The URL can be used to link to this page

6383 C UNTY OF SAN DIEGO TRACT NO 4328ml EARTHWORK SPECIFICATIONS _ _ _ _ _ _ — _ _ WORK TO BE DONE GENERAL ( _� _ _ -i �- - THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORD NG TO THESE ALL GRADING SHALL BE DONE UNDER THE OBSERVA714N CFAQUALIFIED SOILS ENGINEER. ALL AREAS TO BE FILLED I PLANS AND SPECIFICATIONS, THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPART- SHALL BE PREPARED TO BE FILLED AND ALL FILLS SHALL BE PLACED IN ACCORDANCE WITH THE EARTHWORK SPECI- ( I =i '' � `' ' ' =' ('~ MENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPR VEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. ,f/ /r- :,if r /1. /,�1 i`r ,^ if Y"4 r` i q :.5. �� ' 7 a �1 T r i i cif f^ L� h FICATIOHS" ATTACHED TO THE PRELIMINARY SOIL INVESTIGATION FOR THE PROPOSED SUBDIVISION, PROJECT N0. I t : � „ > o �? ; S� , ' sr� i'?: \ D-2874-Jol, DATED 1-6-83, BY GEOCON, INC , BRUSH AND TREE REMOVAL: ®® I ( I GRADING BRUSH AND TREES SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. WHEN TREES ARE REMOVED, THE ROOT z2 z/ 20 SYSTEMS SHALL ALSO BE REMOVED AND THE RESULTING EXCAVATION FILLED WITH PROPERLY COMPACTED FILL SOILS. I >a /y \ GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS S SHOWN ON O� a3 I I NN/S o I THESE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS AND IN ONFORMANCE FINISH GRADING: /6�>� O� �I I 82 I o Zq B % � ' ? � WITH SAN DIEGO COUNTY STANDARD DRAWINGS NO. 208-1T, 209 AND 231- T. CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE TO PRODUCE A SMOOTH AND UNIFORM SURFACE OR v I ' CROSS SECTION. THE SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE SHAPED AND TRIMMED AS DIRECTED BY O �� eI rz O I ( /z / MAX SLOPE THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, OR OTHER WASTE 6� >t4 es 9 /a /¢ CUT BANK - - MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE REMOVED AND DISPOSED OF. �B [A] ti O - �� l' / MAX 5LOPE aT6 1j °Q —=� FILL BANK— — -- — �2- - - - — �- EXPANSIVE MATERIALS: ss �B L 7 6 REC. F I FINISHED CONTOURS - - - EXPANSIVE MATERIALS ENCOUNTERED IN CUT AREAS SHALL NOT BE PLACED WITHIN THE UPPER 3 FEET OF ANY FILLS. �� vo $7 n I a ,'� A RE THE POTENTIALLY EXPANSIVE SOILS MAY BE SPREAD THROUGHOUT THE LOWER PORTIONS OF THE FILLS. IT WILL BE 56 c BB THE CONTRACTORS RESPONSIBILITY TO PLAN HIS GRADING OPERATIONS AS REQUIRED IN ORDER TO PROVIDE NOW EXPANSIVE OR SUITABLE MATERIAL WITHIN THE ABOVE FILL AREAS. THIS ALSO APPLIES WHEN POTENTIALLY L A m 89 C I DIRT S WA LE - - - - - - - - - - - EXPANSIVE SOILS ARE EXPOSED OR EXIST AT PROPOSED GRADES IN CUTAREAS WHERE THEUNDERCUT DEPTH SHOULD O ��'i " D!'/!iE 2 i i BACKFILL NOTE: BE 2 FEET MINIMUM. I �� 90 I �pNIGU- I �\ i DA�LIGHT LINE - - - - - - - - - - -� TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A i _ _ PAGIFIG C I __ 2" A C DRIVEWAY - WHERE - - - - - - - - - QUALIFIED SOILS ENGINEER WHICHNDICATE THAT TRENCH BACKFILL WAS COMPACTED I -- sr % ---- -- IN ACCORDANCE WITH ON-SITE EARTHWORK SPECIFICATIONS. L E G E N D GA,PNEk' PL. '" PIPE REMOVAL: I I so ii CUT AND FILL BANK, SLOPE AS SHOWN - - - - - WHERE AN EXISTING ABANDONED CONCRETE PIPE LINE IS NOT REMOVED BY THE GRADING OPERATION, IT SHALL BE E T W 7 I I 49 + gp �- 97 _ u ®_ - I- - I _ sHE�r tt 3 I I FINISH GRADE 6� REMOVED WITHIN 20 FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. 1N - �- r 4e OTHER AREAS THE PIPE SHOULD BE COMPLETELY PLUGGED WITH CONCRETE OR REMOVED. +- N SHEET#5 I EXISTING CONTOURS - - - - - - - - - - - - - DUST PROBLEMS 4 I - - - - I - - SHORT TERM DUST PROBLEMS ASSOCIATED WITH CONSTRUCTION SHALL BE MINIMIZED BY /I I - - - - - - - - - - -- PROPER USE OF DUST SURPRESSION MEASURES DURING GRADING OPERATIONS n 35 J= `f C SUBDIVISION BOUNDARY - ,�lEYM,4P 43 - - - - - - - - - - - - GENERAL UTILITY NOTES sCAa II i"=too' ® CURB LINE - 44 37 W /�`' - - - - - - - - - - - - - - - EXPLORATION EXCAVATION REQUIRED: CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY 4z 88 I U�IR/ES t�AR/ES LOT NUMBER - - - - - - - - - - - - - - - - BB AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL 3 LOCATION OF EXISTING FACILITIES. 