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2004-9220 G (Plans)NoText / ® 2 LF 18 "HDPE T o - - - - - - - - - - - 189.6 FS FLOWLINE FINISHED SURFACE 4 �� GRADE TO DRAIN .� L EGEND j � t -_ -� DRAIN PIPE @ 10 /0 `\ � 9 y0 41.8 FS / t . _ 3 o PROPERTY LINE - - _ _ _ � � _ = - - - - - - � atu _ GRAVEL BAGS AT CONSTRUCTION P� 11. / 3 ° 14 0�0 139.5 FL , CENTERLINE EASEMENT G Q, 7 INTERVAL ENTRANC / / ? EXISTING 40 PRIVATE / ry ry _ T 20.00 INTERCEPTOR PER CD38(2) 139.8 FS Q ROAD /SIDELINE EASEMENT - - - - - - - - - - - - �''•� � SEE / / / 1 ' �. ROAD & UTILITY DRAIN (PER SDSRD EXISTING CONTOUR - - - - - - - - - - - - - - N . - EASEMENT SEE PM 9944 D -75 TY PE 13 7.5 FIL V.- A =245. 63' D =28° 8' 51" GRADE TO DRAIN 14 0 FS � / �- � � 'A') � a , �,, p o w PROPOSED CONTOUR - - - - - - - - - - - - - -" 121.2 RG - - o o - C E-_ °�-': RIP -RAP PER SWALE &DIRECTION OF FLOW - - - - - - - - - - - _ LO -PT R =500. 00' W /NO 2 BACKING '`.'`.. 20.00' ELEC ' '�/ PER SDRSD D -40 INTERCEPTOR DRAIN (PER SDSRD D -75, TYPE 'A') - - - - - _� FIRE HYDF / NT_ ` - AC BERM .►� > W=4'- L=6'- T =12' EARTHEN BERM ---------- - - - - -- - - > B > B / i+ / _- - '" 140.0F 1FL.0P. �, � _ _` FILTER BLANKET, / l P P SE AC.'' TYPE 2 2:1 CUT SLOPE --------- - - - - -- ��� � -- .-- _ _ _ __ "_.. .---- � / \� � .� D IV A /GRAVEL BAGS AT TOE i 2:1 FILL SLOPE - - - - - - - - - - - - - - - O \ F FILL FOR EROSION - � UNDULATE ' j W' 15.00' - - - PAD ELEV �\ / r CONTROL (TYP) HYDROSEED CUT /FILL SLOPE z PAD ELEVATION - - - - - - - - - - - - - . 190.8 I WELL / � P -RAP P SLOPE 2.0: T O 5.2:1 AS FINISH FLOOR ELEVATION - - - - - - - - - - - - FF ELEV: 191.5 / RI PER W /NO 2 BACKING SHOWN AND - - - - - - - - - - - - - - - - - O / PER SDRSD D -40 W =4' - L =6' r S g\ ROUND TOP INTO / m UNDULATE CUT DAYLITE LINE` / T -12' FILTER BLANKET, TYPE 2 o NATURAL SLOPE �� ►- _� / _? /o _ / -- ` ,,, I SLOPE 2.0:1 TO GRAVELBAGS - -- - - - - - - - - - - - - - � _ _. /o \ w4 MIN I \ TO AVOID �4 / cn U ' / , BUI LDING Ni! �.., I 5 „ ��� ! J 3.0:1 AS SHAWN �� - - - - - - - - - - _ / �,`F� MANUFACTURE - / / "� z I AND ROUND TOP FLOWLINE ROUGH GRADE 190.0 RG �`o SE - LINE I `\ 12 . FG I , cis L OK --"`� / ^ © INTO NATURAL FLOWLINE EARTHEN BERM /INTERCEPTOR DRAIN - - - - - 189.2 FIL \ \ O UNDULATE FILL _ - -1_0 P' - I - SLOPE TO AVOID / \ c�,`y / SLOPE 2.0:1 TO I I 1 00 "MANUFACTURED" �' ,� �! 1 2.8.1 AS SHOWN LOOK / / zI G RIP -RAP PER SDRSD D -40 - - - - - - - - - - - - ` AND ROUND TOP `b INTO NATURAL z SLOPE TO AVOID HYDROSEED AREA - ----- -- - - - - -- ' o / � FLOWLINE DRIVEWAY - - - - - - - - - - - - - -- �� LMA KUFACTUR D" Z I I _j / OO PROPOSED AC DRIVEWAY - - - - - - - - - - - - ----------- - - - - -- SILT FENCE o SILT FENCE ,- I / I ,:• I / - - - - - -- / , / a1 I 1 / N 8:1 FL OW UK GRASS OR LANDSCAPED STORM WATER CLEANSING �"� / DET POND g / i Q I AREA TO BE PRIVATELY MAINTAINED AND NOT MODIFIED WITHOUT I �c7 _ PER 7677 -I �. i I 7/ B 2 1. 1 OBTAINING A PERMIT FROM THE CITY OF ENCINITAS. I 0' 20' 40' 60' � I z �` o M ' 141.0 FS � I I � _- - - - - -- - �a Fu m6im I / / PAD =123.0 Z I LO -PT co 3 MIN. GRAPHIC SCALE: 1" = 20' pq N �,s.�� N I EXISTING ROAD & r- VARIES VARIES UTILITY EASEMENT I it \ I I I I( � - .-?'�o I �M Q` 16' PAVED TO BE VACATED AREA = 0.09 AC I MIN Aa .4: I � r .7F �� -ilk I NOTE: LONE JACK ROAD ` R.O.W. PER MAP #9051 I w �\ 0 �� 7° I N �r o / y a° I FFE' 68 `i I I t J N 8 8 o I� \ 6V y3y e� 10 II 1 2. F Z 4 - 00 1,2.3.0 F I I- 1 - W 6 0 2 / I oo $' z ° II r 2 M � UQ �I to Z O R EO -� - - /o__ 0 �� .._ 2 �._ `� c 0 1 8 19 % - FtEG O \ MI Z I MIN I I N o Q 2 % ?