.00 _ _ _ SPECIAL NOTE THE TWO GRASS FILTER SWALES AND THE 10 ROCK LINED SWALE SHOWN ESSA �-- _�_ - - - - RECONSTRUCT EXISTING - ON THIS PLAN ARE PERMANENT STORM WATER MANAGEMENT DEVICES AND CUT ANO SAN DIEGUITO ENGINEERING, INC. �,`- -_ CONCRETE DITCHES TO DISCHARGE MAY NOT BE ALTERED OR REMOVED WITHOUT THE PERMISSION OF THE CITY Z h A �N S RO - `° - DIRECTLY INTO NEW CATCH BASIN OF ENCINITAS ENGINEERING DEPARTMENT 4407 MANCHESTER, SUITE 105 N' ENCINM!G, CA 92024 —. PHONE: (760) 753 -5525 NO. 41975 - ._ . 0 J , DIP. 3 -31-06 -- - � C 1 Y 1 ��_\ CMC ENGINEERING PUNNING LAND SURVEYING �f cA\ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS "`AS BUILT" CITY OF E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. I SHEE DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED LOT GRADING AND EROSION CONTROL PLAN FOR: OC 0073- CHIS. SO IN TOP OF HEADWALL 20 DATE: �7 BY ' PARCEL 2 9 (� O _ G LOCATION: SW COR. EL CAMINO DEL HORIZONTAL DATE .V NORTE & RANCHO SANTA FE RD. R.C.E. N0. : 41975 B'r� �� OF RC E: EXP: RECORD FROM: Co.S.D. VERTICAL CNTRL VERTICAL N/A STEVEN R. CROSBY EXP- 3 -31 -06 DATE: P 1 8642 SHEET A OF ELEV: 119.476 DATUM: USC do GS 3 A U:\lDAlA \Lngineerinq\44J2.02 \dwg \4432020P2A.dwg, Date: 11-4-04 FILE N0. 4432 .02 i I + p \, CONSTRUCTION NOTES: BMP LEGEND EXIST. TYPE F CATC BASIN O� ��, SAND BAG SILT FENCE BARRIER PER CO36 & CD38 PER 6494 -G / S• l ' 1) STORM DRAIN 1: 12" PVC SDR 35 DRAIN LINE 03.17X. r - �.��`�\ 2 STORM DRAIN 2: 6" PVC SDR 35 DRAIN LINE 01%. STABILIZED CONSTRUCTION ENTRANCE PER CD29A DIRECT GRASS SWAL BACK INTO O ` 30 STORM DRAIN 3: 8" PVC SDR 35 DRAIN LINE 01 7.. MATERIAL DELIVERY AND STORAGE AREA PER CD 10 MS ITCH CONCRETE T EXISING CONC - \ _ ` � - ��-`" = �'r' STORM DRAIN 4• LINE L ®1.5X. \ \ \ SOLID WASTE MANAGEMENT PER CD13 \ 50 STORM DRA 5: 6" PVC SDR 35 DRAIN 02X. 4" PVC SDR 35 DRAIN LINE HAZARDOUS WASTE MANAGEMENT PER CD14 I _ _ _ ` \, C - - -• \ ' %:" © STORM DRAIN 4.07.. STORM DRAIN 7: "PVC SDR 35 DRAIN LINE ® 1 X. W W _ \ `. HYDROSEED - ��\ �\ ® CONTRACTOR TO RIFY TOP OF GRATE ELEVATION REMOVE 158 OF CONIC /�/S �Q I ' J ` / IN FIELD AND ADJ T IF NECESSARY LANDSCAPE AREA FOR BES AGEMENT SCALE 1" = 20 APN 2 O Q� DIT 'ANDI2EPLACE�NITH �� 8 J I/,� 9 CONSTRUCT A 10 L GTH SECTION OF ROCK LINED WALE SS FILTER SWALE. ' �, S / '� C Y� ITH A 10' LENGTH SH WALL 1' HIGH MIN. 40 60 (�T._TO B . JZI FlED \ <. PRACTICE; NOT TO ODIFIED 20 ��� . ��1�_ `� \\ �'� � 11 R DETAIL THIS SHEE 0 WITHOUT A PE FROM THE CITY. � T CITY PERMI �•� n PER DETAIL THIS SHEET ROCK LIN ALE AND SPLASH WALL 1ivr3:f BA SCALE IN FEET ` �,�fp �,�_:;'✓ /�, �`.� ��•` `Cfif�CK ate\ 1 v _ IN 234 4 \ i ,a2 cm ? / \ — 4 in ROCK -LINED A°A a AN (B IVRF L# WD 8 \, - OILER GEOIEXALE LNVIMC OP77 N OWR LAND LOK ��� , � " \ I � TURF RE/NFA4C£AIf1VT I r P4.7 p AT ,FF 23475j, N ^ \ $�, ., 'L / TYPICAL GRASS /ROCK LINED SWALE DETAIL /''� 3 61 N �� 2313 \ \— \ \� / \ \ \ • tk O NOT TO SCALE cy 1 CT ; r - _ \ \ \ \ \ NOTES: poot 9 ?� - '� - -�� \ ` LANDSCAPE AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT •d'•- \ DI H ~� PERMIT FROM CITY. 234.a �,,� 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATER F �� �=== 3 YARD 20L FF;, 234.75 ; D 39.2 2. FOR ROCK- OPTION, INSTALL GEOTEX WOVEN _� OUR T � \ .� -� _,.....` --.� _ \ = 0p MONOFILAMENT GEOTEXTILE(NO. 117F OR EQUAL) A.V L'!N Q �� ® _� •s g r� j� \ _ S. 0' /� 3. FOR GRASS or TURF OPTION, INSTALL LANDLOK t�� ''�` /_,ll/ r L _ i ` 1 �\ _. TRM 450 TURD ' REINFORCEMENT MAT, OR EQUAL. 4. SEE SECTIONS A-A AND B -B FOR EXACT SWALE DIMENSIONS. 19 �p 33. iF _ 3. -- - _ _ FF -Ift ......................... A l'L HT 12 { PV t ; OR D EXIS 3" AC PAVING IN 0 EX S � FG CRETE L�ITC CO . LO ... .......... I ...... , \ ....._...... - I _F as --�' ....... 6" THICK BASE GRASS LINED SWALE .................... _ ..: :.:. - _ • _ :.._ ._._::. MS v TYPE CLASS 2 AS SHOWN IN - -- 4" 24 s SECTION A —A DETAIL ABOVE ry h \ W - •: �' RAF`FIC G TE NOT TO SCALE V • ._.... E. 21 .8 I �\ AW'�1 'tiryp• _� i RM T LLOW Z A P N 264-091--- 14.5_ "o \ \, ry ti t. A� W W + f j AT R 'Cl EP D/ G RATE // \•.