9 � PAD ELEVATION - - - - - - - - - - - - - - - ¢� ao THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE I LINED DITCH (D 7S 77rPE0� - - - - - - C=> OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING -- �/ UTILITIES EXCEPT AS SHOWN ON THESE PLANS. W N'G UNLINED DITCH - - - - - EXISTING UTILITIES OR STRUCTURES ARE SHOWN ACCORDING TO THE RECORDS OF THE FOLLOWING COMPANIES, AND I. ? �j /YIIN. - - - - - r� THE CONTRACTOR SHALL NOTIFY THEM 48 HOURS BEFORE COMMENCING WORK. �sHEET we _ _ _ _ — _ — ^ _ v "�� °,r- PAD ELEIi POSTAGE STAMP LOT TYPICAL - - u „nry,r�« nr;rram=.u�nr, - STORM DRAIN & APPURTENANCE - ==zr-== SAN DIEGO GAS & ELECI R I C CO: 235-6323, r ;/� - , .� , " ^ r r^ PACIFIC TELEPHONE COMPANY: 422-4133' �! vl -s' n' s vt' L rr 4 OLIVENHAIN MUNICIPAL WATER DISTRICT 753-6466 PROTECTION OF• EXISTING UTILITIES: I I "� L E G A L D E S C R I P T I O N THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY Q PORTIONS OF THE NORTHEAST AND SOUTHEAST QUARTERS OF SECTION 24, TOWNSHIP 13 OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EXISTING SURFACE IMPROVE- ✓ I SOUTH RANGE 4 WEST SAN BERNARDINO, IN THE COUNTY OF SAN DIEGO STATE OF MENTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE COUNTY OF SAN DIEGO ENGINEERING Evuviras B�`o DEPARTMENT. HOUSE SECTION K -K CALIFORNIA. ' S4NTA F DRIVE � NO SCALE SITE ADDRESS y 67Azn6E 112 MILE EAST OF EL CAMINO REAL ON THE NORTH SIDE OF MANCHESTER AVENUE. C O A S T A L 7E — o HINGf L lNE ' GRADE SHODVN ( �' /, GRADING ACTIVITY SHALL BE PROHIBITED DURING THE e ! ��p �� __--- O_ 4 ' 711AWRIAPBLE APPL/ES HERE i !L SOILS ENGINEER S CERTI FI CATE RAINY SEASON FROM OCTOBER 1ST TO APRIL 1ST OF ANY �t � H/NGE LE SLOE MA 1% THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND 0 BE IN CON- YEAR, No SCALE, '1 2600'± FORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN OUR SOILS REPORT FOR THIS 2. ALL GRADED AREAS SHALL BE HYDROSEEDED PRIOR TO OCTOBER 1ST WITH EITHER TEMPORARY OR PERMANENT 1IQ� QLp� o SLOPE o SUBDIVISION DATED, JANUARY 6, 19831 D-2874-JO1 LANDSCAPE MATERIALS, LANDSCAPING SHALL BE MAIN- PER PLAN SAN DIEGO COUNTY wP D� STREET � � GEOCON, INC , TAINED AND REPLANTED IF NOT ESTABLISHED BY DEC ES�O�J� GRADE % I BERM DETA/L e , / / ` R.C.E8(� _ DATED: EMBER 1$T, 0 3. ANY NECESSARY TEMPORARY OR PERMANENT EROSION CON- I�/C/N/TY MAP TOP OFF/LL SLOPES BY' / c` TROL DEVICES SHALL BE DEVELOPED AND INSTALLED PRIOR No scdCE PLAN (UNLESS SHOWN OTHERN1SEE) �� TO OR CONCURRENT WITH ANY ON-SITE GRADING ACTIVITIES, NO SCALE @t!E%�� No SCALE OWNER AND PERMI TTEE ��'` ��. ' so 4, WHERE DIFFERENCES EXIST BETWEEN COASTAL COMMISSION REQUIREMENTS AND COUNTY REQUIREMENTS REGARDING �� l WORK PERIODS THE MORE RESTRICTIVE OF THE TWO SHALL 20.0 (MINI McKELLAR & ASSOCIATES P '2 #' �� GOVERN. 1250 PROSPECT STREET, SUITE C-14 ; /! LA JOLLA CALIFORNIA. 92037 � 'r L5 Z.o 13.0 (MIN) 5.0 /5 TELEPHONE: (714) 459-3891 4 E C I/AR/ABL E SLOPE (MA)(. 2 /) COASTAL PERMIT 6-OZ- 303 A t9_4 RAGE liAR/ES for 5' D. DWG D5 7 v�rr-iiraar ' PAO ELEVATION AS - BU I LT Y PER 5r � SHOWN oN PLAN ?r DRI VEWA EL E!!SHOWN �4 " BU/L D/NG S 0 L A R: ALL LOTS WITHIN THIS SUBDIVISION HAVE A MINIMUM OF 100 SQUARE FEET ,nl ON PLA NS OF SOLAR ACCESS FOR EACH PROPOSED DWELLING UNIT AS REQUIRED BY SECTION 81,401 , ENGINEER OF WORK R.C.E. DATE 1..' . ' j I (N) OF THE SUBDIVISION ORDNANCE , W ROLL CURB �jr ' STREET CUT WIDTH '" 'r=vr='n _ -ors SECT/ON I -I P 5�°'' /FUTU E CIVIL��. 4Mt .UAGOPEN/NG No SCAC E �j ' BARRY BENDER, R, C, E, ND SURVEYORS 5620 FRIARS NE (714) 291-0707 EFFECT/VE - I5'ZO' /B,0 VOPQYP� BERM DETA/L NOTE: THE NATURAL OPEN SPACE AREAS ARE TO BE STAKED DURING THE HE/6HTR H� yQ� TOP OF CGIT SLOPES CONSTRUCTION PERIOD, P\O��e�p GARAGE (`UNLESS Sf10GUNOTllEPW/9E /VTS. RUNNING OR PARKING OFEARTHMOVING EQUIPMENT, STOCKPILING �` �� PE RMITB OR EARTHWORK MATERIAL OR OTHER DISTURBANCES WITHIN THE 54NI DES1MNG DETA/L ��``�o�'� VARIES x '-- �� n s"EET COUNTY OF SAN D FGA OPEN SPACE AREAS ARE SPECIFICALLY PROHIBITEDI / DEPARTMENT OF PUBLIC WORKS �9 ranr=alis DR/VEWAYvCUT ONE-- J - REZONE PERMIT NO APP,POb'ED sH�ers NOTE:SANDBAGS ASDEP/CTED ON 3� �_J I R �I 1/OTE PLANSSCNEMAT/C ONLY. SPECIAL USE PERMIT NO. A 81 - 106 GRADING PLANS FOR: a SOILS f/ivE9riGAriON HAS BEEN MODE FOR TH15 DEVELOPEMENT A5 THE UP - STREET 8/DE ROLL CURB a (SEE PLAN V/EW) \, GRADING PERMIT NO. G OZG9 T 328 NOTED ON SHEET N9 / OF THE G FADING PLAN AND ON THE RECORD MAP SECT/ON d—J COUNTY OF SAN DIEGO TRACT 43?