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6356 SUBDIVISION BOUNDARY 12 "A.c _, If WTTEk I GENERAL NOTES'. WORK TO BE DONE: 1 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE / APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO 59 GO 4# (,6 ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS ll /Z 13 14 15 ' 58 G 1 PURPOSES. 45 AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION Me l7 8 "PV.G , 62 STREETS AND STANDARD REFERENCE DRAWINGS. SEWf P'Q 2. FINAL � PPROVAL OF THESE GRADING PLANS ISSUBJECT TO • G3 8'PYC 67 �P�� FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT SEWER I SEWER ' PLANS WHEREAPPLICABLE. FINAL CURB GRADE ELEVATIONS DESCRIPTION LEGEND 10'AC 64 ilalaAticr MAY REQUIRE CHANGES IN THESE PLANS. � � � -- -� WATER 48 Q LG)cdr/ m 3. IMPORT MATER /AL SHALL BE OBTAINED FROM A LEGAL CUT BANK (SLOPE AS NOTED) /0 ♦ 6 \� 2 .x SITE. 350 10"A C SG �� 12"A.0 Z) AZ 4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT FILL BANK (SLOPE AS NOTED) - ��._���\` , 23 WATER 1 57 55 �� WATER O PERM /TFROMTHEDIRECTOROF TRANSPORTATIONWILLBE --- 22 8'A.C� ° I REQUIRED FOR ANY WORK IN THE COUNTY RIGHT-OF-WAY. PROPERTY BOUNDARY Z 9 ``� SEWER W B I SEWEQ 50 2 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN 8 P.I1.C. LOT LINE 8'4 C SEWER 0 ACCORDANCE WfTH SAN 0 /EGO COUNTY SPECIFICATIONS. I 102 3 1 54 WATE 4 ; 1 70 t j 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOT NUMBER AND PAD ELEVATION' �L� m W4 TER t, , 1 5 ` 3 �� LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. 8 1004 % NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE FINISH GRADE CONTOURS - 150 Z 2 1 53 ' 48 WATER SEWER Q FINISHED GRADE ELEVATION 350.5 8'oYL 25 /q FOLLOWINGAGENCIEE 7/ PACI�IC TELEPHONE ECTRIC :232-4252 0595 52 EXT. 7569 � OIfQs� EXISTING GROUND CONTOUR - - 25 0 - ew^w&") 4W SEWS � 7 5EWER 1 ?0 , s/ I LEGEND 70 Awk" SEWER: tCARDIFF SANITATION DISTRICT 565 -5F57 0 e1 1 ' 47 / - INDICATES SHEET NUMBER VI ItVi WATER: OLIVENHAIN COUNTY WATER DISTRICT 753 -6466 m CURB INLET TYPE "B" _ \ 26 �� O ������� -- INDICATES STREET NAME SIGN .waca 7. A SOILS REPORT MAY BE REQUIRED PRIOR TO THE CURB INLET TYPE "C" ___= to (a r I 72 - ISSUANCE OF A BUILDING PERMIT. STORM DRAIN CLEANOUT TYPE "A" __ __ ♦ 4G �. INDICATES FIRE HYDRANT _ I COMM NOTE ' 8. APPROVAL Of THESE PLANS BY THE DIRECTOR OF TRANS - 27 - -- PORTATION DOES NOT AUTHORIZE ANY WORK OR GRADING HEADWALL TYPE "B" 4/ 42 43 ,, 45 73 SEWER - - - INOICATES STREET LIGHT(DF.10ibBY2CIIAD 1. EMERGENCY EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT TO BE PERFORMED UNTIL THE PROPERTY OWNERSPERMIS• OF SUMP VisOM - A ONiTEJA' ia,1919) SATISFACTORY TO THE COUNTY DEPARTMENT OF TRANSPORTATION IN SION HAS BEEN OBTAINED AND A VALID GRADING PERMIT RIP -RAP 40 10'A.C. / +- INDICATES DRAINAGE FLOW THE EVENT THE SITE IS EXPOSED TO EROSION DURING THE PERIOD HAS BEEN ISSUED. I 28 BETWEEN NOVEMBER 1 TO APRIL 15. EROSION CONTROL MEASURES B PYC 1 C. 18 -pVc. ♦ WATER SHALL INCLUDE BUT NOT BE LIMITED T0, SLOPE PROTECTION, INSTAL- 9. THE DIRECTOR OF TRANSPORTATIONSAPPRO VAL OF THESE STORM DRAIN 10 "A C �` SEWER 4 8'P.V,C, INDICATES SUBDIVISION BOUNDARY PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL 4 SEWER WATER 29 ' , SEWER LATION OF JUTE MATTING OR APPROVED EQUIVALENT, DESILTING BASINS, \ 74 __ SILT CONTROL SAND BAGGING AND STORM DRAINS. APPROVAL Of ANY AREA COVERED FOR STRUCTURES TO B£ DOUBLE 80X CULVERT INDICATES PROPOSED WATER MAIN ENERGY DISSIPATORS \ � - -- PLACED ON THE AREA COVERED BY THESE PLANS. NO \ 39 8'A.C. % ��\ , - __INDICATES PROPOSED SEWER MAIN 2. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PRE- BOX CULVERT WINGWALL \ - T 30 WATER WAIVER OF THE GRADING ORDINANCE REQUIREMENTS E % VENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVE- CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS 3 �� % \ 7 5 , = = =� INDICATES PROPOSED DRAINAGE WAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING MADE OR IMPLIED (SECTIONS 87.403 B 87.410). ANY SUCH HEIGHT OF SAND BAGS H "1.0' 38 EROSION. OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF LIVER. SANDBAGS EROSION PREVEWTION C ^.J0007C�7 1` 37 STRUCTURES OF THE COUNTY DEPARTMENT OF TRANSPORTATION THAT WILL ALLOW WATER 10. ALL OPERATIONS CONDUCTED ON THE • PREMISES, CONCRETE DRAINAGE DITCH 2 3/ 3G TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION. INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR- / 1 % TORE OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, y Allow Allow �=New / O 76 ` , 3. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM CONSTRUCTION EOUIPMENT AND ANY OTHER ASSOCIATED DRAINAGE SWALE 8"P.V.C. I 4 INDEX KEY MAP FLOWING OVER THE CRESTS OF SLOPES. GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD SEWER „ B'P.V.C. L ONE J K F2_ BETWEEN 7 :00 a.m. AND 6:00 p.m. EACH DAY, MONDAY 4q, •+� I - SEWER 4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING -+ SCALE 1" 2OOr NOVEMBER 1, ALL CUTS AND FILL SLOPES SHALL BE STABILIZED WITH A OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON WATER 10'A0 SUBDIVISION HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY SUNDA YS OR HOL IDA YS. �ry ' WATER �� DEPARTMENT OF TRANSPORTATION. BETWEEN NOVEMBER 1 AND APRIL 15, BOUNDARY APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY 11. ALL. MAJOR SLOPES SHALL BE ROUNDED INTO 'EXISTING 33 TERRAIN TO PRODUCE A CNTOURED TRANSITION FROM S�eD I 32 35 34 MENTNSLOPESEXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANK- CUT OR Fl L FACES TO NATURAL GROUND AND ABUTTING O/� d D ' 1 P, CUT OR FILL SURFACES. 