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2003-1374 G (Plans) GENERAL NOTES GRADING CA TE EX /S NG SEWER MANN AND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS/HER INSTALL STANDARD WYE CONNECTION .................... . . . . . . CLS ,...............................__........ .............................. __._.............................._........_........ .............. ........_.__................... / _ ....................._".... ................._............. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN J ' r)IIT �• �' ; t ; % A ,, 1 y - . t _• ___ BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL -- ` :�> `✓ �: "T DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS �D• ,, �' "" `` "` " "- "' - "'„' "' THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL r � r� I �`- 4 HIS .� ;�) <:} ' � ? �.. ;, �� _ "; "'j" ! '; DRI VEWA Y REQUEST FOR INSPECTION. / / "� r f} ;� 2. THE SOILS REPORT TITLED "ROUGH GRADING REPORT" PREPARED BY HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HI OR UNDER HER SUPERVISION AND THAT IN I-� APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR ' `-.' rr ,�. BARRY AND ASSOCIATES, DATED 1116198 AND UPDATED AUGUST 19 ,rs'.., �._....... -.._. ,_? S o��o l \ ' ' r _. _. - -¢ - ..............- =--......... ................. ........ INTENDED USE. r" ,. s ._ . ..... ................ ..r__.......:................_........... .............- ._._............. _ ALL , -` -' _ ....... . �- - -- - -- - % -- 2002, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS - 1 - ' y__... -_.`.. - -- / '52f0 W 76.00' 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND N89 AND SPECIFICATIONS CONTAINED IN SAID REPORT. PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING / °fo %A jt " "' 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION „ -.,. �. ��� ��� -'' ; a .... ` LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES i .•.,,••_.� .r> 11'C >C1L) " o JG r: " "' 7 ' ? r G 1. �! L t .... fi i... L a ` / A r ri r .. r; .. + / , WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR HAVE BEEN INSTALLED. f li ' r t . "' ' �" ` b A.N AlA A/ : 1 "' ' THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE / F I y cj ?,% � 25.00 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- SITE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY r 1 i A , %i 310.0 FL GRADING. THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS �•t� i SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH 3 - 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO c OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY , ' PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING i C i� I X12 ` `'" TO PLACE SPREAD WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 'Q /tit io, : riv ` }- °� 1 `, t .. DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO EXISTING PA AO "" ��. 1p . SLAB $ I_... CONDITION PRIOR TO GRADING. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND 6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND , I I 1000 rt BENCH NARK WHICH IS DISTURBED OR DESTROYED SHALL BE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, i 10.00 wS REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO i PROPOSED LICENSED LAND SURVEYOR. BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE RESIDENCE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE I V i i EEPENED r , •� ; -> I �'� ; <y "� CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH 1 SIDEWALK EDGE r STANDARDS, LAWS AND REGULATIONS. A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL j =� III BELOW FG PAD 311.25 �, i r� - , -�, � , „ 8 GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. I �; 3 "sbm ; :b w SCALE 1 10 ' = < �� fS S> \ ' � �:p rst� = A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED - v `> u BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, ,� I 0 5 10 20 30 ' a SUNDAYS AND CITY RECOGNIZED HOLIDAYS LEGEND (PROPOSED) LEGEND(EXIST.) 