_8 ALL EARTHWORK SHOWN HAS BEEN OR WILL BE PERFORMED UNDER BENCH MAR THE DIRECTION OF A QUALIFIED SOILS ENGINEER /N ACCORDANCE roo ScQGe COUNTY APPROVED CHANGES , H WITH LOCAL ORDINANCE9. NOTE' No. Description Approved By Date DESCRIPTION /2 /PON!�/PE $ET/N CONIa 2L'EOBY CALIFORNIA COORDINATE INDEX 3/O- /169 A VED IN CONFORMANCE H STEEL ooST THE USER OFTH(6PROPERTYISADV/9EO, HOWEVER THAT THELOT09 FINISHED GRADING SHALL BE CERTIFIED BY A REGISTERED CIVIL ENGINEER AND IN- ITEPJI A P81-108 AS BUILT C°�� // 5R LOCATION /95MI. FPOM/NTISANEL/JDAVE. B,L1/C/CENNrD?. APPROVED: R.J. MASSMAN EngineerofWo :,_ PAOCREATEO MAY OR MAY NOT BE COMPLETELYSUITABLE FOR THE SPECTED BY THE COUNTY ENGINEER FOR DRAINAGE CLEARANCE, APPROVAL OF THE' ELY ALONG/19QNCNE$Tfe?Al/E ./NFENCEL/NE �UNN/N!3 l /� r _ UBE HE /IVTENOS. Tf/E USER /9A0V19EDTOEMPLOY9U1TA9LESOILS ROUGH GRADING DOES NOT CERTIFY FINISHED GRADING BECAUSE OF POTENTIAL SUR- E�W 7'S. /Oof M�1N^HESTE,L3A1/E.E� r�'E��PP. ' R.C.E ' i ANO/OR STRUCTURAL ENGINEERING ADV/CE IN CONNECTION WITH FACE DRAINAGE PROBLEMS THAT MAY BE CREATED BY LANDSCAPING ACCOMPLISHED RECORD FIR COUNTrBENC//LEYEL 0t-0036 ANYPROSPECT/VEDEVELOPEMENTORUSE. AFTER ROUGH GRADING CERTIFICATION , D .U. DAT i GRADING ` E EVATION- tG.5/�' _DATUM Ugh' 0 Q$ . FOR DIRECTOR OF PUBLIC WORKS PERMIT NO. _ 0269 r - FILE NO. v� LoT 20 32; 24 20 ' LOT z G E N E R A L N 0 T E S T O B E S H O W N O N P L A N \�N 45 0/1D 11V6 y 6U/LD/NG r a �y EARTH BERM PER 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL 13 , SLOPE RATIOS : DETA/L HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD Pl-: [o/ ♦ ♦ LO% ml�_- - POSES. CUT - 1 : �_-- „'-- SEE SECT IONS' ��T— ----=r+" SEE SEC7/O/✓.5 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINAL APPROVAL OF TF= FILL - I_�2.• � I �— I SLOPE PER PLAN t t g ✓ ✓ L �U I t ✓ ✓ ASSOCIATED IMPROVEMENT PLANS WHERE APPLICABLE , FINAL CURB GRADE ELEVATIONS MAY REQUIRE CHANGES IN THESE PLANS , EXCAVAT ION : 279,700 . C .Y, FILL: 188, 400 C.Y . WASTE/ 91, 300 C ,Y, A -A 3, IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE, (NOTE : A SEPARATE VALID PERMIT MUST EXIST FOR EITHER WASTE OR IMPORT SEC T/0/V P.4C/F/C AMINewaglie X163 8g a TO e7*ag55 AREAS. ) 4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM THE DIRECTOR OF TRANS- BRAND C/PEST, LOOP/1Yf,4�PLDNE, aLIiQNEA�PGAC6 PORTATION WILL BE REQUIRED FOR ANY WORK IN THE COUNTY RIGHT OF WAY , 14, ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARD DRAWINGS DS-8, DS-10, DS-11, AND D-75, 5, ALL SLOPES OVER THREE FEET IN HEIGHT WILL BE PLANTED IN ACCORDANCE WITH SAN 2 34 20 /0 T DIEGO COUNTY SPECIFICATIONS . 15. EMERGENCY EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT SATISFACTORY TO THE COUNTY DEPARTMENT OF PUBLIC WORKS IN THE EVENT THE SITE IS EX- M/N. 6, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BE- POSED TO EROSION DURING THE PERIOD BETWEEN NOVEMBER 1 TO APRIL 15. BU/[DING FORE COMMENCING WORK, NOTICE OF PROPOSED WORK SHALL BE GIVEN TO THE FOLLOW- EROSION CONTROL MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO, SLOPE ING AGENCIES : TELEPHONE NUMBER PROTECTION, INSTALLATION OF JUTE MATTING OR APPROVED EQUIVALENT, DESILTING BASINS, ENERGY DISSIPATORS, SILT CONTROL SAND BAGGING AND EARTH BERM PER SAN DIEGO GAS & ELECTRIC 235_6323 STORM DRAINS , SLOPE PER PLAN DETAIL PACIFIC TELEPHONE /O/ 16, ALL BUILDING PADS TO BE DIKED AND THE .DIKES MAINTAINED TO PREVENT WATER rrt -- CATV _ T SEWER CARDIFF SANITATION 565-5332 FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED I I- --�- ��i SLOPE PER PLAN WATER OLIVENHAIN MUNICIPAL WATER DISTRICT - AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING EROSION, OR CONSTRUCT r- - SE£ SECT IONS tIy ✓✓ DRAINAGE FACILITIES TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF -j W 7, A SOILS REPORT MAY BE REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT , PUBLIC WORKS THAT WILL ALLOW WATER TO DRAIN FROM THE PAD WITHOUT CAUSING v EROSION , 8, APPROVAL OF THESE PLANS BY THE DIRECTOR OF TRANSPORTATION DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION 17, TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING AIL HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. OVER THE CRESTS OF SLOPES, m 9. THE DIRECTOR OF TRANSPORTATION ' S APPROVAL OF THESE PLANS DOES NOT CONSTITUTE 18, AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN SEC TION 3-B COUNTY BUILDING OFFICIAL APPROVAL OF ANY FOUNDATION FOR STRUCTURES TO BE NOVEMBER 1, ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITH A HYDRO- PLACED ON THE AREA COVERED BY THESE PLANS , NO WAIVER OF THE GRADING ORDINANCE MULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY DEPARTMENT OF 85— REQUIREMENTS CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS MADE OR IMPLIED PUBLIC WORKS , BETWEEN NOVEMBER 1 AND APRIL 15, APPROVED SLOPE PROTECTION (SECTION 87,403 & 87, 410) , ANY SUCH WAIVER MUST BE OBTAINED FROM THE DIRECTOR MEASURES SHALL PROCEED IMMEDIATELY BEHIND THE EXPOSURE OF CUT SLOPES AND/ OF LUER . OR THE CREATION OF EMBANKMENT SLOPES, 10, ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, 19, AN IRRIGATION SYSTEM TO BE INSTALLED NOT LATER THAN MAY 15 FOLLOWING 2 3Z� ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION THE PLANTING OF THE SLOPES , EQUIPMENT AND ANY OTHER AS GRADING EQUIPMENT DAY, EN CTEDLONBTHEIPREMDSES ONE DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH GRADIENTS IN EXCESS PERIOD BETWEEN 7 : 00 A,M. AND 6:00 P .M. EACH DAY, MONDAY THROUGH SATURDAY, AND 20, SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE COUNTY NO DARTHMOVING OR GRADING OPERATIONS SHALL BE CONDO 1 SUNDAYS OR HOLIDAYS, OF 2% AND ON OR IN OTHER GRADED OR EXCAVATED AREAS AS REQUIRED BY THE - , _ SLOPE PER PLAN COUNTY DEPARTMENT OF PUBLIC WORKS , THE LOCATION AND DETAILS ON THE SLOPE PER PLAN c BAGS SHALL BE SHOWN ON THE PLANS , 11, ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A -� �T __ _-__ __--____ �� CONTOURED TRANSITION FROM CUT OR FILL FACES TO NATURAL GROUND AND ABG-- 21 , CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEM SHALL BE INSTALLED TO TING CUT OR FILL SURFACES , THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS , —_J 12 , NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE GRADING ORDINANCE 22 , AT OR NEAR EVERY POINT WHERE CONCENTRATED FLOW LEAVES THE DEVELOPMENT, A 5 O AND NOTWITHSTANDING THE APPROVAL OF THESE GRADING PLANS, THE PERMITTE= DESILTING BASIN AND AN ENERGY DISSIPATOR MAY BE REQUIRED TO BE CONSTRU TED /5 IS ,RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO ADJACENT PROPERTY , NC TO REMOVE SILT FROM THE WATER AND RELEASE THE WATER AT A NON-EROSIVE PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO' EN- VELOCITY , O DANGER ANY ADJOINING PUBLIC STREET, SIDEWALK ALLEY, FUNCTION OF ANY SECT/ON C -C _ SEWAGE DISPOSAL SYSTEM, OR ANY OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT 23 , THE DEVELOPER TO MAINTAIN THE PLANTINGS AND EROSION CONTROL MEASURES D=_S- SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, EROSION, CRIBED ABOVE UNTIL RELIEVED OF SAME BY THE COUNTY DEPARTMENT OF PUBLIC CAC/FIG R<►NCN ORW5 0 31-32.310 18*,5 7 0 SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE GRADING WORKS. THE DEVELOPER TO REMOVE ALL SOIL INTERCEPTED BY THE SAND BAGS, DESCRIBED ON THIS PLAN THE COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE CATCH BASIN AND DESILTING BASINS AND KEEP THESE FACILITIES CLEAN AND FREE S ®-10004.6 3 70 3+3Z.31 FOR CORRECTION OF NON-DEDICATED IMPROVEMENTS WHICH DAMAGE ADJACENT OF SILT AND SAND AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS , THE PROPERTY, DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE COUNTY DE- PARTMENT OF PUBLIC WORKS , s -q/ f A, T 24, MANUFACTURED SLOPES AND PADS (-�HALL BE ROUNDED VERTICALLY AND HORIZONTALLY AS APPROPRIATE TO BLEND WITH THE SURROUNDING TOPOGRAPHY, I SLOPE EROSION C0NTR0LN01E EROSION CONTROL MEASURES TO CONTROL SOILS MOVEMENT SATISFACTORY TO THE ,COUNTY ENGINEER IN THE EVENT THE SITE IS EXPOSED TO EROSION DURING THE PERIOD BETWEEN NOVEMBER IST AND APRIL 15TH. EROSION CONTROL MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, SLOPE PROTECTION, STILLING BASINS, SILT CONTROL SAND BAGGING AND STORM DRAIN , -� SAND BAGS SHALL BE PLACED IN GUTTER AND OTHER LOCATIONS AS APPROVED BY THE COUNTY ENGINEER DURING THE PERIOD FROM NOVEMBER 1ST AND APRIL 15TH , THE DEVELOPER SHALL MAINTAIN THE PLANTING AND EROSION CONTROL MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE CITY ENGINEER, THE DEVELOPER SHALL PICK UP AND REPLACE ON THE SLOPES ALL MATERIAL INTERCEPTED BY THE SAND BAGS, CATCH BASINS AND STILLING BASINS AFTER EVERY RUN-OFF PRODUCING RAINFALL, .?W VA 2/ES AS SOON AS GRADING IS COMPLETED, ALL AREAS SHOWN SHALL BE STABILIZED BY /O /O HYROSEEDING, MULCHING AND FERTILIZATION , THE SEED MIX SHALL BE DESIGNED BY AN 6AMMA6S EXPERT IN THE FIELD AND SHALL BE APPROVED BY THE PARKS AND RECREATION DIRECTOR, THE MULCH SHALL BE APPLIED AT NOT LESS THAT 2000 POUNDS PER ACRE AND THE FERTILIZER AT NOT LESS THAN 1000 POUNDS PER ACRE, OR ACCEPTABLE ALTERNATE, /2'- Y I� Q� ' 144 TEMPORARY EROS ION CONTROL NOTES SANDBAGS SHALL BE USED FOR TEMPORARY EROSION CONTROL PRIOR TO COMPLETION OF FINAL IMPROVEMENTS AS INDICATED BELOW, RICK ENGINEERING COMPANY SANDBAM 1. , GRADED STREET & UTILITY TRENCHES - USE THE SANDBAG SPACING INDICATED BELOW: PLANNERS CIVIL ENGINEERS • LAND SURVEYORS (BASED ON HEIGHT OF 3. SANDBAGS) 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110•TELEPHONE (�14) 2910707 /O I GRADE OF STREET OR TRENCH INTERVAL LESS THAN 2I AS REQUIRED NOTE: THE NATURAL OPEN SPACE AREAS ARE TO BE STAKED DURING THE 2% TO 4% 100 FEET 29 1 CONSTRUCTION PERIOD, �� 4% TO 10% 50 FEET / t o ,• RUNNING OR PARKING OF EARTHMOVING EQUIPMENT, STOCKPILING OVER 107 25 FEET` ,f X11 .ftF SHEET COUNTY OF SAN DIEGO' OR RUNNING EARTHWORK MATERIAL OR OTHER DISTURBANCES WITHIN THE EROS/ON CONZAOL PLAN I �� 2 [DEPARTMENT OF PUBLIC WORKS SHEETS OPEN SPACE AREAS ARE SPECIFICALLY PROHIBITED, NO SCALE 2 . STORM DRAIN INLET — PROVIDE A SANDBAG SILT BASIN OR TRAP TO PREVENT SEDI- q MENT FROM ENTERING DRAIN SYSTEM, GRADING PLANS FOR: e.. - NOTE A 90/L'S /NVE5T70AT/ON HA5 BEEN MODE FOR 7-1-119 OEVELOPEMcNT A✓c ♦ 4890E shOGUNONPLAN 3. CONTRACTOR WILL REMOVE SILT AFTER EACH MAJOR RAINFALL, p� /107EO ON�HEET No 1 OF THE GRADING PLAN ANO ON THE RECORO MAP !IA10E,PC117• TD B,E O,F7ZPX11%C9 BY SO/LS --NG/NEEX' BENCH MARK COUNTY OF SAN DIEGO TRACT 3Z�- ALL EARTf'WDRK SHOWN HA9 BEF,N OR W/L� BE PERFORMED UNDER (MIN. 1.5 ' FOR 3 SAND8AGS H16H) COUNTY APPROVED CHANGES OESCR/PT/ON: u1"IRON 10/PE SET IN CONC. MARKED BY THE O/REC.�IOA OF A QUALIFIED 907L$ ENOINEER /N ACCORD41VC5 H LOCA '. ORDINANCES. No. Description Approved By Date STEEL POST CALIFORNIA COORDINATE INDEX 310- 1669 W!T AS-BUILT C //S86 LOCATION- /.95ML FROM INT15AIV EL/✓OAVEy° K/LKENNYDR. APPROVED: R.J. MASSMAN En gineer of Work: THE USER CF TH/5 PROPERTY l9 ADV/5E0, HOs 'EVER THAT THE LOT OR ELY ALONG MANCHESTER AVE. IN FENCE LINE RUNA11AIG e. . PAD CREATED MAY OR MAY NOT 96 COMPLETELY SU/TABLE FOR THE 6�"W 17'910 1. MANCHESTER AVE 4'6'5E/OF PP*29004 � � i R.CE.284R8 G'SE HE /N7"ENDS. THE USER /9AOV19EOTO EMPLOY 9UITABLE90IL3 RECORD FROM COUNTY BENCH LEVEL OC-0035 ANO/OR STRUCTURAL ENGINEERING ADVICE 1N CONNECTION WITH ELEVATION 74.516 DATUM USC&GS �-1 PUBLIC g3 GRADING FOR DIRECTOR OF PUBLIC WORKS PERMIT NO. L 0269 ANY PR09PECT/VE JEVELOPEMENI- OR U9E. FILE NO. PROJECT NO.!_6433 B 'PERFECT`PA�ILE PLATE A PODN EY STOKES CO . 1% & 4�,00 z LL :N. -71 S Ts. S E, A -0 AGE I � TtyiS, AREA � p !s R4 OF 'rT '3 E. 14ZAW T X 01 0 sdT /8/1 ro BE W A14- IN PL "A 9�,A?l 04P ENEA76Y DIM,40,47OR PER D49. 7-YPE qGgra,4is e,ryqlcA� w1l,rvoh, APP-A X $ 1(�,Er OF 31W-YQ&l3e ABAZX-4.0 LWE A77' K74IN40E E,49CUENr 70 UALL V` (m TS 001IN7Y 0,r ,50,9060 fALL SHEET 14 STORM OP41 4T Jc/p_ -T------------------- AIIIZf A" rflZIASef W Zt AR& ZaZ-dA0-W, XWO1,0340 9-1-6-5 1&1 1W &-2,05527 W &0-4170 -87, JAM.6-5 R WIZZ1,4Nff ll?