8'V.C. 5. AN IRRIGATION SYSTEM TO BE INSTALLED NOT LATER THAN MAY 15 FOL- 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH e0 �NogR y SEWER LOWING THE PLANTING Of THE SLOPES. IN THE GRADING ORDINANCE AND4VOTWITHSTAND /NG THE i 6, SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS 52' 56' COUNTY DEPARTMENT OF TRANSPORTATION IN UNPAVED STREET WITH RESPONSIBLE FOR THE PREVENTION DAMAGE TO THE ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON 26' 1 26' P8' 1 281 GRADIENTS IN EXCESS OF 2% MOON OR IN OTHER GRADED OR EX- LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER CAVATED AREAS AS REQUIRED BY THE OOUNTY DEPARTMENT OF TRANS- ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC 10' 10' 10' 10' PORTATION. THE LOCATION AND DETAILS ON THE SAND BAGS SHALL TION OF ANY SEWAGE DISPOSAL SYSTfAF'OR ANY OTHER 8 .0' 1 .0 14' 14' 3.0' 1 .0' 8.0' _8.0' .0' 1 3.0' 1.0' 8.0' BE SHOWN ON THE PLANS. PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND 2 In FINISHED STREET _SURFACE I i 2.OX �_ in FINISH STREET SURFACE I 1 PROTECTING SUCH PROPERTY FROM SETTLING. CRACKING, 2.Ox _ __ 0.5 0.5 2• 7. CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEM SHALL EROSION, SI L TING, SCOUR OR OTHER DAMAGE WHICNM /GHT o- -� " " -- -- o ► r �-- BE INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT ,.., RfSUL T FROM THE GRADING DESCRIBED ON THIS PLAN. THE OF TRANSPORTATION. COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR 1.0 1.0' CORRECTION OF NON-DEDICATED IMPROVEMENTS WHICH 3.0' 1;1 LIMITS OF STREET,CORE 3.0' 1:1 LIMITS OF STREET CORE 8. AT OR NEAR EVERY POINT WHERE CONCENTRATED FLOW LEAVES THE DAMAGE ADJACENT PROPERTY. LEGAL DESCRIPTION TYPICAL 52' STREET CORE SE TYPICAL 56' STREET CORE SECTION BE TO BE REMOVE " S FROM 13. SLOPE RATIOS: ALL THAT PORTION OF LOT 17 OF THE SUBDIVISION OF RANCHO (NO SCALE) (NO SCALE) AND RELEASE THE WATER AT A NON - EROSIVE VELOCITY. CUT - 1'S, 1 FOR MINOR SLOPES 2.1 FOR MAJOR SLOPES LAS ENCINITAS, ACCORDING TO MAP THEREOF NO. 848, FILED CAMINITO GRACIELA RANCHO ENCINITAS DRIVE IN THE OFFICE OF THE COURTY RECORDER OF SAN DIEGO COUNTY, CAMINITO RICARDO CAUIINO DEL RANCHO STA. 14 +79.29 to STA. 16 +06.47 9. THE DEVELOPER TO MAINTAIN THE PLANTINGS AND EROSION CONTROL FILL - 2:1 Slopes Deviating From The Above Will Require CAMINITO CAROLINA MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE COUNTY Approval Of The Director Of Transportation Alter JUNE 27, 1898 AND THAT PORTION OF LOT P IN SECTION 8, NOTE: TRANSITION SECTION ON .CAMINO MLM040`&Z'STRFVi DEPARTMENT OF TRANSPORTATION. THE DEVELOPER TO REMOVE ALL Review OfAReport From A Soils Engineer. CAMINITO (AURA j TOWNSHIP 13 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, TUT 56' STREET FROM STA, 13 +41.44 to STA. 14 +79.19 SOIL INTERCEPTED BY THE SAND BAGS, CATCH BASINS AND DESILTING EXCA VA TION. 430,000 C.Y. FILL: 430,000 C. Y. IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. SEE PLAN BASINS ANO KEEP THESE FACILITIES CLEAN AND FREE Of SILT AND OWNER /PERMITTEE 30' 0' 60' SAND AS DIRECTED BY THE COUNTY DEPARTMENT OF TRANSPORTATION. WASTE /IMPORT: $ C. Y. A Separate Permit Must 10' 30' 30' THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY Be ObtainWaste Or Import Area. JOHN R. BENSON FARMS (A CALIFORNIA CORPORATION) g,p' 1.0' 18' 9' S' 10' 0' EX1S ROA THE COUNTY DEPARTMENT OF TRANSPORATION. SPECIAL CONDITION If ANY ARCHAEOLOGICAL RESOURCES ARE P.O. BOX 239 ' DISCOVERED ON THE SI►f OF THIS GRADING DURING GRADING BRAWLEY, CALIFORNIA 92227 �2.OX v+ FINISHED_ STREET SURFACE 2x { 8 18 4 10. THE EROSION AND SEDIMENTATION CONTROLS AS RECOMMENDED IN THE OPERATIONS, SUCH OPERA TIONSWILL CEASE IMMEDIATELY, AND I I - TELEPHONE: (714) 344 -4591 J `� o_- �' - - -- ! 2.0 %�_ ,n �i FINISHED STREET SURFAC_ i "EROSION AND SEDIMENTATION CONTROL RECOMMENDATIONS" SHALL BE THE PERMITTEE WILL NOTIFY THE DIRECTOR OF TRANSPORTATION J 1 S.J 4 J J - ti J 1 - - _ - ADHERED TO IN ADDITION TO THE GRADING ORDIN FOR SAN DIEGO o f THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN SITE ADDRESS 1 ° , ��, COUNTY. (EIR) AUTHORITY FROM THEDIRECTOROF TRANSPORTATION TO DO SO. ENCINITAS, NORTH AND WEST OF LONE JACK ROAD 3.0' 1:1 LIMITS OF STREET CORE 1.0' 3.0' 1;1 LIMITS OF STREET CORE TYPICAL 60' STREET CORE SECTION I4.A.C.P. STORNDRAIN CURVATURE SHALL BE ACCOMPLISHED ZONE E -1 (NO SCALE) TYPICAL 60 ' STREET CORE SECTION RECOMMENDED X.) FACTORY ELBOWS WHERE EIXMCEEDEDTURER'S CANAINO DEL RANCNOSTA. 0 +00 to STA. 2 +20 (NO SCALE) SOILS REPORT LONE JACK ROAD STA. 31 +50.00 to STA. 37 +62.09 CAMINO DEL RAWIHO - STA. 2 +20.00 to STA. 13 +41.44 WE HAVE REVIEWED THESE GRADING PLANS AND FIND THAT THEY COMPLY LONE, -TACK RCY+D STA. 23 +00.78 to STA. 31 +50.00 WITH THE RECOMMENDATIONS AS SPECIFIED IN OUR SOILS REPORT,DATED LONE JACK RCJ><D STA. 37 +62.09 to STA. 43 +11.75 A MAYS, 1918,AND THE ADDITIONAL SOIL STUDIES REPORT,DATED DECEMBER 60 , ► 12, 19 FOR THIS SUBDIVISION, SOILS RrRT BY: WOODWARD -CLYDE CONSULTANTS 30' 30' C/1 }I W 8.0' 1 0 let 3.0 d .0' A ES E. I LI R.E. 553 k DA E: / ' 2.OX�_ u f , _d FINISHED STREET SURFACE_ 0 5 , I __ 2,0x= Contractor agrees that he shall assume sole and complete responsibility for job 1.0 PRIVATE CONTRACT site conditions during the course of construction of this Project, including safety of all 3.0' 1;1 LIMITS OF STREET CORE persons and property; that this requirement shall apply continuously and not be lim- PERMITS COUNTY OF SAN DIEGO 115 05 iced to normal working hour:; and that the Contractor shall defatd, inderutifY TYPICAL 60' STREET CORE SECT ION DEPARTMENT OF TRANSPORTATION EME ETE 'Y hold the Owner and the Engineer harnde ss from any and all liability, real or alleged. Q (NO SCALE) REZONE ►ER%tltT NO. o k�� im conusectipn wide the performustce d m wort this Project, excepting for liability tiRADING P LANS FOR: arising from the ode negligence of the Owner or the Engineer. r. STA. 11+00 TO STA. 13 +41.44 SPECIAL USE PERMIT NO. - V I LorlE, 3cr�c 2QprD STA. 248415.34 TO STA. 262 +99.92 3494 12/8/76 C O U N'T Y OF SAN DIEGO : • TENTATIVE MAP NO._ TRACT 3 4 7 at VARIES WITH STREET WIDTH 8' W COLJIVTY APPROVED CHA 313 BEIVGH MARK 4z.340 W kkl., ' ?') 