-- - I I�' o <- g .� - - / o a 2:1 CUT /FILL 2.1 CUT /FILL �I a \ _ _--�'� co 0 o e - I� , z � O D d \ \ _ ,., N I z 1 x+2.0 FS I � 1 I 3" MIN. AC PAVING /8" GLIIBASE I I � = �F " - I' t' PROPOSED OPEN SPACE 30� i" I 2 1 I I 15.0 RG 9 TYPICAL DRIVEWAY SECTION EASEMENT 3p 3 3 AREA = 0.52 AC 2 �/ - I I HI -PT NO SCALE MIN 5 ��- -._- 1 CD EXISTING 60 \ � } w ' ROAD & FG FFE =142.7 PAD -142.0 I 0 122.3 I WORK TO BE DONE UTILITY EASEMENT \ ( I z N H I-PT 60 0' O ITEM NO. DESCRIPTION S.D.R.S.D. SYMBOL QUANTITY I I �y ! N C 36 1 r o `"' z I ° I zl I s oA 2 AC PAVING ----- - - - - -- 4,375 S.F. LOT 7 1 l I n . PAD= 1 r .1 � i � ` _ \ -' I 3 ENERGY DISSIPATOR D40 24 S.F. APN 264- 162 -33 � z ` z 1 1, i -� '' f ( (� e) Z J �-0 EXCAVATION ----- - - - - -- 4,140 CY -�1'n� w z V N I 4 1 N 121.6 F es. I o f - 50' �' L.O -PT I I I w - BIO BUFFER %o r,1 i 138.6 FG \ 5 EMBANKMENT ----- - - - - -- 4,140 CY `G I I �` MIN d 6 PCC BROW DITCH D75 - 380 LF , I z R O ORED O JUNE 5682 v '�1 8, 2004 G T �) LO - PT MIN // e 7 SILT FENCE 885 LF �I ^- G �°-- 1 P -1' o,��� 1 - E� R / 3 6• 8 GRAVEL BAGS 355 - 2' BAGS MIN I �� S 9 HYDROSEED /SLOPE PLANTING 30,695 S.F. 1 3 124.5 RG cn B CK INE ' -P 136 I � _ -� _ FL NOTE. QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES J X3 2 ~ 2 . 0' (' \ FOR BIDDING PURPOSES. _♦. ` �` e 380.32' "" -� DIVERT ROADWAY DRAINAGE UNDULATE FILL N 86 ° 43'16" W 1 - AWAY FROM DRIVEWAY d SLOPE 2.0:1 TO 139.0 RG -•.. _\ \ � AN INSTALL 4 D ROUND TOP AS SHOWN Q " PVC SDR 35 ' FL SEWER LATERAL \ AN I z \ ' _j SIDELINE EASEMENT INTO NATURAL SLOPE TO AVOID j EUCALYPTUS' m FINISHED AC DRIVE LOOK "MANUFACTURED" RIP -RAP PER W /NO 2 BACKING TREES PARCEL 1 P.M. 12666 PER SDRSD D -40 W=4 L=6'- m J v \� APN 264 - 270 -01 T =12" FILTER BLANKET, TYPE 2 ° Q '� - ----- 142 \,, / ( r W I N ! cry V APP. LOCATION OF 24" WATER MAIN (OLIVENHAIN 40 I� ._ 18" PIPE UNDER DRIVE WATER DISTRICT) EXISTING FLOWAGE `; DAVID N. +� � EXISTING SEWER W /1' MIN. COVER EX. GROUND EASEMENT GRANTED TO IOWEN MH RIM EL: 119.6 EXISTING 8" THE COUNTY OF SAN DIEGO 31'�lf NV EL: 113.3 WATERMAIN N No 138 FLOOD CONTROL DISTRICT, * o, 0 +00 0 +10 0 +20 0 +30 ZONE 1, BV DOC NO. DATED: fl LEGAL DESCRIPTION: EXISTING FIRE EXISTING SEWER SECTION A -A H/V SCALE NOTES 5 -30 -1979 BOOK: 79- 221449 f,� . iii PARCEL1 PM 19512 HYDRANT - MH RIM EL: 143.1 Q V 1 "= 10/2.5 1979 OF O.R. OF G � � APN 264 - 090 -38 INV EL: 124.1 uj "DETERMINATION OF BUILDING HEIGHT WILL BE BASED ON THE APPROVED PAD HEIGHT OF 136.0 AS PER 02 -252 TPM AND 04 -022 TPM" PARKS AND RECREATION DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING AND BUILDING DEPARTMENT w " REVIEWED BY: REVIEWED BY REVIEWED BY: REVIEWED BY: REVIEWED BY: THE HEIGHT OF ANY FULL STRUCTURE PROPOSED ON THE < WESTERLY GRADED PADS WILL BE MEASURED FROM THE LOWER OF � Z w THE EXISTING OR FINISHED GRADE AS SHOWN ON THIS PLAN." x N o DATE DATE % DATE DATE DATE z �? REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED Y APPROVALS C 1 TY O F E N C 1 N 1 TAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w a JNM JNM DA 12�LOGq SEWER MANHOLE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP GRADING PLAN FOR: (� �"'! RIM ELEV OF 344.85, DATUM: MSL HORIZONTAL 1" = 20' �- DATE: ZO BY: BY: 9220 - V RE��a� TO RECORD PER GRADING /IMPROVEMENT QOC�c. f 1 QQEI�� PLAN TM 91 -064, BY DOUG LOGAN, R.C.E. NO.: T� /� DATE: ,2- HODSMAN RESIDENCE /d S DATE: � 1L 1 5.WF15 RCE 39726 OCT 1994 VERTICAL EN04AlE EXP. I z0 Iv e, WORK PROJECT NO. 0 T- ;L9a TPA SHEET 2 OF 4 Stabilized Construction Entrance CD37(2) 1. SET POSTS AND EXCAVATE A Z STAPLE WIRE FENCING TO 1 1 /2 "Crushed rock Straw Bale Barrier 4 BY 4 IN (10 BY 10 CM) THE POSTS. 