9. i.'O GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING _ 310- PROP MINOR CONTOUR -- X -- EXIST. 6 WOOD FENCE cf� <> h ,, � `tea � I ' PE2F GRAPHICAL SCALE MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: EXIST. SEWER �► wLiN 310 - PROP MAJOR CONTOUR y_ alp d I )Qo ypau NyR9L►YS m CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR - TRENCH RESURFACING 760 ( ) 633 -2770. PER SDRSD G - EXIST. NO PARKING EXIST. WALL r �\ j I I ' . y ; j1 i1...;, 1......... y ...........; AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE x- oeAtntile►E L _ - r :......... .............................._ CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING ? \, X ? 1; ,,. � .��• , , :.1� i ; ti _: • - 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ` ; (FIRE LANE SIGN) W/ER STRUCTURE �. v PROPOSED PCC EXIST. ASPHALT PAVING ` •: 26. 4" VC* ®0.8.`� I 7d ` PER A X; .� ; . N r_; PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER DETAIL (PER ARCHITECTURAL PLANS) -}- i I rw SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR EXIST. SPOT ELEVATION j - <� � "� �?' 9 • �ti V �' � THE PROPOSED, HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL - FLOW DIRECTION CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 3 1.2 SPOT ELEVATION 5:O.Q' �cc N ` REGARDS TO THE HAULING OPERATION. - GRASS -LINED SWALE I EXIST. MINOR CONTOUR (SEE DETAIL -SHEET 3) UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT - -1310-- - EXIST. MAJOR CONTOUR "» � 1� 1 � IS G_FIRE-L NE RIP -RAP SWALE LINING r . �•.; t3 - A 4 4 i0 : • A M 3Q8 PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, SEE DETAIL -SHEET 3 d)£1. ,...r lGN- PROTTECT IN CE i ( ) W (E) GRASS LINED 1 ; AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING _ _ _ _ - `� D¢AINAGE S6e,► 46 Ig MP EX /ST GATE - 07 '� �' `�• 1 31 r. •... I I� I•_�= PROJECT BOUNDARY ,`' UNDER PERMIT N0. 31 74 -G HAS BEEN PERFORMED IN SUBSTANTIAL sBe BBREVIATIONS PROTECT IN 189 - ���� RL50 15210E 76.00' PROPOSED PVC STORM CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE - - - - S&C -not. C -C PLACE .., G>rss �.,, 1 - clAaE� t 2 FX %„ SIZE PER LAN els�awa�E stoat W ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY ( ) FL FLOW LINE r .S'�. - A r .. <`:%. n', THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH S `., �::. ; >, /.Xr ,.; O PROPOSED STORM DRAIN CLEANOUT FG FINISHED GROUND -, r;:, s �� t CAL;! G`0. - GRADING OPERATION. HP HIGH POINT , 71 - P: 7 ` ; ^� PROPOSED SEWER SERVICE WITH CLEANOUT ?/ / - ,C? °� �` C'CitJt;`Fr'E!t t, c� o� �, f CONTRACTOR TO FIELD LOCATE MAIN '�= XIST PCC BERM NOTIFICATIONS ( ) IE INVERT ELEVATION f?R/VEWA Y ` <� f \ F, NJ E175 TI AC ` TO BE REMOVED 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND W - - - PROPOSED WATER SERVICE GB GRADE BREAK `? 5 - -1. CCi! ✓C; r ,:..;;;.• �' i 4i - - ' -'- -' �- ' STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF ( CONNECT TO EXIST METER @ BONITA DR. ) aa�' ° '• .. . 3 ' .. _ AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO PROPOSED BROOKS BOX (OR EQUAL) PL PROPERTY LINE -� 309 ..._..._.._. .._..._....- ..._.._..._..._..._ o- - --_.............- .....................:-_........_..... ....- ........ ...... -I- . _ ........ ® _R 1 - - . ................ "........... ................... EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: EP EXIST. PAVEMENT . 307.. 