1 �t�� CALIFORAIACOORDINATEINDEx 322, 326-1701 y�•'' ' 12.15 -78 O r/. W. Y SOILS REPORT REFERENCE S" 1" �I 1 2% A 2% I , N�. Dssenstrslr �~ Oste oESCRIPTION OC -0073 CHIS SQ TOP HOWL MRKD WITH STEEL FN PST Ayyrow0 RA M..r".rr E „rn of work . , ( SANDBAGS �- q rr� ' •71I O W AOSTE (/P LaP/G/NAL L H. SHOWN ON PLANS �• ?.7 �/qy NDBAGS ,e U��.T .'j /r/r.�c � 7��'y / DIRECTOR Of TNANS/ONTATION ' I• T E. 9647 c n n , o arc v ,m , 1 1 \ ^. N. CS ► ' � �' y LOCATION SW CDR INT EL CAMINO DEL NORTE 8 RHO SANTA FE RD 1 u.lrwro n ,curia a RUCIIEKco '�• W MMMING LNGIMLLLINC AIICMITLCrULL - - � rlrcurn /�- x NCK51�w+to TYPICAL SANDBAG DETAIL _ STREET coRE RECOROfRO H O19U4 76 OF SANOOIEGO EL CAMSNO. D NORTE CA - D - - _ v�. '11 No � -.8683 LONVER _.._ LEFT FILE em, RCE 9647 A I - - -' r ,(Orr U, I 1U" r14,T I,) W ' " "` SECTION AA a/ 9�(97e E F. COOK 8 ASSOCIATES, LTD. SB 28.04- 113.77 /o - 79 ,aorr camp - _ -.. -- -- - - Z' ELEVATION DATUM p,,, SrSll "t AIIIAM IM' /( )L Tk NL )AN UIE1Ir I.Al1f�NINIA W11 ll :r,.yhxv ll,�J /'1 _ PREPARATION AND REVISION LOG NO SCALE NO SCALE JI[l W � - FILE N0. - S i / o SHEET 31 2 0 (SEE SH MATCH LINE / ANN, ObZ x k 90 q x � .: r, ..— 7 x OZ — o m - �� ti LL GRADED RAMP I _i QlZ SCALE I' = 50 NO PAVING w CHAIN LINK FENCE >i J � \ ��, 0 - - - -� SO 23 0 SO t00 ® TO BE RELOCATED ° ` J DErAIL A CA � - 6� SCALE IN FEET " " i fi - 2 lei I i -- ',rx� 38 CP O VI / 160 � V im — Z � � q - — — I 1 � X LA 1 _ 4z �; �� �_� � ��� \ v OBI , +'ti � a' �� zs I El 3 �- J 1 33 FOR DETAILS SEE T.M. 3494 -1 SHEET IS) - r- i N I 1Q' TYPE "B -1" CURB INLET I f / P ��t �� CURB INLET �' — I V I DA S � D7 -. - EXISTING .C.P I TYPE "A -4" LE ROUT - 1--- -F „ (M 7 _ — - - C.M.P. r� ti. _ N STRUCTUR / / �' / C \ o ��" POR ION OF ►AIkOD�d H �— E%16TI u" wAret� SPECIAL ENERGY DISSIPATIO E I � ti aR„ X1STI TO MO LED PE 'B' INLET VACATE m ° (EE EET FOR DETAILS) - � q ( I _ 12' DRAINAGE •EASEMENT F41t •DUD RECD - , - - - - - - - - _ CU L TU F SLO KS M - 02-E30 1980• FILE /PAGE NO. - O 10 RE -GRADE EXISTINGDRIVEWA " c ! BOOK 80 , ,OFFICIAL RECORDS j PAVE RE- GRADED PORTION 12' - / - CgMINpMLRAW.NoIS A COUNTY MAINTAINED WIDE WITH 3 "ASPHALT CON / / r ROAD. RIGHT OF WAY WIDTH OF 40' Is PRIVATE CONTRACT ON COMPACTED NATIVE SOIL - A L w w ASSUMED. ONLY PORTIONS OF C�AiNO DF1 / 4 In / m j �c ARE KNOWN TO HAVE EASEMENTS OF /' <v " RECORD DEDICATED TO THE PUBLIC FOR COUNTY OF SAN DIEGO 5f ' SHEETS : t ROAD MY PURPOSES. OEPANTWNT OF TRANWRTATION N' SEE LETTER OF PERMtY,ION TV B.RADE ?? O H ,n 6Y' 5TANL.EY R. Q ",MA L KWUb L . H j � � r t W �o �o �, � � Z � I2 DRAINAGE EASEMENT PER DEED RECORDED � •" GRADING PLANS FOR: DATE: NOV. E ! �.6 // �/� '� cw v ° - 3- Re - 80 1980• FI LE PAGE NO• 0 ±72.578. Z X79 x �Q r te; Z� SAN DIEGO a W BOOK l9 80 �OFFIC OF FICIAL RECORDS COUNTY O F J - aJ — - — — — - - -- ,,,RS k Q u a ` y � y 2� I o. �[ �[ y ,. �.�,.,.. _ TRACT 3494 - O I) �_) W M 4! w °O c II - - Jbl ADDED SPF�1l�L ENSeCTY DISSIPk1b ` �+ N u t 0 �._ l� oe > LL �Y 14PPROVED CI"iA BENCH MARK - — -- - — VJM L •� 4 W Z < �t / ox r �_ Q�+ v m W p � 1N � CALIFORNIA COOR[NNATE INDEX 322, 326 -1701 = 1 0-43- 1 5 -- __ -- -- - -- - �� c� o W �, o f W u+ ��J DEUMmON OC-0073 CHIS SQ TOP HOWL MRKD WITH STEEL FN PST A...a.s �� w.�«, ,. «y , W I IIU L a Oc a=.a W .� (, /- ® PORTION OF 1M1G LNl.RI�WGID p+� —. l / /G /� DIRECTOR OF TRANSPORTATION r � i ! _ 7 RLD 161�IAL � " I � I►� u v W W N ° y �4�3 �� v� s W o W TO BE VACATED TO BE GRADED a ` R c E 9647 i o•« ......Y,– "•'Yf,r1'^ - - - - F'•• 0 t- V W AS 5HOWN. ADD IO . 1YPE'e -1" INLCT LOCATION SW COR INT EL CAMINO DEL NORTE & RHO SANTA FE RD I ll' 1WMIr1 �, X. f AgAFIDM DE TAILS M MA R 5 +1 d O E ANNING 4:NGINF..t:NINI, — AN(:III7tTTUNF. - - �, , *•�w,• RCE 9647 ���IFS w / � I S, R OF PERM15610N To eAM j �c, d '"�= ALONG LowrosacX_WmAD. 23 FT W RHO SANTA FE 8 60 FT S EL CAMINO DEL NORTE C/L C Q' iff C W (r1 YD .IJrt L1 // � I (a"[s rqF rF" W Q ' MES R. JR. �• SUSAN D . H r ���/ COOK 8 �►SSOCIATES LTD. se 28.04- 113.77 / p LUS" LEI' NAND N 1 S ,p /t T / AECOAO FIIOM. COUNTY OF SAN OIFfO � a �7p wa" cowl . ,,,,, -y .aW (I.w 7 Y Od Z G�4«7 6 , I ELEVATION DATUM pp � -- - -- � 119.476 U.S.C.3 G.S. ,.» .F „« N IM, v1 „" ., «,. «F. �,, . ,....,,F.,,,., ., PREPARATION AND REVISION LOG o. ar H FILE N0. 1 I i SUBDIVISION BOUNDARY \ 77 / �n 15 � - \ — - 12 so )'V INS - / , — i - - \ r , \ - rqc AN s ` -- S 10 DRI } X % O Or - 200 m H - I /' , / / I ' 52' 190 . / �� - Z 24" C.M.P._— i / / L +♦ \ 1 50 25 5 \ _h O �, 0 0 100 — — _ v / / SC Z 290 E IN � AL FEET 100 ZZ i Q - V 4. 3 �I 1 INLET = ' 'V 10' TYPE B- b2 / .�_ I 1 0 FOR STORM DRAIN �' / �� �; �. DETAILS SEE SHEET 7 ) "" � z =I' 5, �A�6 �{ 'ry Tl W W r w AZ LAJ i 0 i i I // Ix Z W - ` - e - \. i 6 I o _. - /� 53 - _ /j i / , m COD Y .,� - _ _ -- - - - - -- —� , r PR CONTRACT - - -� - - i b , 3 i� COUNTY OF Z SAN DIEGO _! \ �- � OE ►ARTMENT OF TRANSPORTATION -- -- - - � GRADING PLANS FOR. A O� �-- COUNTY OF AN _ - - DIEG - - - \ \ of or oouvry A►�ovEO c�+,on�oES TRACT 3494 2 /5 -79 {y ADDED EARTCOYCRETE O / TCs1ES — - — — - -- — \� 9EIVCH — - M _ ARK . Wu L ,�.