1 TRENCH UPSLOPE FROM AND Not more than one AL ONG THE UNE Of POSTS. j Fin z er fabric bale high. "' 1 1 * Embed 3' MAX _ Original Flaw �— - �- co 100 mm 10` MAX 2' MIN grade �m {4 in) 1 inches Min, unless otherwise -� - - - -` specified by a soils engineer Compacted backfill BEDDING DETAIL. SECTION B B NTS --:. - Fill gaps between bales r , with straw. Place straw bales in a NOTE: single row, lengthwise along ! Construct sediment barrier the contour with ends of and chonneiize runoff to adjacent bales tig 3. ATTACH THE FILTER FABRIC TO A. BACKnLL AND COMPACT THE Q ? sediment trapping device abutting each other. THE WIRE FENCE AND EXTEND 1T EXCAVATED SOIL B Flow I Compacted INTO THE TRENCH. r) - _ backfill ���`*- , — - �`- -Angle first stake 0 *� 4 toward previously rN I o Width as laid bale. _ — _ o °t'0 ° ° �o� ° 0 � ( required to —_ Q I �0 accomodote Wire, nylon or r I irrrER fAelialc �� � ---� Cho anticipated polypropylene string, . � o traffic ! .� placed horizontally. HYDROSEED: -� - = - :_' w Supply water to wash B - ( 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER - SILT FENCE wheels if necessary. TYPICAL STRAW BALE BARRIER � NO © ALE WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 50 feet Min B. 5 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 Stormwater Pollution Control BM P e s Relativ Note to Construction GROWTH. P A N .".._ _ 3. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: _ NTS Activities 1, ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: A. TRACK WALKING SLOPES STEEPER THAN 6:1. B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. GRAVEL BAG BARRIER 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: Concrete Washout A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. NOTES: Contractor shall establish and use an adequately sized concrete washout area to contain washout wastes on site. It is illegal to wash concrete, slurry, B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE 1. mortar, stucco, plaster and the like into the stormwater conveyance system or any receiving water. VIABLE CONDITIONS FOR GROWTH. Stack gravel bogs in at least Contractor shall post a sign designating the washout location. 4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS three vertical rows abutting each other and in ❑ staggered PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE arrangement. _ Construction Site Access PROJECT IS COMPLETED AND ALL SECURITY RELEASED. 30" MIN A stabilized construction site access shall be provided for vehicles egress and ingress to prevent tracking dirt off site. HYDROSEED MIX SHALL CONSIST OF ALL THE FOLLOWING: row, add an additional row to 2. For each additional vertical This shall include using material such as gravel and /or corrugated steel panels /plates. � _— _ —_ _.....__ — ___ __ LINED ROCK LINED OPTION OPTION OVER K 1. SEED MIX SHALL CONSIST OF NO LESS THAN: 4 inch PVC Pipe the width. (10.2CM) GRASS or TURF F LINED A. 20 LBS. PER ACRE OF ROSE CLOVER 4 Construction Vehicles B. 20 LB. PER ACRE OF ZORRO FESCUE OVER GEOTEXTILE TURF REINFORCEMENT A specific area away from gutters and stormdrain shall be designated for construction vehicles parking, vehicle refueling, and routine equipment C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA LINING 6 inch Min maintenance. All major repairs shall be made off -site. D. 4 