2 -23.4 LFN6" PVC* ® 1.7 RED IRECT WALL DRAIN TO PROPOSEDiSWALE PROPOSED WALL SEE NOTE BELOW WITH 90' ELBOW AND REMOVE EX /STING THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES CONC. CONCRETE PAVING CONSTRUCT CMU HEADWALL * CONCRETE BERM /N HE TO PROTECT ANY EXISTING U7ILITIES OR STRUCTURES LOCATED AT THE SOILS ENGINEER'S CERTIFICATE WITH CONCRETE CRADLE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE TW/BW TOP /BOTTOM OF WALL PER DETAIL e PER SDRSD S -6 I , FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND OWNER' 2 S CERTIFICATE HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS NOTE: N NOTIFICATION OF COMMENCEMENT OF WORK: PREVALENT WITHIN THIS SITE WAS MADE Y E OR UNDER MY DIRECTION ® FOR DETENT /ON AND OWNER OF PARCEL 258 - 370 -08 MUST BE GIVEN NOTICE 24 HOURS - m I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER Z N BETWEEN THE DATE // ! S AND ? �l ONE COMPLETE COPY OF N ER 4UALITY j)cE PRIOR TO RESTRICTING ACCESS TO THEIR PROPERTY FOR THE O a' a OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE A. SEWERS - ESO (760)-633-2770 THE SOILS REPORT COM IL D FROM THI UDY, WITH MY RECOMMENDATIONS W NM ON LT#T.3 CONSTRUCTION OF DRAINAGE IMPROVEMENTS. OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION B. GAS & ELECTRIC -SDG &E (800) 422 -4133 (DIG ALERT) HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, AND STABILITY THE ITE C. WATER - SD WD (760) 633 -2848 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE Sys a n1 RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT _____________ __ DATE: a ✓ Z& a _j D. TELEPHONE - SBC (800) 422 -4133 (DIG ALERT) ZOCgTjO rV SIGNATU J s N HAVE BEEN INCORPORATE THE GRADING PLANS AND SPECIFICATIONS. E. CABLE TV - COX (800) 422 -4133 (DIG ALERT) Z DECLARATION OF RESPONSIBLE CHARGE � t 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE SIGNED: FESSIO 161 f I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS RCE NO: � /�I ��`�� f'Q PROJECT, THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER PROJECT. PHONE: (760) 633 -2770. y co04+0 m �, �,PS aF�s THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF - i '��q EXP. DATE: 3/ (Xo Exp 313" fo \�`" �4 a+uo s o THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN 2 '� 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR tL C FO �c �`-�' z IS CONSISTENT WITH CURRENT STANDARDS. �+ j N �+ INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT sTg lFOFCnL�F °Pa DEPARTMENT APPROVALS BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. N EW ENGIM�ER OF W OtL�G k RENEWAL DATE Q I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND U N `- 7E155LFR rN61/JFERINCr CoRPO¢ATloe.1 NNI AND BUILDING `�y�� � v SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A ENVIRONMENTAL DATA /�_ civil- 0 smucrou." REVIEWED BY: e^- � � ' AI l m m REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF 1° 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2:1 L 1 7O0 Z sr 5� E ?7• a3 MELBA RD. WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 2) MAXIMUM VERTICAL DEPTH OF CUT = 1.5' E�aatmrr.4s A. 1.7-07-V DATE 3) MAXIMUM VERTICAL DEPTH OF FILL = 2' C.Y. TEZ:766- 633 -Y252 PARKS AND T►ON gOFESS /D - 4) AVERAGE DEPTH OF CUT = 58 C.Y. /4000 S.F. X 27 = 0.39 FT B R C 1, Na. 5Y4 3 20 �o "�� PREPARED ° 5 AVERAGE DEPTH OF FILL = ?1 C. Y. 2000 S.F. X '27 = 0.96 FT • C>ATE• -II REVIEWED BY: ZGv�/ �`"��� O) ` s,ea3 m 1 BBA PL AOAIA PB C 62SULTING Q Na * / 1 /�k8 OE�ss y7 �t -os SANTA FE OR. '" Ev.08 -03-05 '" AN DIEGO 1 s ESTIMATED EARTHWORK QUANTITIES . As Bu1`T DATE * * (619) 379-4221 CUT = 58 C.Y. (EXCLUDES FOOTINGS) FILL = 71 C.Y. �/�{/� -' _ F .�,�/, rn E �L � SANDlEGUM WATER DISTRICT BMt� 5?ATu ' FG��F IMPORT /EXPORT = 13 C. Y. (BALANCE ON -SITE) `� y� o ,v AL D - .