�.+� S �r.rc+oacS\ _ _ \ \' -�� MoMbt Dow CALIFORNIA COORDINATE INDEX 22, 326 -1701 D 3 - - - -- \- ESCRIPTIO _ 4*-zhs 2Lp OR \G� 1J.ai- — —� - \ \__ —'�\ �BJ �B!/ /.0 7` 7/-W/J`0 N OC 0073 CHIS SQ TOP HD * MRIm WIT STEE FN Q M. A/ - � - c - °`k ° "� `_\_ -(SEE SHEET 2) �`' \ MO•oeed R J MNrwan F rplr,eer ww n. 9f S U'I /aei lal a x[fn(«C(0 __ '� \ 1 , � TAANS►N RCC 9647 :`iL �__ ��_�` 4 ---� �� \ \\ - - o E F LAN C.00K 8 gFkSSOCIAT ESIINL,TU. „ e «,:,. a,« _ -- -- — L 23 A FT N RHOCSANTA DIRECTOR OF OHT4 TIO FE`3 L INO OEL C R M INO D C /L SB 28.04- 113.7T /G'l9' 78 ale ar' wo _ - '\ ` - _ \ �- won ca=n — y� - \ ,IU,« PREPARATION AND REVISION LOG EL EVATION qCE RECORD OF UN OIFf,A � LE noN 119.476 DATUM U.S.C.A G / G,od,ng pwm.t No � Dale -- FILE N0. I � I \ , I \ (SEE SHEET - —� — -- \ 43 30 SO 25 0 30 100 SCALE IN FEET I / / CPO 4 6% ` \ � \ �--• �� � i �� � ti Asti 4 - JAW- \\ 9 IV - bs r _ _ e� // r - C „ E I - - -- TYPE R G Q A / 12' -CURB IN YPE .1c-lit 9 7 7 10 CURB INLET - - - -- � _ - -- I / o YPE C- - -- // 0 -- - - - Y V 3 _ / A - Q• I__ SUBDIVISION o s/O - 5' CURB INLET lb I 1 -- �. �� ( — - No 0 10' tP CUR W� FP �i - � � TYP �FCo �' 7111 AV )t- of 4y1 tf '� c'yot J '� t \ po Pe t o C Y I ti� i F , F -- 1 A �Q� 'r , O y Q • �'" r / / y � 0 o G �I� F' Io t1yF0 Q `� e at , / PRIVATE CONTRACT m 12' DRAINAGE EASEMENT PER DEED RECORQED C `oP ° � � �, q�A l ^/ COUNTY OF SAN DIEGO 1 S H 6 -05-80 1980• FILE PAGE NO. 3 r o k I 150-16155Z K 9Bo 4 0, d s ' m \ c� i / / % / y / u DEPARTMENT OF TRANSPORTATION SMEETS Q OFFICIAL RECOIC 1 DS \ l r &0' q I ' \ / GRADING PLANS FOR: � i COUNTY OF SAN DIEGO a 5' CURB IN COUNTY TRACT 349A = 11-62.78 WM[ ODE SPOJAL EAl S'D /SVV�jL�p 4 9" �'� TYPE 'C' (, o . 10 - 7A 78 U/F'IL -- - - - - -- II' 10 \ J ! / �Y A EIEIVCH MARK CALIFORNIA COORDIN4TE INOE% 322 326 -1701 = I I I AZL LTD a ASS F. C OW i �. DFt/IIMM ANIwN Mr 7 / 74 .ICL eomwY P"A/ cosc C Apaw..s /L - l / / DESCRIPTION CHIS SQ TOP HDIL NRKD WITH STEEL FN PST e E 119. DIRECT O TRANS « m.. Iu j 4 /I+ 7a RLD ORIG INAL ALL / / / /�J � r 9� 7 /may /� DIRECTOR OF TRANS►ORTATION /7 7 1 (.0M r arl u9 Rvnu MT1 9 M - -- u \� / LOCATION SW COR INT EL CANING DEL NDRTE 3 RHO SANTA FE RD 1., p`/ R Br .c E 9641 19]5 RMROYIU b _ -- RI .I .IMIIIIM _ M.I I�«I :N «. II RI RIIO 2 U •"— - NCC�9647 r« M I « In �� ;I % NE 0110 FAO HD � U dWlq Z R ircR .ial . »9VRIU SANTA FE 860 FT 5 EL CARING DEL NQRTE CA — _ 86 _ PLANNING ENGINEEaI NG - -- ARCHITECTURE _ -- r E. OOK ASSOCIATES, LTD °" 14a /9 78 " "« ' " / l < / /og�� ..9,1911 No _ L $13 Q � rr�R« 1�« � � " 119 476 nc SAN DIFCa U.S.C.B G.S. J SB 28 O PREPARATION AND REVISION LOG / ELEVATION oI►twl. N S9w ri wtrwM Illrvl fUIT! dMl awY lMrll 1 wW11YIU Will reYp.w. V W tP1 lVl FILE N0. % Ste SH 1 C:> i A (SEE SHEET �. FOR STORM �DRA1 ON ET -9 I �S� St ti'2 B/ 'SEE SHEET S 1 i - , � /- � � l� a' ' � ' / ;, -- - / 222 !I �, � N• 'J � � -; � l � ,, _ o I _ PE 6 o , �, = -i 'fir �� ! p 0. 3 CA Qec r 1 � r - V 1 0 0 v� J �tZ 2 230 - - of 1 1 I r I 4 � F A - 'l I � N � r ;1 \ o X65 C I r r 1 I O \ \ - -- lz , ov VT , � \�► I m o . _ 1 1 , \ / � � _ - S "Y , i /I z �- SHE i ,l r 1 I It - --^� DS O ' I ►' wh - - � 24 1 +p9Z J FF EET 31 l ' (SEE SN so za o so wo ?/ �; r�!/ I j f SCALE IN FEET pAiVATE CONTRACT COUNTY OF SAN DIEGO 1 N •� DE PARTMENT Of TRANSPORTATION SHEETS. N - - - GRADING MANS FOR: Q _ COUNTY OF SAN DIEGO Q oounrrY ovEO cHAnGs { TRACT 3494 - ` `` N•.' oae A�ww/ M •wI 6ENG� _ WE MARK - P a5C•prlr ' 4 � � -_ ' - -- CA r -" "'" �S � /e � ���pN UF011NIA COORDINATE INDEX 322 .326 -1701 AI1alrcocrullE r.,.r, ...r - 1 0 A' r. 1 . , W T OIREC o 1011 .1 T � E mNr o1 wo 'IMP E. F p. �'.(.I 9647 ui ,. tie / OO OI� 8 ASSOCIATES, IT _ . ., /B IOCATI� IITA wu Aa.•r w , MYO TION /1 �� SB 28.04 - 113.77 7 / / (� w -� : By CCJ ` RCE for rt acct wlv[ Suitt aw sw� - awu uu.uwY, vzui r.y.., ., na +azi wml PREPARATION AND REVI ION LOG MC MFwoN: v ale h? , ELEVATION: ' TW: y A �Aj effeemo FILE N0. 160 1` 159.67 13544 SO SA N)0, f _ —150 EXISTING PIAP KALE IN FEET TO BE CL ` AND EXT NOEO "7t-- 2E —� C •R _,_ mac_ SRO C -_ 1 - - 1 ,00 I IB6 V 'r _ U RDIVISI pH 0 I BOU NDARY C or -- R OA D� W R S ` , ti SsaQa 130.9 � i _SUBD�V�$ P, \_ - -- (FOR STORM DRAIN DETAILS P. P. — t1 Q SEE SHEET 9) - i 'TYp q* /N[Ef 1 4 - - -- - R TO \ 1 - 10' TYPE "B -1" CURB INLET AS �\ \ G EE MT TRIC CO. W =1 \ Ex15pI,- GAS 6 E26 198 - I W �, +c o DRAINAGE - 5 tea, SAM TOBER 1 I''�� TWIN 12 x 8 R.C.B. S 1 ✓ 4 Lf \ \ RECORDE 1p7048 Of O.R. � � (FOR DETAILS SEE SHEET 9) \ � DOC • � • ��� P •P • \ � ' Qo � � 8" P.V.C. SEWER � •I/ /,- , \ q (F DETAILS SEE T.M. 3494-1 SHEET 5) f '� 1 i \ \b \ >V 5' TYPE N CURB ILET A.. • / oG 1p.. --- -- 14;� o �i kv EN a DR' a — - 6 �� �.y as tj TYPE "B R > CURB INLET o� 4 - - -- — 10' Y "B- "CURB INLET / / � � — Lao A, i ' 0 1 / - 10' TYPE "C -1" CURB INLET EL�i t� I .._-190 � (FOR STORM DRAIN d.