LBS. PER ACRE OF ACHILLES MILLEFOLIA v Diameter rock 1 l=F 1 ,., E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) FLOW - - - - - - - _r 1l1I % , * �— f Erosion Control F.1/2 LB. PER ACRE OF DIMORPHOLECA C o Erosion control must be provided for all erosive surfaces. G. ITEMS C D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS Q .TI� — /// /� / ~� \`/ ,��, %1/� % Q 12 inch —° (I I V I •1` Sloped surfaces especially shall be protected against erosion by installing erosion resistant surfaces such as erosion control mats, adequate ground NOT VISIBLE FROM EITHER A PUBLIC STREET OR FROM RESIDENTIAL STRUCTURES. \ \'``\ \ \ \ \:` O O�OZJ�� -= 111 1I cover vegetation, and bonded fiber matrix. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING bury bags 4 feet Min 4 feet Min I — _� — lll — _ —!!! No excavation and grading activities are allowed during I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA 6 "deep wet weather. DEPT. OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON -PHYTO -TOXIC WATTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE C — SECTION �- _- �'— _ I 1 - Diversion dikes shall be constructed to channel runoff around the construction site. Contractor shall protect channels against erosion using permanent CONTRACTOR. — I — 7 and temporary erosion control measures. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, woven fabric gravel bag filled with Remove existing vegetation only when absolutely necessary. Large projects shall be conducted in phases to avoid unnecessary removal of the natural ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY ° °arse g rave' Min. weight asius, ground cover. Do not remove trees or shrubs unnecessarily; they help decrease erosion. MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. TYPICAL DRAINAGE DITCH DETAIL NO SCALE Temporary vegetation must be planted on slopes or where construction is not immediately planned for erosion control purposes. Erosion shall be 4 inch PVC Pipe for drainage FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS 'depending . on field conditions NOTES: prevented by planting fast - growing annual and perennial grasses to shield and bind the soil. PER ACRE. 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL , 2. FOR ROCK- LINED OPTION, INSTALL GEOTEX WOVEN Plant permanent vegetation as soon as possible once excavation and grading activities are complete. �24 inc �Wi MONOFILAMENT GEOTEXTILE (No. 117F or EQUAL) n 3. FOR GRASS or TURF OPTION, INSTALL LANDLOK Water usage for dust control shall be minimized. bury bags TRM450TURF REINFORCEMENT MAT. 6 "deep On -site Construction Material Storage L Stored materials shall be contained in a secure place to prevent seepage and spillage. Contractor shall store these products \Vhere they will stay dry - - -- -- I out of the rain. Contractor shall provide secondary containment for all fuel stored on -site. Eliminate or reduce pollution of stormwater from stockpiles kept on -site. Stockpiles may include soil, paring materials, asphalt concrete, aggregate FR O NT VI base, etc. Stockpiles shall 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. O H.D.P.E. CONSTRUCTION NOTES: >_ W GRAVEL BAG BARRIER Tra ining > 1. PIPE WILL BE BACKFILLED WITH CRUSHED ROCK IN ACCORDANCE WITH REGIONAL STANDARD NnT Tn a Contractors' employees who perform construction in the City of Encinitas shall be trained to be familiar with the City of Encinitas stormwater pollution DRAWING S - 4 TYPE 3. control requirements. These BMP notes shall be available to everyone