� �t+�i(I I 0 OR 2 YE S VICINITY MAP PREPARED FOR *QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY AND { ' 1 glva���i`� NO SCALE m � Y ARE BASED UPON GEOMETRIC CALCULATIONS. ACTUAL QUANTITIES 0r ��r � l 1147-E7 EATON DEVELOPMENT COMPANY REVIEWED Y I/ Sr.4nl�a THOMAS BROS PMB 502 13465 CAMINO CANADA # 106 MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS. /JCGINEE'R, KAME DA-riF DATE EL CAJON, CA 92020 E REVISIONS A PROVED DATE REFERENCES DATE BENCHMARK SCALE ENCINITAS RRE PROTECTION DIST °�' «® ev °e ors Y E BY APPROV S CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 04 ORIGINAL 1116103 CITY OF ENCINITAS HORIZ. & VERT. HORIZONTAL PLANS EPARED UNDER PERVISION OF: RECOMMENDED APPR GRADING PLAN FOR: Z I - CONTROL PT. "P2" FOUND P.K. 1 " = 10' REVIEWED BY: (M DATE: / 866 BONITA DRIVE- SHMNAHAN RESIDENCE 1374 - P NAIL IN AER /AL PANEL, REQUEZA ST. BY: BY: WEST OF / - 5 BRIDGE, VERTICAL �/ -/2- D3 R.C.E. NO.: 1833 APN: 258 - 370 -07 PLANNING CASE: 02 -077 0 me S a - EL.= 174.36 MSL. N/A CHRISTOPHER L. SCOBBA EXP. DATE: 06 -30 -05 R.C.E. R.C.E. WORK PROJECT NO. 03 -0003 = ADD A¢.AtAAQ_ Stu.GyE DATE DATE:L DATE: Z '((1 •v1 � lC �� /��- -- G /is�o SHEET 1 OF 3 � As - CONTRACTOR TO FIELD Z LOCATE REINFORCE CONCRETE EXIS77NG SEWER MAIN AND 0.5' ROCK DEPTH WITH 6x6 WELDED WIRE LEGEND INSTALL STANDARD WYE CONNEC77ON _ ..............._.____............--. ...................... _........._..*. PEDESTRIAN TRAFFIC .................................................................................................................................................................---... ........__..................... 3�BELOW FIBER ROLL SUCH THAT TH FG ALONG CONTOUR E ROLL EXTENDS � ; -? i'; 1.5, RATED GRATE MATERIA 11 2 SPOT E LEVATION :. 0.5' ` 310- CONTOUR ELEVATION f 1 '` DRl VEWA Y \ / \ / \ / \ / \/ '\ FL FLOW LINE �1 I > r y.... ,fir ,�� 0. / // / / \ / / \ /j �; ' EXIST „C, QE FLOW DIRECTION s T - 1 , 1 7 , 1 1 R =III \ i \\\\ \i \ \ \\\ \ �i \ �i \ ............_! ..............- ........ -- - - -- !__.........................._. Q _ \/ \ / /\ / / \ /��/ /� / / \ //\ \ \� ...... ... _ _ w�n ^'/ \ t., X�„ �` - -- GRAS S-LINED SWALE „A..�.A.1��0 JL �...,t. .� _ _Ai. _�. 1 ..+._. , n.n, Y �.- )..n_�._. _A%.JJ\ _ ... ._ . i y1 5 O ' t - ;:, = - ,,;,, ,,;,,,, , �. •,;• ' "'� ''" SEE SHEET 3) P ROPOSED GRAS •. ,, f c7E' ..,,• �,� �'; III III ( j �� i' 1 � ` � ;, -III - I= III = III =I I FIBER ROLL DETAIL PROPOSED GRASS -LINED SWALE \ l.• 1. '7: / / 1 , i - ;:,.;• � � R OCK CENTER ( _..� -III . t ;. - ( \' '� - NO SCALE EE SHEET ( W � 3 ) . � ',l...A C; ••� . 6 �'Q `I�rIAiT•r ' Aiil•` A7;'£ % ! 0! ' . ; �. � ,�•' `ti r*� - - - E:X/S ZINC; L r'1 ✓✓ "CrrPll S - FIBER ROLL - 310.0 FL 2 -23.41 LF-PARALEL 6 P ®1.79 " 3 �" / 0• SECTION B GRAVEL BA - ,� I• I / ^ i i' , ,) �;:• NO SCALE HECK DAM o� DIVERS /ON RIDGE REQUIRED f� ! 10:X12 I a ! % �` BROOKS BOX N0. 1818 WHERE GRADE EXCEEDS 292 q OR GREATER 2 - BAGS HIGH 7 7p ; PA 770. SLAB D I --- -..... L18 OR EQUAL b 2 � ( ) GRAVEL BAG INLET PROTECTION DRAIN NOTE ROADWAY g 2 -BAGS HIGH I PROVIDE 3" DIAMETER PVC DRAIN PERFORATED WITHIN ROCK � \ / \/� /�� / /�� / / \ \ //� I I PROPOSED' f ,i LINING REGION W/TH 1/2" DIAMETER HOLES DRILLED AT 1" \i� /� \/ 1 FILTER FABRIC GRAVEL CONSTRUCTION " AROUND PIPE PERIMETER. CAP TOP RESIDENCE SPACING STAGGERED AT 1/2 SECTION A- A ENTRANCE/ EXIT W/ I I OF DRAIN PIPE AND WRAP TH FIL TER FABR /C PRIOR TO PLACING ROCK ON FIL TER FABRIC AS SHOWN IN SWALE DETAIL x EEPENED � I ' 4a V SIDEWALK EDGE x 3 6" BELOW FG � . i` . t ;,� AND TERMINA TE PIPE A T INSIDE FACE OF DRAINAGE BOX. 8 CONC. BLOCK I k' a` ` ; �' SP / WAY • 1 BLOCK MAX 2 I I PAD 3/ 1.25 c. 5 l l f c.; ) GRAVELBAGS OR CONTINUOUS 1 ABOVE GRADE ;,�� cj BERM OF EQUIVALENT NOTE- z L2 C7 t� p SCALE 7 10 ! �) �'t '' c, HEIGHT USE GRAVELBAGS OR MoRra #3 BAR (TIP) _ 0 5 10 20 30 ! '� `, ��a/ �'� 4 SUPPLY WATER TO OTHER APPROVED GRADE TO DRAIN GROUT S IF - tur' n_ u METHODS TO - - �� ~ . /... t.