� A9 � - p -� - DETAILS SEE SHEET 9) S. ti� / / CIIZ X20 of 1 �W t -ZZO —230 •� Ci � / no TYPE "C -1" CURB INLETS M PRIVATE CONTRACT , / lQ / / (SEE SHEET 5) COUNTY OF SAN DIEGO 61 c = h DEPARTMENT OF TRANSPORTATION 5 T m I/a ? •0 ' EE E GRADING PLANS FOR: q COUNTY OF SAN DIEGO TRACT 3494 W • 1-11-78 Addy c - CCXMTY APPFUVEO C HANKMS 9EfVCH MARK + + � CALIFORNIA COORDINATE INDEX 322 326 -1101 7/Z 4V7* JDL CWMTY ft" CLICK R[VMS $ R 1N.' oERCeiPY.R Ammoom Ow e •% W%AL MA ,1.,1♦ 0. SEE HEETS), 55 `� DESCRIPTION. OC -0073 CHIS SQ TOP HOWL MRIM WITH STEEL FN PST Aowoww 1 mo�"u" wp /� el k r i .1Q 4Q'kw A,�... �' '�, `S �U� T �W 7 /t�/ /�I/ DIRECTOR OF TRANSPORTATION »R. MTE II NStl11RIe» I r D. e+ /� 3E77 (I) A iocATlo OESGI IRII E I EL CA R RD OY ron RrrRR+fR e+ E ou Tla» aE RfEERfNCE . SW CDR INT MINO DEL NORTE 8 HO SANTA FE PLANNING — ENGINEERING ARCNIT RE MIKE RGE 96 7 KTA'LS W ifE"xmEO 23 FT W RHO SANTA FE & 60 FT S EL CAMINO DEL NORTE C/L OF Ile D MEW ( ) E F COOK & A � FILE CODE C 1» IR:N E ERR" TIIF _ p y !i // o / /9 7d� cGoa" TES, LTD fB !�'- • �G -�y�78 ` eo a`ca»'i'R EIfVAT10N 119.476 OF SAN DfE60 T UM: �•S•C.i G.S. ��• ,RT �EU�. Win" l TMs-- aw� PREPARATION AND REVISION LOG oe. FILE N0. 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MmsslmommsM■E_! !! m ! + Emma ■■iiiiii ! ■n ■ ■a _ ■■io!!■a ■aalaE■ iiii■ n____no_ _ M E E io n •• - = s • • • • / . _ - _ • - , !E!■ ■!■i■■■■i !i ! ;_a i ■ ! i ■l iiii ■ ■!i ■i!i!!!liinn■iiliii ■Eisii ■E■a on ! • • iii ■ ■i ■!!E ! ■ ■ ■ i ■!!is! ■■ ii!liiiii ■iiii!!■! iM'�M'alii!!$M mom M■■s!ili , ■ i■ i! ■ii!!ii!lai!liiili!!i!!iE ! a INNER iii ■i i 1 1 s ■■miss / 1 !■■ !■i + 1 i ■■■iii i • iiii! - • , ■- - • • + • immmmmm ROME mINE10100 IN soon a ■� ■■MEN ■■ ON ■■■■■iii L ! �■ - - - r IN ■� ■ ■o� ,. on ■■ ■lasso mm 1 mom 0 00 Ram I I MI, I Y • • • , t r r , HYDROSEEDING NOTES & SPECIFICA i d N I. SCOPE OF WORK AL AT (,3)' AP C T f81 FJ r+� THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TRANS- THE OPERATOR SHALL. SPRAY t(iE AREA WITH A UNIFORM VISIBLE COAT �,' EUCA�, 1S LEfJCOItYt:QN'NOSt:A WHITE IRON BARK PLANT PER SAN DIEGO R1dIONAL STO. ON. / L -T, L -2 PORTATION TO PLANT AND STABILIZE BY HYDROSEEDING ALL SLOPE AREAS AS USING THE DARK COLOR W THE CELLULOSE FIBER OR ORGANIC AMENDMENT DESIGNATED ON THE PLANS AND DESCRIBED HEREIN. AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD MEAD SPECIFICATIONS) (Slit HIMOSEEDING NOTES AND OLIVENHAIN NATIVE INSTALL PER HYDROSEEDING DRILLING MOTION VIA A FAN STREAM NOZZLE. IT IS IMPORTANT TO FINISH 61dIDE RA TORO O AG MEAD ff SPECIFICATIONS) /102 NOTES AND SPECIFICA71ONS A. HYDROSEEDING ENSURE THA ALL OF TH9 C01PONM INTER AND MIX WITH THE SOIL. THE HYDROMULCH HAS A TENDENCY TO BUILD UP ON EACH OTHER. THERE- O LATERAL B. MAINTENANCE FORE, IT IS IMPORTANT THAT THE CONTRACTOR EMPLOY ONLY QUALIFIED II. GENERAL REQUIREMENTS PERSONNEL TO ENSURE UNIFORMITY OF THE HYDROMULCH APPLICATION. * O TEE THE HYDRDMULCMING CONTRACTOR SHALL BE SELECTED MO APPROVED BY nr O4 PLANTING GENERAL NOTES A. VERIFICATION OF DIMENSIONS THE LANDSCAPE ARCHITECT. TORO 850 -32 INSERT ELL I. ALL SLOPES 3 FT. AND HIGHER SHALL BE HYDROSEEDED AND MAINTAINED BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING LANDSCAPE CONTRACTOR (4) TIM LIMIT AND OS TORO 850 -01 POLY PIPE IH ACCOROAtiCE WITH SAN DIEGO COUNTY GRADING ORDINANCE SEC. 87.411 SHALL CAREFULLY CHECK D VERIFY ALL DIMENSIONS AND PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF THE PLANTING' HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE © ?ORD 850 -32 INSERT ELL ANY DISCREPANCIES BETWEEN THE DRAWINGS AND /OR ACTUAL SPECIFICATIONS HYDAM&CH MACHINE FOR MORE THAN TWO HOURS FOR FEAR OF DESTRUCTION 2. STREET TREES Sl1All BE PIJIMITED ALONG THE STREETS AT APPROXIMATELY AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WHERE THERE OF THE SEED. If SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO HOURS 0 THREADED ELL F fT£T CENTER TO CENTER D A FIVE FEET IN FROM THE PROPERTY ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESS- IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY FUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL FOR SAME HAS BEEN ® NIPPLE(12 ") LINE AS SHOWN ON THE GIVEN SPECIFIED SEEDMIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED E IRRIGATION AND LANDSCAPING PLAN. GIVEN BY THE LANDSCAPE ARCHITECT. WITHIN THE TWO HOURS AFTER NIXING. THE CONTRACTOR SHALL ADD 75% 3. TREES ARE TO BE PLANTED ONLY• WITHIN THE SOMISION BOUNDARY. MORE OF THE ORIGINAL SEEDMIX TO ANY SLURRY MIXTURE WHICH HAS NOT Q OR LOW SPRINKLER HEAD B. 2UALITY OF WORK BEEN APPLIED WITHIN SIX HOURS AFTER FIRST MIXING. ANY SLURRY MIX- INSTALL ALL SERIES 291 CHECK WORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED TURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING SHALL BE I N ST E(TORO) MODEL 291-02 INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS REJECTED AND DISPOSED Of OFF -SITE AT CONTRACTOR'S EXPENSE. AND PRACTICES RELATED TO THE TRADE AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN CAPABLE OF INTERPRETING THE PLANS AND SPECIFICATIONS. (5) PROTECTION C. INSPECTION Of CONDITIONS SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY SLOPE INSTALLATION LEVEL INSTALLATION THE SHALL EXAMINE RELATED WORK INCLUDING IRRIGATION AND OF THE SLURRY FROM BEING SPRAYED ONTO ANY HARDSCAPE AREAS INCLUDING GRADING SURFACES BEFORE PROCEEDING WITH ANY WORK AND INFORM LANDSCAPE CONCRETE WALKS, FENCES, WAILS, BUILDINGS, ETC. ANY SLURRY SPRAYED WHEN INSTALLING HEAD ON SLOPE BANKS ARCHITECT IN WRITING ON CONDITIONS WHICH MAY PREVENT THE PROPER ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. INSTALL AT TOP Of BANK EXECUTION OF THIS WORK, FAILURE TO REPORT UNSUITABLE CONDITIONS TO THE LANDSCAPE ARCHITECT WILL CONSTITUTE ACCEPTANCE OF PERFORMING ALL (6) HYDROMULCHING SCHEDULE WORK CAUSED BY THE UNSUITABLE CONDITIONS AS PART OF ADDITIONAL COST. TYPICAL SPRINKLER INSTALLATION DETAIL AS AN ADDED PRECAUTION, THE NYDROSEEDED SLOPE AREA SHALL BE PRE- NO SCALE 