�e 8-1-<95 �c-/vo,� er.5-ea5ff3eo- AW 0\0 4R R, -ZZ-IV 5 A10A1 71, 71 OW45 Z A/ /f2FC. 8-1-93 Icl d. e4 -2a 52-,eg Z_ 70— V A & t. V V! AL L RE u4 r L F�l k,ORIZ-\�lf=_30_, L 967-AWW4 IALL- -HIN r - N R 1 6 P krr r->/-.77A eE T A L[NE. J __T Y)cr 1,-JAL_L_ Pep, RE,6, 6rp et?. / p RETAINING - WALL DETAIL N.T s. 7Z`1f RN, //f/ ZXM49ZZ z�Vl 4n.,5-01,r47101V 1,155-'eW 101V 945220r 190 SSION TO Az ME hl 7 J , RICK ENGINEERING COMPANY WOTIF- 1\ PLANNERS CIVIL ENGINEERS - LAND SURVEYORS 6620 FRIARS ROAD SAN DIEGO.CALIFORNIA 92110 - TELEPH6NE (714)291-0707 f6itt oi�r� E�sor,!,n%t ter- 04T t PRIVATE CONTRACT ="-Tv"3? K4. %-J - 0 5HEET COUNTY.OF $AN DIEGO DEPARTMENT 'OF P �9X 419 &�)-e7,?a710' I(Ye /-25-90 UBLIC WORKS GRADING PLANS FOR : couNry oFsANDIEGO rRA r4jw-�l COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE JNDEX 310-1689 Appr*v*d by Dot* hbN oes�riptiqn p/pE 6Er lwcomc. ltwwED BY No. sr ineor of W R.J. MASSMAN 6r" siff 0 k��/l�41 irr�v APPRO IJO AVE. i k11L ki lod, )I-q. HE,,NATURAL,WEN SPACE AREAsAREJ4 BE STAKED' ING -THE #RIW-MAA1 0 I-IE 5 Te 03 106 Afl. Fk'OA4 INr SAA/ YL AVE. 10 T DUR t.�b446 O.d. ONG TEP AVE. A/ E Qq LW CON ix gL4 AL -STRUCTrON PERIOD. *too 71,11pr 47- -"I' LO269 kNI G OR' OAkKING OF EARTHMOVING 'EQUIPt4ENT., STOCKPILING e&"A&V E,f W /7-W 4 MAACUES W74 VE.f -19 FjV f0te-M-14 Jq_ ii�R 7 GRADING ' 3 + vc .... ..... .... ........... ... .....e ............ OR EARTHWOR TOR OF PUBLIC WORKS K mATERIAL OR OTHER DISTURtANCIES-:WITHIN THE A 9 BUIL T - Reoord Frorm M&rr BEAIC41 LEVEL FOR D!REC PERMIT NO. 0 OPEN-11SPACE AREAS ARE, SPECIFICALLY- PROH111-ITED. 74-51a Datum: Elev. J FILE NO. 8433B PROJECT NO. OPEPFECT4 PROFILE PLATE A RODNEY STOKES CO. A Z (J-, �3 ixt X AL ............. 500 I i F 'ER-71 ------ IQ9J3 , X A AV, ----------- A- J__ X. J I f ........... t 40. 2 4 xiiiii�i:.- Z' "z' Osl t X, �rx- X N -313T2 X ... ..... x 407 .......... AAV Wrvj 701?14smoor// /REPM N41VIE �A I V. IN .0 X, W 0 ST D UR .. .. .. ,NG THI . ... . ...... NGINEERING COMPANY NOTE: THE- NATURAL ?OlReN SPACE AREXS/Iii TI-B, ... ..... RICK E PERIOD. RUNN-J-NG O�� 1-1/HM NOV NIG''E Q U I PLANNERS - ARIC11iffECTS - CIVIL ENGINEERS L ND SURVEYORS ARKIhG OF,,/tAl 4 5620 FRIARS ROAD SAN DIEGO,CALI ONE (714)291-0707 K MATERIAL QR" 9ANCE$rwi N �,,HE OPEN 'SO CE PRIVATE CONTRACT 'pA EAS A-RE./SPECV-I`CALLY"" SHEET COUNTY OF AN DIEGO ORKS IF DEPARTMENT OF PUBLIC GRADING PLANS FOR : F k4 _�40 �4�9A 49.EEV MA ......... 4,014�6 INIVeg;210,Ar rRAcr4m8-1 Ivry IoFsANDIEGo cou 89 OWSH Er 9,?A494A1�0*AN NZ? Ot 4 E�#R r// owlv //;0,- 1'0'q cPe G /VC AN/ pp BENCH MARK CALIFORNIA COORDINATE INDEX A�' -Zrge,01&,�C OF k,QUAb WAO COUNTY APPROY D CHAN No. Description Approved by Date w"MR ,L-- -0R91MAA(C4F4 1 10 P/pf SEr IA( WAIC. WPeW By V* on- /2'IA70N PT Posr -'l' , A REMISED 6PWING APPROVED: R.J. MASSMAN En Inew of Drk; k 7 1 1) 011W e4117TZ? 'MV e oF rms "opEwy ig 4 p-9 r;7r-IHIA r �,oro I - lk �1'seo'-HO'W'CvEk' L 4ND Pwr��Ws' Location: 10.5 AV FR'0M 11W. AVE. I! k EAWY E.4 rF. A�ETEZ'Y'AWIrA84 De EZY AL - IG QrEP AVE At AEANCE P*A)'�OR A4AY WrbIE COM C.E.28448 11AV TY AS- BUILT -UE5TEPAVE.?G5,QV *0.4. T11cuse'"I .4qw56j0 :r0E46v4'0Y6f4�('1 WAAIIAIQ f W /7',5/0 t MANC 65.EN 9 '0 -19.7 1. 0269 _77 ; EC GRADIN6,,_1 %Cord From. CQUAVYI&AW LEVEL PERMIT NO. UCTtIRAL tOVICE IN CpNfv, FOR DIRECTOR OF PUBLIC WOW A/vr P4trlve 0-bVE40PS We vle 96 ' A 3 7 Datum U6.L.�G-9. 00 FILE NO. OB PROJECT NO.843 I � I I I � 1 I I I - I I I � I ,11, k I I i I I I I I I . I � I I � 4PERFECT"PROFiLE I � I I I I I � � PLATE A I . I � I I RODNEY STOKES CO . I I . I - - I I I - I - �. I " - I I I I I I � � �' I I " I . - I . . . I - Z . I I � I I I " I . I . I .1 I � 1, I I .I � I �' I I I'll ' 11 I I � . I I . ''I I . � I I I I I ' � � I I i I I I I 11 11 - "':' ��-'14 c I'll -- � I "I � Q I, I . � I , , -1 ' , . , , : -,,,,,,,J I I , � -1.1 ---' �' I � � I", �1�I\1, ,I ,\ , 1, , "� , ---� I �' I - I I � I . \ 1\ ,� � I I :�\\'� I I I � i � 11 i-- I I ll�' I - - I I � .t"' I I ' ' . , '.' 11--- -�' ' -- \ I , 1, \'\ " '; \ 1� L� � " I -'-'-' "-'--'l----'- . -1 , I � N, I 11 , I I , ' I I I � , I - . :: � , � \1 I -- ,- I� ' I 1-I -11 - --- I \ I I I ' \ z , , � , I _ \ , � � ,I ., 1, � � " - . I ,' I f�l �� I - I V I 1, I I 1\ � \ � 1� \\ , `�'�' , , \\ � � \ I I \ ' ' , I ' � 'I " I I -�' 'Y 11 -, I -' - N I I .�'A I - " � \ I ,, '� -"'��\'�, , I ,� '\ � � .I ' ) L I � I ' I �� I I I �� 11 L'. I I I - I '-�x , \ , I I L � y , \ � \ � kll 1 � � I 11 I I I I �- � � - , - I -"- --- . I - --- L-' � I -1 - - -11- - - I I ") � 11- I I 1, I I , � � I �'' �' �', I \ � I � �'�1,\�� I 11 I / � I 11 16�5D , - -�-, - - -- ---� . , L�-�� /'-�-\'N 11 , ' " � \ . '� '� , \ � I I i I � I I I I / I I � I --- I , - - I , , , , ' ' � I" - " I\ � \ --"'-"-'�" -�'- -, "-� � - '-�r�-�- -A'--'l ,�� . I "�< ' 1, ' \ � ' �, , -� I I I � x 1, , I�'L I- 1. 