__... ,,..... \• ;.::�., � I �G - � ! � 1.2 `•': WASH WHEEL l+ i A / •• " CHANNELIZE 6 DRAIN 4 NECESSARY GRAPHICAL SCALE Z IE PER PLAN 100' EXIS T. _ & RUNOFF TO BASIN t \ ' a wwuaE 1 A QU /RED PIPE, I - RaoFeo sAe _'� � S RE I y 1 � - a Z deAwAi 5 i - X .....� FiA 3 sb¢ 35 ) - ti pA 470 -C -2000 . 3 tr4gU < � ., Z . _ :. - &5?(� a° V -� CONCRETE =I I ° ' CLEAR Peet I o 8D v ^� o o. o 4 I !-'�(�} r< (1 ,.�;� I • � t J�.)• �. o' ' °' °• �up °o d � � < o• �Q o;o �> o° � bo• •a0 0 >O O' "8 .00j oo."ooC� ' �'O �g i e a. o ooa oa oa o0 00 08' oo ` WIER S7RUC7UR _ ✓I = II I 3 PER A l l /: 26. 4 VC* ® 8 i % X I �G - t o o ° A � o fi rU� Q 0.5' I =II I =I , 3' Q ° 2 - .3 COURSE AGGREGATE VIN. �'r o ° o EEADlI9LL SECTION D -D DETA /L 2 1 yX I G� p 012 MIN. ox' d' I I I - 6 " THICK ao NO C o x , oA .o SCALE � o I_ I I - III ,',,' III III -III- �. -,vi . - � 2 -s" Pvc S �..,. y •r; s s•. - e �° .; q u a �o a O + N �) ✓ CJ �� f =1 :i ..`�j,• : • : ,;:� : "•' < ?.,:,:, "$i` I oi;Zk 38 O, P • 0 m 0 0 immma, o�, �p o ••.....:::.. �0 l r I 1 w BROOKS BOX NO. 1818 - III -'" • "' ^ -I I 1 -1 I I -I I - III -III; DIVERSION RIDGE o� L18 (OR EQUAL) o •.:.. ,•',fig /M 3 , " � � �j --- - - ' � "'i "`-'�, • I � -��� -1 I �I 4• ^+ `' c� BROOKS BOX N0. 20 . M/ - _ _�-; L. " %nom.:.... :,`' " ^�;i.✓ XY . x . > . , AAA I ..�., L18 (OR EQUAL) S EXIST GA 1F �-'" �, • .- : � ...:..:..:. - , ,;.��:.,. .. _ �..:..:....�� ...:- , . �.. r 'x�. .� � \: r = PPA CECT /N ;. R1.5o. C �N89S210£ X76.00' ,� \ -,� �E) yFr '! ! 3 NOTES P LAN CLEAR I I I I I I i THE ENTRANCE SHALL BE IN = S.S 4j9A � /,tlfsp \ �Yi'S 7: bd& 1 MA TAINED /N A COND /T /ON THAT W/ LL - 1 0 GRADE TO DRAIN T \ c\ PREVEN TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC " "` `' \ Q ' r 0. R /GHT -OF -WAYS. THIS MAY REQU /RE TOP DRESSING REPAIR ........ ✓ I ; ..i AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT c;; v X /ST PCC BERM WHEN NECESSARY, HEELS SHALL 2. LL BE CLEANED PR /OR TO ENTRANCE G' TO BE REMOVED s• \. t ++ ONTO PUBLIC RIGHT • y::,: /_;.. K� <. ,\ � . vJY •� .. i? ✓ ✓�, - /.. .\ I'I'I I ...: : �) I _... e ...:. -. _- ................_..__.......:.....__-:...._..._.... .....__..........__......... ........._.._........._ AN APPROVE O g.. .........._. . 36 ._..........._... _3 .................. - ................. _..._.._.._._.._.. -..:, -.... - STABL /ZED WITH CRUSHED STONE THA T DRAINS INTO IT SHALL BE DONE ON AN AREA D B° coNC B�ocK _ .............. _ ..... .........._�.� A 3 � ? 2- 23.4 LFN6" PVC* 01.7 R► A SEDIMENT TRAP OR SEDIMENT BASIN. SEE NOTE BELOW * _ __ GRAVEL CONSTRUCTION HEADiLL PLAN B CONSTRUCT CMU HEADWALL WITH CONCRE7F CRADLE NO SCALE 2 PER DETAIL e PER SORSD S -6 ENTRANCE /EXIT 2 I / -I QIV ERRocic NO SCALE N p I it t EROSION AND SEDIMENT CONTROL (X I " Dom R 1'5 `; ; , J 3" STEEL PROTECTION POST 11 It'd CASE EMERGENCY WORK IS REQUIRED CONTACT KEN EATON AT (619)922 -6143 3 /y CRusNOb Rock ' (CONCRETE SET AND FILL t a 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL --� E--- 3 „ TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIAL 3 „ PLAN I N SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITAT RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. "�"�«►. ��Y¢AVEL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE .APPROVAL��� P e RF, oaei �tNE di XI = ° P� W► OF THE ENGINEERING INSPECTOR. 