working on site. The property owner(s) and the prime contractor must inform 2. THE REMAINDER OF THE TRENCH WILL BE BACK FILLED WITH SPECIFIED BACKFILL COMPACTED subcontractors about stormwater requirements and their own responsibilities. Z TO 90 PERCENT R.C. IN ACCORDANCE TO CALIFORNIA TEST METHOD 216 EXCEPT FOR THE PORTION IN THE PAVEMENT SUBGRADE WHICH SHALL BE COMPACTED TO 95 PERCENT R.C. Waste Management o 3. PIPE WITH LESS THAN TWO FEET COVER UNDER HIGHWAY LOADING SHALL BE ENCASED IN Contractor shall be responsible for properly disposing of all waste and unused construction materials. Dumping of unused or waste products on the ground, where water can carry them into the conveyance system is strictly prohibited. o: PO RTLAND CEMENT CONCRETE (PCC) IN ACCORDANCE WITH REGIONAL STANDARD DRAWING S - 7. THE PORTION ABOVE THE ENCASEMENT SHALL BE BACKFILLED AND COMPACTED IN w No seepage from dumpsters shall be discharged into stormwater. Berms /dikes shall be placed around dumpsters to divert the natural storm runoff. Z ACCORDANCE WITH PARAGRAPH 2 ABOVE. Dumpsters shall be checked frequently for leaks. Dumpster lids shall remain closed at all times. Dumpsters without lids shall be placed within structures a IN LIEU PCC BACKFILL AN APPROVED PLANT MIXED SOIL CEMENT BACKFILL MAY BE USED FOR - with impervious roofing or covered with tarps in order to avoid rain contact with any trash material. w LONG REACHES OF LONGITUDINAL STORM DRAIN. ��.;tst� J 4. MAXIMUM PIPE COVER SHALL NOT EXCEED THE AMOUNT SPECIFIED IN CURRENT CALTRANS , ��`� Many construction materials, including solvents, water -based paints, vehicle fluids, broken asphalt and concrete, wood, and cleared vegetation can be o DESIGN MANUAL. C•; �f recycled. Non- recyclable materials must be taken to an appropriate landfill or disposed of as hazardous waste. For information on disposal of w N, hazardous material, call the Hazardous Waste Hotline toll free at (800) 7 14 -1195. For information on landfills and to order dumpsters call EDCO at 5. PLASTIC PIPE WILL NOT BE USED IN RUNNING GROUND OR IN AREAS WITH UNSTABLE TRENCH DAVID � T LO�vfM � � (760) 436 - 4151. �� WALLS, O o 6. THE PIPE SHALL CONFORM TO AMERICAN ASSOCIATION OF STATE HIGHWAY AND 3191! W1 TRANSPORTATION OFFICIALS (AASHTO) DESIGNATION: M - 252 OR M - 294 TYPE S (SMOOTH * Pollutants shall be kept off exposed surfaces. Place trash cans and recycling receptacles around the site. a_ i�tt U o INTERIOR). Portable toilets must be in good working order and checked frequently for leaks. Contractor shall provide secondary containment and locate portable a A, F _ toilets away from stormdrain inlets on pervious surfaces. O N All construction debris shall be kept away from the street, gutter, and stormdrain. Contractor must routinely check and clean up material that may have w m W DESIGNED BY _ DRAWN BY CHECKED BY traveled away from construction site a¢ Z M DHL For more information on stormwater pollution control measures and requirements please contact the Engineering Department, City of Encinitas at (760) Cn rn JM •: 633 - 2770. °' PLANS PREPARED UNDER SUPERVISION OF WXz REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK w APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. Z oo SEWER MANHOLE DATE APPROVED EROSION CONTROL PLAN FOR: wan RIM ELEV OF 344.85, DATUM: MSL / cl RECORD PER GRADING /IMPROVEMENT _ R.C.E. NO. ' � 5 :� BY: HODSMAN RESIDENCE 9220 -G PLAN TM 91 -064, BY DOUG LOGAN, RCE 39726 OCT 1994 ENGI EXP. I Z p DATE: Z Z O WORK PROJECT NO. -9249& SHEET 3 OF 4 NoText