1 '\' , � � 11 � 1 , - -, " '- \ - ,,,-\ , � ), i � -�� -U- �' � " , I , \' "-� ,- - �, � 1, I � / � 11\ \ , I i I /" : I 11 I � -�' --- [:�' ( � - ---- , . I I (6�1 / \ ' � ll� " - I-,- -\1\ I , I '� I I ---- - � - ' , I V , I � ' � I I � 11 I . V 11 - - � I . I- I , ��A I" 11 I I I , , I ' ,- I , lge I I -11 , " I - I - , / � - I N \ , I \� ; � i I �� I I . ", I - f "�m ��" � \� 6 1 , � "I I 1 '6� �.- , , 11 � , - '� . I � " \ \ , I , � I , 1, I 11 �' , I - - _'� -- - - I � I -��'� I I I " \ \ , , "I I ) ! , � � � � , '0"lll , I � �, : I I ( ; � I , 11 -- - I I . . - - - - I --'I,--- 1, 11 - I - \' ,I ", , , I , -11 I \ . '--"� " ""/ 'U \ �� I -� I - -,� I I � 1 -- --- - -�"'� 1, N - \ \\1 I � I I ,/ � , ,/ I ' � " - ' " I I - -�'- - - ------ -- ' -- - - - I I /' I I I - I�I \ , \1 I I 1� �\' :''-- -, "" , . / I , I I I I i 11 " 11 /' , I � � '\1/' � I i I --- -- - � � - I - '�� -I - . I f// '�� ! '---� � " f'� I �\ "\ '�� \1 " \ - - " I I i I . - - -..-- �"' � - -11 - - 11 -1- ,- - I I - �- - 1 14 /,' , I I ,I � �'� \ , I I - � " 11� . --- I . - --I I " I ,- - - � , / 1, I , \ \ \ I I I I "I I ;/ ! ( :i , I I i /"'�- I\ A i�I �� , I I I L I� e , I ' I - I -- I 11 I, '-'� \ I ' �lj � 1, , I � 11�i, � I I I : t�( , � , % � "I � I 11 . I�� -- - - - - - � .-----� I � -� - I '/ \1 I �' - I � I , I , 1, \ I " �' � - ", I - - I --'----'--- 'Z- -�, ��-7--- I , , �k -I--- I ,\\ I I 11, �� f / e' I - I - - - - .1 11 --- � � ""�\ \\� ,- , " \ , I I � .1 \ I . : L � I � I " -�-'�'� � z, : , � I � -- ' I ' - , - --- -- - - , � � ! 1 \' '\ � � \\ '� -\ � � 1� . �' I . ': " I I I � - I---- - - I . 1 I , I \ I ll� I % -�, � I , 1," I 19. � I I I � lll�� -'�''" . I -----,--,--- - - I � - - I I I I I I -�' -- � /I \ - -�' � � 11 �' 11 , I", I , ", - \ I 1, \' - � . I I-, I I -- - I --� � - � - � I -1 - I .11 - , --- �-- - -.-- - ,- I � - 11 �'� I / , I \ \ \ 1, 1\1 \1� I '�-" I 1,I \1 \\,\ I'�\ , �.'� %I % I -1',�'I , I I- I -�ll I -1 --- -, I - -----" - - �-�'/ �' \' '� I � , \\ - � �i z I I . , x �\� I I � - � - �--'� , " , , , , � - . I - -'- I- ,�- �- I -. -, --,--- - -- It li, I// --� . I I , I � , 1 1 " (t'�� I I I � � ,IV -'-�';'-'�'� ',- I - - I I 11 - - I 1- I - I-1 1. � � - �- � I L- � - I I -- I / � 1, '�� 11 � I 1� �- I � )I, . �. �"" , I I I 1 - - , I " I , �' I -- I � - - I I I , ; 1. - - - I— I I I � - I 1,� " , " 1, 1, , � I � � ,� , � --- I � I I � I �' \ � � - I I , , I 11 , - - '- , - ,' 1, I '-I-- f j -----� / �' ---,, 1 / �-- 1, , � - - \ - - , , , I � �� \' ) I � I I \ I I 1�I - .", - �-- '� I - I - I - ----- , - � - � " (--- __---" I 1�1, � , , I I I \ . . I 1 6 1 , - I I -� -� , �" ------ " - - - -� ' � ' - - I � - ' I "f ----/ \ / i ! I I\ \ �' I 11 " I , I I "" ,� \ , \ I \ " I I- -1 � I � ---� �, 1, 11 \ , � I I I -1 � --- I ---�-'- - - - - - -1 -- -- - --1, '�- "I - N, I I � 1� \ I I.... . "� "" I 11 I ' . � - -'�I '�' 1 '-"' I - - :-- �-- ", - -- - � ,- '--� , e, I �' "�'" "---< - 1�1 , I I \ I I I I , � � . I i I " 0 "I I I � I � ;"' '-, , I --'- '-' ' ' 7-77----- -- - ----, - I // ---- ( � t , \11', '�- , ," I � \ . I � /I �-". I'll I I FA. , 11 , - -11 -Z`�----'l � "y - -, � I I � I", .'�� 111 I � " � - - � - . - /� - I I I I � u � .11 , ' -A� - , ,I 11 - I I - '// ( ;� -� �' \ 1, I 1� , I - 11 - ) / / '( 11 I � I " I I '11�1 11 '1% I'll , � -"� - I ll�� - , - -j , � .. - � ,,, / � . I ! I -1 , "I I �- 1 11 / ��- '� - -- 1 -1 - -, 1 .- -� , I-- ,� " � 1 �f � 1� I "� 1\ " I - � i ! � 11 'I ', ' 'I 11 - ��-'-' " � - "� 1� �'�"� I_:I� -1----- 1 - I - -11-�'- I A! ll�, -L, - i 1 i ---�\ 1, 1, I �, "� \1 11,� % � ' I -, - I - I � I I � I � I - , " , "" "� -1 � 1� �'11, 1 , / '�---� -� --/--\ - I— 1-1 - -1- I --� - -� � � ) ! ,,, 1 , �,-�� - `111�1 - " I I I " I . - / / 1 -�7' 1 '- � , ,� �-�' li I/ / / � I - '- -1 --.'..�-- / / -11' �' , ,", ----, � ; � I I , :' ' \ - \ ; , -� , / / I I I I , , J�j % , � , I � - I � �/jl , � � \ � "! - I '- " , ",/ // ��'�--' -1 - �- // I �' I � 11 , , % , f 14, - �.' " ,,,- � I I � -, " ---, - - � I , I I I I � I , , �" , I " I / � � � ----- -�. , - I - 5 � - , 1, � - I A I 11 , , , ,; �' i I I i , , �" - -1 "I -'� '�'1,, : -!