6 "Pvc D¢AIJU& E r�� �a W 0 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO 3�;iN�A). TRIANGULAR WEIR A SEcT C -C : GQa L,, b�,ainsA�� Scva� 5� Z .I n - n THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. /4, cKuswb Zy � Rock NO SCALE 2 No ScAcE NO. 1212 STEEL ,PARKWAY OR TRAFFIC 5� o •, 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE 3 "DMA- se¢ -t3 X GRATE GALV. OR BLACK -ADA y� REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE ,GRADING OPERATION OR 78RF C1 A1AJ QPUE WT 32# U Z UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. f 9 9, NO. 1818 STEEL PARKWAY OR TRAFFIC SEGTfON D : R x�G Lr AIE^p DEPARTM APPROVALS rt .' - -� f2 NO. 1212 & 1818 LOWER SECTION GRATE- ADA 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO No SCALE `[>zAtAI'AGgF SwAcr PLANNI N BU/ NG �: W/O GALV.. FRAME WT 33# PARKWAY W PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WA TERS CREA TE A HAZARDOUS CONDITION. REVIEWED BY: WT 60# TRAF. �R 7. ALL EROSION CONTROL MEASURES PROVIDED AS PER THE APPROVED GRADING PLAN SHALL � 7 Z' Q ? SECTION HT. LBS AVAILABLE X (IN) Y (IN) XI (IN) BE INCORPORATED HEREON. ;� caneso `�` � � DATE SECTION C -C 1212 L12 12" 186 W /2) 5 x1O" K.O. 22 22 12 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DR AWAY FROM THE FACE OF v ' PARKS AND R T10N 1212 L18 18" 293 NO SCALE W(2) 8 "x12" K.O. 22 22 12 ° m 1212 L28 28" 435 W(2) rn 8 "x22" K.O. 22 22 12 l SLOPE AT THE CONCLUSION OF EACH WORK DAY. AL E REVIEWED BY: * 1818 L18 18" 612 W /(2) 10 "x14" K.O. 28 28 18 a / 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ��� g L QROFESS /off` * 1818 L24 24" 852 W /(2) 10 "x14" K.O. 28 28 18 WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT �`�CE;,< < DATE ��.y� F � ea �� m PR EPARED BYE * AVAILABLE WITH FRAME � (409).SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SAN DIEGUITO WATER DISTRICT SCO AS S CONSULTING 10. SHOULD GERM /NAT /ON OF HYDROSEEDED SLOPES FAIL TO PRO VIDE EFFECTIVE COVERAGE OF AP L FOR 2 EARS * 08-005 * 17 HO PMB 162 BROOKS BOX DETAIL m s GRADED SLOPES (909 COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STAB / LINED REVIEWED B" Civil. DIEGO CA 92 (619) IEG 4227 FOR 8" D/A. OR SMALLER PVC PIPE o WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND 7� M NO SCALE 0 SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. - REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ENCINITAS FIRE A PROTECTION DIST. oES «� BY oR cis a E as B APPROVALS CITY OF ENCINUAS ENGNEERING DEPARTMENT DRAWING NO � a ORIGINAL 11 6 03 CITY OF ENC/N/TAS HOR /Z. & VERT. HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF: RECOMMENDED APP EROSION AND SEDIMENT CONTROL PLAN FOR: W o CONTROL PT. " P2 ° FOUND P.K. 1 " = 10• REVIEWED BY: DATE: BY: BY: 866 BONITA DRIVE- SHAANAHAN RESIDENCE 1374 - G p NAIL IN AERIAL PANEL, REOUEZA ST. WEST OF I - 5 BRIDGE, VERTICAL 1 / - / 2 -Q R.C.E. NO.: 61833 APR: 258 - 370 -07 PLANNING CASE: 02 -077 0 R.C.E. R.C.E. WORK PROJECT N0. 03 -0003 EL.= 174.36 MSL. N/A DATE CHRISTOPHER L. SCOBBA EXP. DATE: 06 -30 -05 DATE: i L o DATE: L E SHEET 2 OF 3 STORMWATER POLLUTION CONTROL BMP NOTES W1kTE�. DGpF►'P 17(ST2«. - I' ISoTeS . .. ......... _........._..._.._ .................._....................... . � ...... ....................................... ..... .. .............................,. . .. _ . . I CONCRETE WASHOUT I� IZeVI EW of T1+15 QL�As.1 by SAK '�>IEQ u t 5 � f4fe resets -1•k ' "'� A5-Fo'i'H uraC.y �\ CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES pv� No'f' CoA'>'i P ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE S TORY WATER of •I• -he. Ioca4io� o4) or the e>vsfe „ �� °r ^o ^' � CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. o r. ! 