�. .� ' � .. W W W r• :. 8" PVC 1 � MIN Z X W W W W W W y ST,BIL / ? •, [ W •� �OPST ENt 1 , K DAM �Tl'P''' -- - GRA BAGS -- _ �--- _ �%' -� SE R D Al I r 2 w _ A DRAIN - - - - _ -�- - -� ON SHE 3 _ - �- � _ ON SH ; ET ROCK LINED SWALE Z AS SHOWN IN - FJ _........_._._._ �......._ _ ....` _ _ _.._ DETAIL BONE -- -- - Z CATCH BASIN WITH OP NGS ON SOUTH CTION B -B , i \ \ - EXIST:- �QNCRETE DITCH ` ��ND WEST SIDE =S CANE ITC f0� T TO SCALE O PER 6494 -G �`' -- LI� =EV 229.88 r -�E �- Ln - TOP S Cf) -, 31 00 '�- - �' ` — E. 2221.D0 �' ' D U-) �- -- - --- ----�- `! - SPECIAL NOTE: - THE TWO GRASS FILTER SWALES AND THE 10 ROCK LINED SHOWN O M �pFESSi --" -�~ _ _ \� CUT 'ANQ RECONSTRUCT EXISTING ` ON THIS PLAN ARE PERMANENT STORM WATER MANAGEMENT DEV AND � SAN DIEGUITO ENGINEERING INC. N R 0 � y CONCRETt TO DISCHARGE _ MAY NOT BE ALTERED OR REMOVED WITHOUT THE PERMISSION OF T TY Z � ` �\ - DIRECTLY INTO T�11 =W -CATCH BASIN _ \ \ \\ OF ENCINITAS ENGINEERING DEPARTMENT Q 4407 MANCHESTER, SUITE 105 ti, .c ENCINITAS, CA 92024 �. 41975 3 `' '— `r~ \� \`' 0 - - r ?... PHONE: (760) 753 -5525 - _ EXP. -31-06 7 CI W CIVIL ENGINEERING 0 PLANNING f f o! - - -- of LAND SURVEYING C �� � -{ -- '� - - �J - ~ _ •--�� _ '- -`_ z � REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS "AS BUILT" CITY OF ENCINITAS ENGINEERING DEPARTMENT DR AWING NO. ck- Z PLANS PR RED UNDER THE SUPERVISION OF RECOMMENDED APPROVED LOT GRADING AND EROSION CONTROL PLAN FOR: w DESCRIPTION: COUNTY BENCH MARK NO W B Y: PARCEL 2 OC 0073- CHIS. SO IN TOP OF HEADWALL 20 DATE: 7 LOCATION: SW COR. EL CAMINO DEL HORIZONTAL DATE BY' 9 000 — G w 0_ NORTE do RANCHO SANTA FE R0. R.C.E. N0. : 41975 BY. ' ' 8 / RCE EXP: OF RECORD FROM: Co.S.D. VERTICAL CNTRL VERTICAL N/A STEVEN R. CROSBY EXP 3 -31 -06 DATE. /If a A ! PM 18642 ELEV: 119.476 DATUM: USC do GS S 2 OF 3 U: \ 1DA1A \ Engineerng \4432.02 \dwg \443202GP2.dwg, Gate: 7 -19 -04 [ILL NQ. 4432.02 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY INLETS ON PERVIOUS SURFACES. RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, WASHOUT LOCATION. GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK CONSTRUCTION SITE ACCESS AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. A STABILIZED CONSTRUCTION SITE ACCESS SHAD 8E PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR GRAVEL BAGS OVERLAP CORRUGATED STEEL PANELS /PLATES. ONTO SL CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTRa GRAVEL BAGS NOTES 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. 3 FT (0.9 bl) MIN. SLOPED SURFACES ESPECIALLY SHALL E PROTECTED AGAINST 1.) SAND BAGS SHALL BE PLACED ALONG ALL STREET EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS AND DRIVEWAYS BASED UPON THE FOLLOWING RUNOFF EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, FORMULA: AND BONDED FIBER MATRIX. 2. NO EXCAVATION AND GRADING ACTMTIES ARE ALLOWED DURING GRAVELBAGS SPACING (FEET)= 1.5' WET WEATHER. STREET SLOPE GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF EXAMPLE: 12.007 STREET 1.5' 12,5' SPACING AROUND CHANNEELS US G PERM NEN ND 012 GRAVEL BAG CHECK DAM DETAIL EROSION CONTROL MEASURES. 2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE NOT -TO -SCALE 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY ANY ADDITIONAL SAND BAGS AS NECESSARY TO PREVENT NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES SITE EROSION. TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP 3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A DECREASE EROSION. REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, ADJUSTING /REPLACING SAND BAGS AND ONGOING 5. TEMPORARY VEGETATION MUST E PLANTED ON SLOPES OR WHERE MATERIAt CLEANUP. CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING 4.) STABILIZATION OF SLOPES IS REQUIRED UPON FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEED THE SOIL. PLANTING, PUNCHED STRAW, ETC.). 