111. WEED ERADICATION PROCEDURES SOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) ;RIGA TION LEGEND` — S1 LL NOT BE REQUIRED THIS PROJECT. INCHES 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. THIS WILL CONCRETE METER BOX W/ SYMBOL DESCRIPTION INSTALLATION ASSURE THAT SUFFICIENT MOISTURE WILL BE STORED IN THE SOIL FOR FINISH GRADE EXTENSIONS AS REQUIRED IV. SOIL S AND HYDROSEEDING THE GERMINATING SEEDLINGS. O 0 RILL, HALF CIRCLE AG HEAD 7/64 40 37' 2.22 SEE DETAIL TORO 1 351 -07 - (25 A. ALL MATERIALS SHALL BE STANDARD, APPROVED AND FIRST GRADE QUALITY V. HYDROSEEDING MAIN PROCEDURES ' AND SHALL BE IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. ANY Q ONE QUARTER SHRUB HEAD - 40 30' .76 SEE DETAIL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE UNDISTURBED AND GENERAL CARE AND MAINTENANCE SHALL CONSIST OF THE PROPER WATERING, FERTILIZING O GATE VALVE ' TORO SERIES 300 304 -10 -63 MATERIALS DELIVERED TO THE SITE IN THEIR ORIGINAL UNOPENED CONDITION AND CLEAN -LIP DURING THE GERMINATION AND ESTABLISHMENT PERIOD OF GROWTH. THE , BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. MAINTENANCE PERIOD IS TO BE AT LEAST TWELVE (12) CONTINUOUS MONTHS. O : ® PVC PIPE COMBINATION ATMOSPHERIC SEE DETAIL ao n P.V.C. MALE ADAPTER ® VACUUM BREAKER AND SPRINKLER B. HYDROSEEDIN COMP AND ADDITIV A. GERMINATION STAGE IRRIGATION CONTROL VALVE. RAINSIRD ® � BRASS NIPPLE 4SV -100 (OR EQUAL) (1) 1000 LBS. /ACRE GRO- POWER, ORGANIC SOIL AMENDMENT, GRO -POWER APPROXIMATELY HOURS AFTER HYDROMULCHING THE PLANTING AREAS, THE © 3" IS AN ORGANIC FERTILIZER CONTAINING THE FOLLOWING CHEMICAL WATERING SEQUENCE SHOULD BE INITIATED. THE WATER SHOULD BE LEFT ON ® BRASS UNION GATE VALVE T (NIBCO) SEE DETAIL FORMATION: LONG ENOUGH TO MOISTEN THE SOIL THOROUGHLY TO THE DEPTH OF THE SLURRY "5 -3 -1 NPK RATING. THIS MATERIAL IS A COMPOSTED ORGANIC MULCH TAKING CARE NOT TO SUPER SATURATE OR WASH AWAY THE SLURRY AND PRODUCT WITH TRACE ELEMENTS ". SEED. FREQUENT, LIGHT IRRIGATION MUST BE PERFORMED TO ESTABLISH SEEDLING 3 „ A CHECK VALVE SERIES 291 (TORO) ON Ell 70 LOW (2) 2000 LBS. /ACRE CELLULOSE FIBER GROWTH. THE CONTRACTOR WILL HAVE TO REPAIR ALL SEED'MASHING OR EROSION AT HIS OWN EXPENSE. FURTHERMORE, IT MUST BE BROUGHT TO MIND THAT THE O ear SM asr NEWS MODEL 291 - 02 ON NIPPLE AT HEAD) HEAD OR AS REQUIRED SLURRY MULCH AND SEED MUST BE IRRIGATED FREQUENTLY TO MAINTAIN OPTIMUM ..* - swq„ s vac,row WAXEN PRESSURE P.C.C. PIPE CL 315 (3) 300 LBS. /ACRE 16 -6 -8 COMMERCIAL FERTILIZER i MOISTURE CONTENT FOR MAXIMUM GERMINATION. AT ALL TIMES THE IRRIGATION CONTROL VALVE _ SYSTEM MUST BE OBSERVED WHILE IN OPERATION. IRRIGATION SEQUENCE MUST W /MIN 18" COYER BELOW GRADE 16 -6 -8 COMMERCIAL FERTILIZER SHALL BE A COMMERCIAL GRADE BE DETERMINED BY AIR TEMPERATURE, PREVAILING WIND VELOCITY, SOIL TEXTURE, PEA GRAVEL t IpT[ j (SEE AS NOTED) PELLETED OR GRANULAR UNIFORM IN COMPOSITION, DRY AND FREE ORIENTATION AND OTHER LOGISTICAL PROBLEMS. IT IS IMPERATIVE THAT THE 3" DEED r.,csu acrwu Icb TI r FLOWING AND LABELLED WITH SPECIFIED NPK RATING OF 16 -6 -8. awun NON-PRESSURE P.Y.C. PIPE Cl 200 s+w SOIL BE KEPT MOIST AT ALL TIMES DURING THE GERMINATION PERIOD. THE -� ON %ff"RA ,.w O Pvc LIGHT - FREQUENT IRRIGATION SEQUENCE SHOULD CONTINUE UNTIL THE SEEDLINGS � at .*F9 W/1111111 12" COYER BELOW GRADE (4) "O LIVENHAIN NATIVE Nt02" SEEDMIX CONSISTING OF: HAVE GROWN BEYOND THE GERMINATION STAGE. THE GERMINATION STAGE WILL TYPICAL GATE VALVE DETAIL (SIZE AS NOTED) .., , ..a RANGE FROM 45 TO 60 DAYS. NO SCALE ""C 76 ''O w.ue - usr„ as wawwr -� ' ONO SPECIE _ r '+cxstrrnr4 rst, O TER METER POINT OF CONNECTION 30 ERIOGONUM FASCICULATUM B. ESTABLISHMENT STAGE IRRIGATION cam, rsrtA�ra- 20 ATRIPLEX SEMIBACCATA THE IRRIGATION SEQUENCE (FREQUENCY) SHALL BE REDUCED WHILE THE DURATION MAIACtO „CAO OR FLOOD 20 ATRIPLEX GLAUCA OF EACH WATERING CYCLE SHALL BE INCREASED. A SPECIFIC WATERING PROGRAM TO $Plh%KLC*S Mm,l LEVEL Arcarc „„r 9 5 ARTEMESIA CALIFORNICA SHALL BE .DETERMINED BY THE LANDSCAPE ARCHITECT AND /OR HIS CONSULTANT, � ra,A ACoprawr LOCK COW _ 10 ENCELIA FARINOSA BUT SHOULD APPROXIMATE WATERING ONCE A DAY FOR 60 TO 90 DAYS. 4 6 SPARTIUM JUNCEUM 6 LUPINUS TEXAS BLUE BONNET C. HARDENING OFF STAGE I RRIGATION 5 ESCHSCHOLZIA CALIFORNICA , ,,, -- Tu AT THE END OF THE 90 -DAY PERIOD AS DETERMINED BY THE LANDSCAPE ARCHITECT, IRRIGATION GE14ERAL NOTES C. HYDRO SEEDING EQUIPMENT THE WATERING FREQUENCY SHALL BE SLOWLY REDUCED TO ONCE EVERY THREE DAYS ANTI- SIPHON a VACUUM BREAKER CONTROL VALVE 1. ALL SLOPES 3 FEET OR HIGHER SHALL BE IRRIGATED IN ACCORDANCE WITH - -- WHILE INCREASING THE DURATION Of THE WATER SUFFICIENTLY TO ALLOW FOR „ ,,.•.,S,. SAN DIEGO COUNTY GRADING ORDINANCE SEC. 87.417.5 IRRIGATION SYSTEM (1) THE ABOVE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN THE MAXIMUM WATER PENETRATION FOR THE EXPANDING ROOT SYSTEM, WHILE AT THE NO SCALE REQUIREMENTS. HYDROSEEDING MACHINE CONTAINING AT LEAST 2000 GALLONS Of WATER SAME TIME TAKING CARE NOT TO CAUSE EROSION. THE PRECISE WATERING REDUC- TION TO ALLOW FOR A HOMOGENOUS SLURRY WHICH IS THOROUGHLY MIXED AND CONS ULTANT. PROGRAM WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT AND HIS 2. THE POINT OF CONNECTION FOR THE SPRINKLER SYSTEM SHOWN SHAH CONS BE CAN BE APPLIED EASILY WITHOUT CLOGGING. THE MACHINE TYPE MUST MADE FROM THE WATER METER FOR THE LOT. BELOW GRADE PIPING SWILL BE APPROVED BY THE LANDSCAPE ARCHITECT. BE P.V.C. CL 315. D. FIN AL DETERMINATION (2) THE EQUIPMENT SHALL HAVE A BUILT -IN AGITATION SYSTEM AND OPERATING