9 d Uf. I i+ / p; or 5 � rv v{vrG Wtt'hin I �> CONSTRUCTION SITE ACCESS the Lt rni tz o-F X11 �s �ro�ec - u f f �” • l �1es n i ...................�° 2 � aci tf'ti°s v :)I ,Ch t"►ay a coneev io •. ................___.............. ......._..._............... - - -. .................._..._.._................_._._..._..._......,.._........_..._.......................... ............. ..............................— ) +4L(, e>�r I' pr �t•opo t A STAB /L /ZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING ie Time Grossin s line Arralte . 9, 1 / ° / DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. shAll 124 Iieq veil f scd ALL ex`6 +i"9 a;fOPsa A�'ei' / 8�� sin s co i'Mh i n l t7 �er.'l' o P s i\ �� ` CONSTRUC7loN �'`� Po G h Ivnf w►� „-1 Ian►s . :••X. % ; ”, ..' �/ i } sheuw% o rode H SH L BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING 1 caul ah� SewER croSS Uh er W>xI r IYIAIQS G i rn 5 a b� VEHICLE I REFUELING A AND EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. u�� s e ve uDr-;{�eil1 �erw►�6Si °''� by SAn i 310.0 F P 1..1 W� +fir (ST7 �( 3 �p.� EROSKWCONrROL her are ,r�s one�ble Ireloca +e f` C) 3 Con+rao4or •and �w �t EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED fade 30 cXts+-tr►9 w>w�'ea �d ility AGAINST EROSION BY INSTALLI EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER Vale boXr.°S ate. tJh'oh ;- =- AF `�joi I AG T LLING N t yvtilerS valves / _..._ 3 ! T� ,� VEGETATION, AND BONDED FIBER MATR IX. � h � tMei r ro eG"�'• ALL a'- {cc }e'� �''lafer . I ` NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. is off c +ed by P S D ul to rnvyT Meet Curran{ ca D IVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCT /ON SITE. CONTRACTOR SHALL taGi I +� es do 066 1� ►� PROTECT CHANNELS AGAINST EROS /ON USING PERMANENT AND TEMPORARY EROS /ON CONTROL MEASURES. vid+ty- p, yE r cf ' s +a+►dards.� f REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO Mge{ g•�tr�`- dre►s� then the slnxl� be uP9�'aded J' r t✓u c,urrtt:r+f stzv+nd�.rJs a-t' the Dwr►er s expense. . C / AVOID UNNECESSARY REMOVAL OF THE NA TURAL GROUND COVER. DD NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROS /ON. l .� TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION +'/ ^ CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD SG y �,•1 -ien LJhev► artlllelir� u�7r.�tr Ser ✓ices. � - 35 P E¢F Dtt4 /,t1 C INC , AND BIND THE SOIL. �"� ! J I0 =O .tnl@' T'►Bd rNTO 2 t O):AlNLUUV;• ��o�'t QOdf bOreJ ^ � 5 � M'�w ►v�or� h °r�zontal Sc ara:�ior• ojr I o fee* KcD¢ -3s PE¢� �ts4tN�t�B PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACT /VI TIES ARE COMPLETE. y 1 } �5 - Aha io =o't ot,uE •rrED mercP 6 * "PM D1ZAauu,VE 1� WA TER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. r'a�uFre d be -tweeh - �i ve, yd r Au i Sstn Diego & acrd 4leairt o vn� s. y -2ooF c+ouuw s4bv73 •� ON-sm cCNS7AUCTM MATERIAL STORM "crew �t�F G) AL1• wa-her servtGes -Lo be cons- 4- ru�-Fe1 dear v .... - o.� e�rive.w�z av 4 all o f •gaveled wa STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE m pe, - 6e'tn Prrov +'&fr arG�l ! W m �+•crs P i THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RA /N. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT F OR WIER STRUCTUl7E » II I they art �er�t . PER A I � 26. 4" VC* ® 0.8x T x ' ¢ ALL FUEL STORED ON -SITE. DETA IL A ELIMINATE OR REDUCE POLLUTION OF STORMWA TER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCH TED AWAY FROM CONCENTRATED J DECORATIVE '' G O STORMWA TER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION Ao� 3io p 0 � MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 4 3 W.3 1 �c EXIST GATE -- - =�' -.. . �` __.......... i l . ..... .........._._ ._. 