� - i " - -,� -, --- I � " � , � --) \ 1, , " I , �' ," " // / , � , '�- I I l/ , , , -1 " I f �' . -�".' I - - 1� i 1 1 � �' i I - - , I �\ � k � � , ; f�q I "I -' 11 "I , 11 11 " / --- -, � 11 I '// � . ! 1 ; i i � �' . I '\ � � ""\" "I 11 I I � 11 �' I. / , -1 I � � I I "I I I 'I,' ', "I , "I .,- - " 11 / -�--,-",-�-�---::--",-"-7--�-- \, 'I, " � I -11 " -�--� � I -, -- I / I I �� N, � � L � . I : , "I I "I I 11 -, I I - - - I ' 1� / / i ; ) ! / I � I � � � "I I I� �' ,'" I --- - - I I � 11 --- '/ " ) i I I I � � 1 5 1 1 1 , "I , , -7�� -- " / � I ! � t i ! 1; / 1� 11 \ " \ I �' I I � i I I I ; I " /" , 1� . , � I � -� - -, t \ I- � --�'-�' I ; , 1 1 � \'- I I I \� � � - / / / I f, I // I I , I\al � I i ... . "" - --�X-' , / / /-' �--' :7--�" 1 , -- : '� , 11 I / � I � x,I � " � " -" -L", �' � '% ,"\' I - --- - ,I- ,- - I I � � ! , � - I'll I I I �' I � / ; � � - ' I �' , '�' � ,,,, �' " - ' - , � - -, " � I -1-- - � 11 �'- '� -� . / �-� � I I\ I , i�' , , /,,� I . , m � I i / ' - " '� "', 11 � ��' "" �"//' " / -� "� - V �� -� - .-- , - � -, // I I � I � I " , \ � , I � I � ��f / / � I Z' , , I ILU � � I � - �, , 11-11 '�-' �' 1,. 11 I ' � I I I" /, �/ I - " �� . - -- -- 11 f I \ , ,,, \ . \ I I I - I / /, I I 1� I . I" I I I " I I ��' 11 � , ,-:-., '- -,---- - ---- �I � �� "�' f ,,, '/ "I � I 1 � \ ,----N, I I � , I % I . � - I . -/ � - - I � I I /, I I I " I -�� " ,:� I -�'11 �, , -1 "- 11 I 11 --�' i , '' I I I \ I I I L I ,- �'/ , / I Z ? ' . , " , � �I,,,, / /'/"� - � \ \ - 11 -- , , - 1 � 1� -1 I I I � I / I \�\""\" �- �� , - / " ' I 9 , � , , '�' �/ \ -'��\ , - I � ' '/ - �' " I , I I I "I 11 N % - - - . -- I I . I " /� " / " � --- � -- / � , " � � I � � 11 I I I I�-- ----- ' - I - / �' I J I I I ' , k " �.r ^� , / ,' " I " / I � � I I- ) I I I I � \ � � � I I I " � .'-� I'' '� , �1� t � r I ll� � "' � 14 -j . I --� � - - , I :1 / \ 1 I ; I � � \\ "�' , \ , I : 'I � I I , I � / , "I I - '�'- -" "" , I I !, , I - �. I � I � I / / " I , 11 ,l I ,l /' / I � I"I lll�1� ,- I / '�.......� I )l . / 1 \ \' V � I I I / ' ' i @ A �� V` Z ll�' '"- \ i, �� / ; / �----\ / \ Z il Lk :'' I � I . " �� - I" i'�;� , L' . I - � 1, I ; I ,I, / �l 11 1� I I � \ I �'% - - 11--1 ,I- " - 1" 1 41 . ,-- - � , I � I I I� I , f � � I I " I '/ I � � i j � -- , -- '. - ------ - , , /I g I f � I I ---."""'�' ; � 4' ) ,' \ I ''i I I� I � L I � I K I , I 1� /I -I' , I \ I / I ----. - - - � '\ !I , 1 i / I - I � � ; I I � I , , � , , , '�'\ \ I / " I I e� - &/ " " � ---1 �' ,-- / - % . . , � I I- �-" , � I I " , , , ----------�:�:�- 11 --- --- I I , , � , I I � � � / , , I I � I �1-1� ' \ ��""� '� :-,- --::�---�-- / / ' � I I 1.Ila I -1- 0. , /" � I '/ �� " ,1 � ' � , i ; - I � --:-� - ---� . I------- - -- - �,-11 / \') f '! I i , - FN , , '-� \ � // I I � � , � z / �/ I " � � -- I � I I \I---,- � I 11 I � 11 lr �:� � - I - . . 11 I I I , I - . \ � I � I , I � � I I I .. ' I /I , I � / , .z -,-. -1- - "I I / I � I . � I I I I / I " . I I 1� I I , I I I I � -- I /�N I \ \\ I � I I I I I I � I I I�/ � I�/' I / / / " ,I '--�' - I i ', I I I ; I : � , I i I . I I .� I I I I I I I I � I / / , I I j i 1\ I I "- /* � I I I -�'�� / I,,, / \ I I"I ) 11 / � ' -, , ' .iI? -'�- � I . I I . 0 � , , I , , ' , I I I I : I I I I I , I / "I, , " I f i � � ( � , , , lllli�- I � \ I ; . � - I / .� I , , '�' ) ,1, � \ i f s ( ' -- - - ' , ' I 0 k-"--'---�-�) / - , - -- - - - - I , & - �/" � �" / '_1 � I , ,��X,----"�' / I -� ' I / / / '�/ / ) 'L�� - \\\ . I / �-'�'/ / � I� I -1 I I , 11 , I I '--� "f " � I �l ,-- ( I - � .'.� �' \\\\\ / I of 'I ll� I 1� I � I � ; � I � I I � 11 �'��' ' ' I I 1 1 \ -, � I \ I --) c ' x , I : #:, 1, I , �N �' I � �l I / '�' / � j �� / � \ -� "14� . � 6CA / 1% � I I I Y' ' I �' , � I I I \11, \ � I � '/ I I I I �' � I I I "I I 1, I I I I I, " '-� I � ' i " , ! I- ---, -Z � -- '-� * � ) j \\ 1\ � � I ; : I I I : , I I ! . 1 I I � � I /I , � -, -� -,-,- I I I - N I I � t' � /I -11 V, I/ I - \ � f-I �'" '� - � "j � � \\ ' � I , I � � I �I I I ''I � , / / I " / /I "I , -� I. 1 i �� " �', - -'�\ / i