FINAL DETERMINATION OF WATERING REQUIREMENTS WILL BE DETERMINED BY THE CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMDGENOUSLY MIX A LANDSCAPE ARCHITECT AND HIS CONSULTANT UPON COMPLETION OF THE 12 -MONTH SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS.) OF ORGANIC IRRIGATION AND MOINTENANCE SEQUENCE. MULCHING AMENDMENT PLUS FERTILIZER CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. E. FERTILIZATION (3) THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS NS TO DESIGNATED ON THE PL FERTILIZE ALL L S THE CONTRACTOR SHALL FERT AREAS A OF A SLURRY DISTRIBUTION LINE LARGE ENOUGH TO PREVENT STOPPAGE RECEIVE CONTRACTOR HA AT THE D OF THE 90 DAY FERT NATIVE AREAS EN AND SHALL BE EQUIPPED WITH A SET Of HYDRAULIC SPRAY NOZZLES WHICH MAINTENANCE AND COMPLE OF THE 270 -DAY L EN 25 P PROVIDE A N D O F THE SPRAY NOZZLE. DISCHARGE OF AT LEAST MAINTENANCE PERIOD. THIS SHALL TOTAL THREE POST HYDROSEEDING 25 PSI AT THE ENO Of THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE A FERTILIZER APPLICATIONS. EACH FERTILIZER APPLICATION SMALL CONSIST TRAVELING M INI MUM CAPACITY Of 2000 GALLONS AND SHALL BE MOUNTED EITHER SELF - PROPELLED OR DRAWN BY A SEPARATE UNIT. A Of AMMONIUM PHOSPHATE (16- 20-20) OR APPROVED EQUAL, APPLIED AT THE RATE Of 300 LBS. /ACRE. 0. HYDROM ULCHING APPLICATION AND PLANTING SCHEDULE F. WEEDING (1) THE H SHALL BE APPLIED IN THE FORM OF SLURRY CON- NG OF F ORG SOIL ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH MAY APPEAR IN THE SEEDMIX OTHER CHEMICALS CALLED FOOR. R. WHEN COMMERCIAL FER ILIZER, AND PLANTING AREAS DURING THE MAINTENANCE PERIOD SHALL BE REMOVED AT OTHER CHEN HYDRAULICALLY SPRAYED ONTO THE 30 -DAY INTERVALS. THE CONTRACTOR MAY ELECT TO REMOVE SUCH CONCENTRA- OPERATION TION MUST B SP RAY WI ALSO THE MULCH SHALL NOT FORMA BLOTTER -LIKE MATERIAL. THE SPRAY TIONS OF WEEDS MANUALLY OR BY AN APPROVED HERBICIDE PROGRAM. PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS G, MINIMUM COVERAGE INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE. THE IMPREGNATION AND MIXING OF THE COMPONENTS WILL HELP IN RETAINING MOISTURE WHILE STABILIZING SOIL SURFACE FROM $URFICIAL EROSION. FINAL ACCEPTANCE WILL BE GIVEN AT THE END Of THE 270 -DAY PERIOD ONCE .._ aKsFts that he shall as,atmc mAc anti tlatttpl tc reapwi iW laity for job (2) PRE PARATION. OF HYDROSEEDING MIXTURE BOE GEMINATION AND PLANT ESTABLISHMENT HAS BEEN OBTAINED. de dwrii g the courw. ,pf catmt0actiod #d this hpject a' wlucfinK safety 4 all H. f APPROVAL ARID ACCEPTANCE /�� td :r to wO p Xi that this, regWrnwnt shall apply eotttinuoush and not be lim- (A) THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS � �VA �r� �AV 9 to SHALL BE NIXED TO SUPPLY THE RATES OF APPLICATION AS PER tlo milli sttK hourtiI tM►at the Contractor shall <kferxl, rtdetnttily atxl FINAL APPROVAL AND ACCEPTANCE WILL BE GIVEN IN WRITING BY THE LANDSCAPE L'NWNFr`Qi tIWNDIE 15 to Ad the, A%e lurmless from any andallfi&Whity, rival or alleged, SPECIFICATIONS. ARCHIT CT ,LNG A FINAL ACCEPTANCE INSPECTION. THE LANDSCAPE �� OE►AA rtagpat'aRaAn1M+ ,wvtJ¢nttthist+ra .tnurcptitpl y` (B) SLURRY PREPARATION SWILL BEGIN BY ADDING WATER TO THE TANK �i CT �S THE OPTION T0'EXTERD THE MAINS IF HE DETERM119S rAiTRANSPONTAxMAN •. T G _ IWC Own& of *011 i!)�w iv THE M�JECT'MAWNT'S FURTHER *TNTTWCE TO FULFILL THE ea COVERAGE F sst WHEN THE ENGINE IS AT ONE -HALF THROTTLE. WHEN THE WATER THAT IS REQU P, C INt OIITp11CT. A Y •OF SAN DI EGO --` -- - - LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT AND GOOD " A l r� RECIRCULATION HAS BEEN ESTABLISHED, Tiff FERTILIZERS SHALL '�R /"' T t '.. VI. HOTS IN SPECIFICATIONS REFERING TO LANDSCAPE ARCHITECT A HORTICULTURAL RJM"!Nr i. ',„ ' qI` _ „_#�_ BE ADDED TO THE MIXTURE (THE TANK SHALL BE AT LEAST 1/3 ` r, 5 - ' _ __ . _ __ FILLED WITH WATER AT THIS TIME) . CONSULTANT CAR !diED. iiiAT l'QN AI Ir NDS�r O s T q, -_ p (C) THE,ENGIRE THROTTLE SHALL BE OPEN TO FULL SPEED WHEN THE I701 2- . ., -._ __ _ CALIPOIINIA ONWA,14 ,. -- -- g, NYD�dpEkp gDDllKanlgL Nt�3 11u 4M � � �tEI�PO�i /¢ ,4[ 2L TNT IS 1/2 FILLED WITH WATiA. Alt OftGA1t1IC AMENDMENTS, A ,,. _ -_ ...._: FIB AND CH ICALS SM ALL TWO BE ADDED BY THE TIME THE i14Mr a y - - ��: A' - 7Cl .w � ., 'n xSr 'abn ... �t6 "I' 4 FU AT THIS TIME THE SEEDMIX . r. '° t /, 31 UL K SlUrf. T >z" AL SE AM pit tr .. 34 ws T 'i r u a' #, LTD SB•28:M• 13. t7 e' .". m ; ,. D G IMMEDIATELY WH TN f x r, � • , f.., �,cy,� y . _ � :- __/ _ -.__. --- � ( ) SPItAXIN SHALL COMMENCE WHEN E 'TANK IS tf.l , 10 0 t R TI ON a ER fit I5ION LOG AND 3 4URRY IS MIXED. +I k• <," ,' `;,- 4 t ". ` #e7 a „" 1117 14 '41 qj� , 'sP r r A S xe. o •N,...;, M. :. ,, .,. t >!° k 4; • W Y:: A n �. .7, ,� _. . Y. .r t s. r . }, — , Y y'ii fix '^' .['. -. t' C' ¢;'. r W x , «. ... tt , T T _., s Atf. -.. . d :, ':,, z.^- :.,; r i! :..' � 'r I _. ,, ., q >,... .. ....: .. ..; r:" 'I•,,. 4:. 1 , `'Y e. tq. „:1 _ x ' Y .. , ... ... .. ... yp. .. ; - . , .. :... -. .. " xf a ,. �s .�... ,. ., r > � n. fa. .. � 1 ... V. ,.. ,. A, ,. A .... c t {.. t ,:y.ad, L „.,W ' :, ,. .v.^9,d!w.: °a +».., o-- E r:..B�' f. •. .' �.' '. � . °,F �, T . .s� _..� , ^Y'� �n w %:. �r „¢.,.. _. ZO SN EEC �til 2b SE 1 _ II r of f ,, 1 /1 , 50 zs o so loo l 15 N SCALE IN FEET 1 ,1 n O s yti , I Ytia' Vll E, ENCINIt S I d y1,1 o i XZ �4 11 / 00 Az Z It 3 14 / 7 Nq" rz � d 1" r �, X 11 X / 1 1 4 I >� a r� y p , Y2 J G r 3 yZ I� i E I It ,I y %2 Icy r2 �Z Y: z �y 5' (TYP.) i \\ p �'+-- SUBDIVISION BOUNDARY CAM I N O 50'C7 C. DEL. RANI C H U _ I (TYPICALTREE SPACING 1 I PRIVATE CONTRACT I COUNTY OF SAN DIEGO DEPARTMENT OF TRANSPORTATION L SN ETf J (TRADING PLANS FO 1 COUN `YY OF SAN DIEGO i TRACT 3494 j IRRIGATION & LANDSCAPING PLAN ! , �CALIFORNIA COORDINATE INDEX MG 322 - 1701(2) 2 �I s " "`� " �` NOTE: SEE S14EET 10 FOR IRRIGATION AND maw 11114 M..