3 C' CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH ,� ......... PROTECT /N R1.5O THE CITY OF ENC /N /TAS STORMWA TER POLLUTION CONTROL REQUIREMENTS. THESE SUP NOTES SHALL BE A VA /CABLE TO PLACE W EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT iw STORMWA TER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. \\ W WASTE MANAGEALENT II o \ CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MA TERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBI TED. ............ - ............ I ..... o �� _ ............::::::.. t=�� ..... _- _.._......_................... _T__............. ...........__.._._.._...- ...... - NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWA TER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO 2 -23.4 LF -6" PVC* 01.7 DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTL Y FOR LEAKS. DUMPSTER LIDS SHALL REMAIN SEE NOTE BELOW CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED CONSTRUCT CMU HEADWALL * WITH CONCRETE CRADLE W/TH TARPS IN ORDER TO A VOID RAIN CONTACT W/TH ANY TRASH MA TERIAL. PER DETAIL e PER SDRSD S -6 MANY CONSTRUCTION MA TERIALS, INCLUDING SOL VENTS, WA TER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHAL T AND CONCRETE, 2 I WOOD, AND CLEARED VEGETA T /ON CAN BE RECYCLED. NON - RECYCLABLE MA TERIALS MUST BE TAKEN TO AN APPROPR /A TE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMA TION ON DISPOSAL OF HAZARDOUS MA TERIAL, CALL THE HAZARDOUS WASTE LEGEND HOTLINE TOLL FREE A T (800) 714 -1195. FOR INFORMA TION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE u ° DRAINAGE FLOW DIRECTION �-- 4' MIN PORTABLE TOILETS MUST BE IN GOOD WORKING. ORDER CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE -- PROPOSED GRASS -LINED SWALE* , SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. 0.5' � ^ ��� \��� ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN .CONTRACTOR a 3 N PROPOSED GRASS -LINED SWALE ��� �! , \ ����� MUST ROUTINELY CHECK AND CLEAN. UP MA TERIAL THAT MA Y HA VE TRA VELED AWA Y FROM CONSTRUCTION SITE s ? W /ROCK CENTER* .����� \� // M GRASS -LINED GF � *NOTE: t c ^aeo SS n S 1+ MODIFICATION TO POST CONSTRUCTION BMP SWALES, AS DEPARTM APPROVALS A �� 5 SHOWN IN THE ASSOCIATED DETA /LS, ARE NOT TO BE , b /t n N MADE WITHOUT OBTAINING PRIOR APPROVAL FROM THE i � 3 MIN \\ / , PLANNI N BUIL R N1.-' v� g CITY OF ENCINITAS. ALL POST CONSTRUCTION BMP'S ARE 0.5' TO BE INSPECTED AND MAINTAINED FOR THE LIFE OF THE � REVIEWED BY:_ PROJECT TO PREVENT DOWNSTREAM IMPACTS RELATED TO ��\ �`�� FA RC �! DATE STORM WATER QUALITY / // FILTER ��i,� /���' 6 -9 PARKS AND RECREA77ON FABRIC 0 WITH ROCK CENTER (3" MIN) .. -- II m REVIEWED BY: /�v�N.f -�-�- TYPICAL GRASS -LINED SWALE rt � /ziA © 3 QR OFESS /p c CROSS- SECTION DATE yc PREPARED BY= N NO SCALE SAN DIED = WATER DISTRICT . 61833 � A & ES CONSULTING c (APPROVA OR 2 YEARS) * * 7 LAZA, PMB 162 s c SAN DIEGO, C 1 m REVIEWED B p �F (619) 379 -4227 0 / Q N DATE _j N REVISIONS APPROVED \ DATE REFERENCES DATE BENCHMARK SCALE ENCINITAS FIRE PROTECTION DIST. as Cis E � e r APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO ORIGINAL 11 6 03 CITY OF ENCIN /TAS HOR /Z. & VERT. HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OR RECOMMENDED APPR EROSION AND SEDIMENT CONTROL PLAN FOR: = I CD CONTROL PT. "P2" FOUND P.K. ,� • REVIEWED BY- DATE: / /�L /a? - E66 BONITA DRNE- SHAN&AHAN RESIDENCE (a o o &JAR AA AA NAIL /N AE PANEL, REQUEZA ST. 1 - BY: BY: 1374 WEST OF / - 5 BRIDGE , = IC 11-12-6 R.C.E. NO.: 61833 R.C.E. R.C.E. AM. 258 - 370 -07 PLANNING CASE: 02 -077 0 CHRISTOPHER L. SCOBBA EXP. DATE: 06 -30 -05 WORK PROJECT N0. 03 -0003 i EL.= 174.36 MSC. NIA DATE DATE: 2 u DATE: SHEET 3 OF 3