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE 5.) CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. AT HIS OR HER DESCRETION SAND BAGS, STRAW BALE BARRIER OR SILT FENCE. 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE 1. 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. f CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. 2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES PUBLIC RIGHT - KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, OF -WAY ASPHALT CONCRETE AGGREGATE BASE ETC. STOCKPILES SHALL BE FLOWS AND STORMDRAIN INLt SM STTOCKPILES SHALL B ED OR PROTECTED BONDED FIBER MATRIX MIN. WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY BONDED FIBER MATRIX SHALL BE APPLIED TO ALL FINISHED SLOPES SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. IMMEDIATELY UPON COMPLETION PER TIME FOLLOWING: 8" MIN. _ TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION N THE CITY 1.) APPLICATION RATES SHALL E 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR PROFILE OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE 2.) BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. EXISTING GROUND BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PUBLIC RIGHT -OF -WAY PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM 3.) THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS - SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN AT THE TOP OF SLOPES TO DIVERT FLOW FROM FACE OF THE SLOPE. RESPONSIBILITIES. WASTE MANAGEMENT 4.) BFM SHALL BE APPLIED TO PROVIDE 1007 COVERAGE (I.E. APPLICATION FROM MULTIPLE ANGLES). 14'MIN. &0 1. CONTRACTOR SHALL E RESPONSIBLE FOR PROPERLY DISPOSING Of ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF 5.) FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN PLAN UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CONJUNCTION WITH SEED EROSION CONTROL VEGETATION. V CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO 6.) ABETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS PROVIDE APPROPRIATE TRANSITION Z STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES BETWEEN STABILIZED CONSTRUCTION TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR ENTRANCE AND PUBLIC RIGHT -OF- CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN FOR APPROVAL. WAY CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED z WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH STABILIZED CONSTRUCTION ENTRANCE ? TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. of 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED NOT -TO -SCALE W PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND W CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS Z MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS C' MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) Z 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. W 4. POLLUTANTS SHALL E KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. W Lo I pFESS/ 0 Io O R. Lo SAN DIEGUITO ENGINEERING, INC. h �.,,� C�os��� Z I1%. 4407 MANCHESTER, SUITE 105 10 41975 ENCINITAS, CA 92024 PHONE: (760) 753 -5525 d' �' X31 �! �l c /V1� a� c0 CML ENGINEERING • PLANNING �A C1►� ¢ u bkND SURVEYING z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS "AS BUILT" CITY OF - ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. pe C 5 9 z PLANS PRE ARED UNDER THE SUPER ISI N OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: w W DESCRIPTION: COUNTY BENCH MARK NO z OC 0073- CHIS. SID IN TOP OF HEADWALL HORIZONTAL 20 DATE: BY. DATE PARCEL 2 9000 Z = LOCATION: SW COR. EL CAMINO DEL �' w Q_ NORTE do RANCHO SANTA FE RD. R.C.E. N0. : 41975 �- RC EXP: OF RECORD FROM: Co.S.D. VERTICAL CNTRL N/A STEVEN R. CROSBY EXP. 3 -31 -06 DATE: 9f 3/0!1 8 13 0 ¢ PM 1 8642 SHEET 3 of 3 ELEV: 119.476 DATUM: USC do GS FILL Z U: \1 GALA \ Engineering \4432.02 \dwg \4432 [ 02GP3.dwg, Dote: 7 -19 -04 f ILL NO. 4432.02