�., ' 8' 2 -78 D. J. W RAF t N ALL ' PLANNING J�j(�r�rY L-_L_ LANDSCAPING LEGENDS AND GENERAL NOTES DIRECTOR Of TIIANf►011 ►►710N fL , OLSCI MIT . , aTE 0(SgERi i "AS— B UILT" •� a7 -- E'lIGINEENIA1ICOLI'UIIE [KII[EI V' NEW (K RCE 9647 u K) Am tEim (T) K F COOK & ASSOCIATES, LTD. "" `�` I+ t°" , M SB 28.04 - 113.71 -7Q � ` �1111t c E�• '' /� 97� OLWwE 1 covill PREPARATION AND REVISION LOG E. F. C OOK RICE 647 DATE ►.aiflN.. -8683 SAS. YT ALIMM nilrv{. win l+A SAM fli+W. CAUIp1N1A 411tl T.l -i.rr ONI iT -�D I AS vi,4 T + , ' 1 . E FIL N0. -" (^f ... ..�... ^-. r .. _ i qN`e! _ ✓t .�. '^.'"� " y . ' - 1 1- \ . _ A r � . r �. +� - - / _T 1 '7 12 13 SUBDIVISION BOUNDARY 15 11 14 � 16 17 gg f II � d 9 y ,, L r 10 ANCHO TVPIC TR � Q�w/ 5o' y„ 1 p V_lo 51(TYP.) 1112, 3 � 4 y y21 y" I� 34 ' I so zs v x' 'cx, N yT �4'I scALF .N rrFT 1/ O O CO UJI Z /NT rlI� W O y y„ Iva 4° 4 y I1 2 9 y f y, „ 1 ,, /+ 1l W CID yp 4n,l I � y �\ � I 2 II ,, $ Q z4 r / u Z j I *4'' Xi FLAT ” ^ Z a 11 to 1/4 (TV I Iw ' 2 I I— Lo cr " 21 0 0 „ 25 y2" yell O 7 "AS— BUILT" J 3/ Il „ 1 ( !J E. F. COOK RCE 9847 DATE ' it PRIVATE CONTRACT / T-- -I E�EFAATNIENT COUNTY 0 SAN DIEGO ZQ 41 � 2 OF TRANVORTATIC ,Il` GRAD t O ►LANE f0 — -- -- — -- — -- X C�OUN 'Y OF SAN DIEGO „ , Il ` TRACT 3494 ' IRRIGATION & LANDSCAPING PLAN CALIFORNI COO RDINATE INDEX 322 -1 701 X ' NOTE: SEE SWEET 10 FOR IRRIGATION AND Aey.o»o/ R J. N1N»YrI EnE now of werM 9 -37a D.j.w, oea r TALL Q LANDSCAPING LEGENDS AND GENERAL NOTES DIRECTOR Of TRAN SPO RTATION ► C Ml ` (SEE SHEET�0 w / R E 9647 — ANNING — ENGINERAING AMICIU f.MU town N RCE 9647 LS � re ~ uert i. ��'�` at r[ lUfel[ I w II 9 IN % 1 111111 0 1 (K E. F. COOK 8 ASSOCIATES, LT� "" "` SB 28.04-113.17 "u '"` swam Como ^UP" 110111Vl. WIT. m "N TNJIO GWON I Will T.r.rr,,,., -m 0 og «N"I Ne. L '= PR$P RATION AND REVISION LOG AY 'Re j ' FILE N0. i I (SEE SHEETI4) 40 50 25 0 50 100 SCALE IN FEET 43 39 IryN � 4 . J , � S y' 3 /A• �2 ` 38 \ al la \ T I y 1� �I 6 P� y , 4 \\ 1 O R FFs � a al as II � �✓ \ \ ,✓ _ O P-� 3 32 ¢ \ VIE LOWE z" O Gjy a z 3 4 �� "A3— B UILT" f'r„ 3 'ZT 9. F COOK+ RCE 0047 \ o " Aa/ ` PRIVATE CONTRACT \ ' /�tT COUNTY Of SAN DIEGO 7 1 13 I DI►ARTMENT OF TRAMPORTATION 0 . - -- \ � I AGING ►LANt f0 COUNTY OF SAN DIEGO �� �o��� TRACT 3494 „ \ P IRRIGATION & LANDSCAPING PL AN O e / LALIFORNIA COORDINATE INDEX 322 - 1701(X) LANDSCAPING LEGENDS AND GENERAL NOTES DIRECTOR OF IRAN f NOTE: SEE SHEET W FOR IRRIGATION AND (� R o+tE4S J n OC. I AyyrwM R J Nl,rm,n —� -- 4 L3 SO IAA i►ORTATION 3 7 1 1 - A ` IO. par[ ar p[SC +IFi10R a r NO p+iE Er p(SC +I OIIa , r n / LLL //1 __ I9H U55p5[0 P I IpCAfIgR Of +6AECED PLANNING ENGINEERING - ARCHITECTURE —� MI KE , � RCE 9647 pn +us + +t x0110 EFL E. F. COOK d ASSOCIATES LT D. Ia a.p +I�. IrI - - °— — .— ` 'ILE Com [ Ix IKx[5 EIOI M[ ASSO CIATES, SB 28.04 - 113.77 5apt +EaxEx GI �( �(9 �_ PREPARATION AND REVISION LOG _ p, — _\ • «° r, N° 1- 6 83 — SCSI MT ALIFAN DAVE SOITE ZOp SAN MIGO . CALIFORNIA 52111 T.4 1114, 1A 2BJ - �' _ 1 FILE N0. f SEE SHEET 15) t 4 46 49 , 6Z (SEE SHEET 151 Yti Y2 _ u.► C'4 - Al - NN - 1 Yy GRgc� y ! I. ,II a p ¢ I u ;w Yti 2 It \ 4 �V yn II Z n a 2 r 42 = I Yti � l a � Z y� 11 \ 56 2 �2 a ,tt 53 1 I. 11 ti '6I do ` I�71 57 \ 1 u I 3/4• 3�4 v s �lti 1� o < O Q ti 18 e (SEE SHEET 12) d 4) \�ti ZO 40 1 Z9 "AS -BUILT l - 47 COOK ACE D — / 17 50 25 0 50 t00 SEE SHEETt2) PRIVATE TRACT ON ( 28 N COUNTY SCALE IN FEET OF SAN DIEGO 14 DEPA RTMENT Of TRANS PORTATION g EFTS � OF SAN DIEGO TRACT 3494 IRRIGATION S LANDSCAPING PLAN CALIfORN COORDINATE INOE% - 322 -1701 (X lE a AWmed II. J. M*80 M ErELMrn week ,NOTE . SEE SPIFFY 10 FOR IRRIGATION ANO DIRECTOIE Of TIIANE►OIETATION LANDSCAPING LEGENDS AND GENERAL NOTES sY , r� N... 9647 p ML . DQ,FT lma ' ' - ✓ 6! �G are" ` / InI r . r, rn "' sauna a rEEr"cn ►eeM.B Ne. RCE 9647 on "ns r[ rVSUEO MI• Erlrn r ni w nal vi s f. fLANMIMG-- LMGINLL111MG"- -ANCHtTLCNRH / h n tr."ES nor n[ _ _ FILE N � 0. R'_ Eau un wEr F CpIDK g �A'I' LTD. 1 nEE E.E sa 28.04- 1 PREPARATION AND REVISION LOG /EM rT AWAM pklNl. wrn iao SAM arGO. CAElPOWA W11 T." w awr m i , 1 l 50 25 0 50 100 SCALE IN FEET i - LONE (TYPICAL TREE SPACING JAC 2r SUBDIVISION BOUNDARY —� 50 ) �ll( O vNpP �`l — 1 —,r- s " 1 r y l y- j Yti y� i Z � 4 co y4l 4 0 y ,I Y , ---Wi I ' 1 to tiii^, P G> 2I yTO I� PC% it , Yti y2 ol 144 to 44 r I y t . I. 'T1�. a r s it it 48 45 y I O i Z Y l- 1 s0 (SEE SHEET 1!) "AS- BUILT" fi It -Z7 SD -- s' „ �2 ,, E. F. C )OK CE 0447 ATE c „ „ CgMIN�TO _ \ PRIVATE CONTRACT SM ET COUNTY OF SAN DIEGO 5 H • GR g C � E � q 15 DEPARTMENT OF TRANSPORTATION SHEETS ss - GRADING OF SAN DIEGO 4 (SEE SHEET ld) TRACT 3494 IRRIGATION & LANDSCAPING ,PLAN - CALIFORNI COORDINATE INDEX 322- 1701(X) NOTE: SEE SWEET 10 FOR IRRIGATION AND tn.,,...,ot.. o.� Ayy,o. N.J. NI.N,n S B . R IRR IGATIO N- ALL ALL LANDSCAPING LEGENDS AND GENERAL NOTES olNecroN of TRANSPORTATION [« , w K w r. auria r [n[nu AItNI 0 tNOiNt 1 `ANCMtTfC'TURt tetra �- RCE 9647 1 ILS .,yo[n a tt) A .ua 1 0 f -, E. F. COOK 8 ASSOCIATES, LTD. "„ "" „- m cam .rw M L rr urt ma (� �(Q �j97�' Z SB 28.04 - 113.77 w r[N[r V141 — G•'""° L - 8 6 83 11 - uw rx .urw trwt. $104" 1111 uo i; C�urawu w" ..r... 17141M Nb PREPARATION AND REVISION LOG , ►km„NO. l FILE NO.