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1995-4383 G (Plans) X01'?X TO BE DONLL OLL GRADING' EROSION CONTROL HYDROSEED ENVIAMA'ENTAL DATA I. ALL 110RA' SHALL Bf DONE IN ACCORDANCE #IT11 TIES£ PLANS THE STANDARD SPECIFICATIONS 1. ALL GRADOAG SHALL 8E 09SERYfO AND TESTED BY A OUALIFtE,9 SOILS ElACER OR UNDER L I1Y,9R0SE£9IAG SHALL Bf APPLIED TO ALL SLOPES THAT ARE 0,4,9 0 6.• 1 (HORIZONTAL TO YERTICAL) STEEPEST El'757IAG NATURAL SLOPE ON -SITE FOR PURLJC AVRA'S CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS OF THE CITY HIS /HER 01RECJION. HE/SH SHALL OBSERYf AND JEST THE EXCAVATION PLACEMENT AAV OR STEEPER 1#!£N THEY ARE - p OF ENCINITAS AND THE SAN OlEGO AREA REOIONAL STANDARD OR4fIN19S. ANY CHANGES 00MP4CTION OF FILLS AND BACOFILLS AND 00AF4C710N OF TRENCHES HE/SHE SHALL OR RE MAXIMUM VERTICAL OfPTH OF CUT = 9' N VISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST MAXIMUM SOILS REPORTS AS REX11REO AND DILL DETERMINE THE SUITABILITY OF ANY FILL A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. FOR INSPECTION. MATERIAL. UPON 00APZf7l0N OF ORADIAG OPERATIONS HE/SHE SHALL STATE THAT OBSER- MArlX1A( YERTICAL DEPTH OF FILL = B' YATIONS AND TESTS OFRf MADE BY HIS/HER OR UNDER hIS1#ZR SaPfR1 ANO THAT ON B. 5 FEET OR MORE IN HEIGHT IN CUT ARMS, UNLESS SZOPf - IS NOT S1/BJ£C7 JO EROSION DUE 111SAfR OPINION, ALL E4f9ANA%FN7S AND E.Y04Y47I046 #ERE CONSTRUCTED IN ACCORDANCE TO TiE EROSION RESISTANT CHARACTER OF TI1f MATERIAL AS APPROYfO BY THE CITY ENGINEER AYERAGE DEPTH OF CUT = g' YOTH THE APPROYED GRADING PLANS AND THAT ALL EMBANKMENTS AND frOXYX7 0N6 ARE ACCEPTABLE FOR THEIR INTENDED USE. 2 IRRIGATION SHALL MAINTAIN THE 01STUR£ LEYEL OF THE SOIL AT THE OP7lAfJM LEYEL FOR AYERAGE DEPTH OF FILL = g' GROWTH OF THE HYDROSEE - GROWTH 2 THE CONTRACTOR SHALL PROPERL Y GRADE ALL EXCAYATEO SURFACES TO PROYJOf POSITIVE 3. APPROYAI OF 7111S PLAN DOES AVJ CONSTJTURE APPROVAL OF SIZES, LOCATION AND TYPE DRAINAGE AND PREYENT PON0I1W OF #AJE/L HE/Sllf SHALL CONTROL SURFACE YATER AND 3 HYDROSEEDIAG MIX SHALL CONSIST OF ALL THE FOLLOYIN� OF DRAINAGE FACILITIES NOR OF IAPROYEMENTS YITHON STREET RIGHT -OF- NAYS: SEPARATE 001,9,9,4400f TO A0J0tNI1140 PROPERTIES OR TO FINISHED AVRK ON THE SITE AM SHALL APPROYALS AAV PER4ITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION ELY IAIPROYEAIENT TAKE REMEDIAL A64SURES TO PREYENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 1. SEEO 4IX SHALL CONSIST OF AV LESS THAN.• CUT = 5100 C. Y. PLANS. TIME AS PERMANENT DRAINAGE ANO EROSION CONTROL MEASURES //AYE BEEN INSTALLED. A. 20 LBS. PER ACRE OF ROSE CLOYER B. 20 LBS. PER ACRE OF ZORRO FESCUE FILL = 5100 C. Y. 4 YXITTEN PERMISSION SHALL 9f OBJAJACO FOR ANY OFFSIJE GRADING. 3 ALL AREAS JO BE FILLED SHALL BE PREPARED TO B£ FILLED AND FILL SHALL B£ PLACED C. 3 LBS PER ACRE OF E SChWZ CIA CALIFORNOC,4 IN ACCORDANCE NITH STANDARD SPECIFICATIONS: ALL YEOE74BZE 4147TER ANO OBJECTION- 0.. 4 L95 PER ACRE OF ACH/LLEA 41LLEFOLJA 14PORT = 0 C. Y. 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT ABLE 4A7ERIAL SHALL BE RE40YE0 BY THE CONTRACTOR FROM THE SURFACE UPON 1#LI6'# TIE f. 3 LBS. PER ACRE OF AL YSSUV (CARPET OF SNOY) PROPERTIES DURING GRADING OPERATION ANYTHIWG DAMAGED OR OESTROYfO SHALL Bf FILL IS TO Bf PLACED. LOOSE FILL AND ALLUYJAL SOILS SHALL BE REMOY£D TO SUITABLE F. 1/2 LB. PER ACRE OF DIMVRPHOLECA REPLACED OR REPAIRED TO CONDITION fXJS711G PRIOR TO GRADING: FIRM NATURAL OROUND. THE fXPOSEO SOILS SHALL Bf SCARIFIED TO A DEPTH OF 6' AND G l7fh'S C, O, E, AND F OF THIS S/JBS£CTOON MAY Bf OMITTED ON LOCATIONS #hfRE THEN CONPACJEO JO A 41NIAfJ4 OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPON- THE AREA BEING HYORO2EED£D 15 NOT VISIBLE FR04 fl TIER A PUBLIC STRff7 OR 6 THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY 40MJ4ENT OR BENCH 4ARK VVJCH IS SlBIL ITY JO PLACE, SPREAD, HATER AND COARACT THE FILL IN STRICT ACCORDANCE NITH RESIDENTIAL STRUCTURES. DISTURBED OR DESTROYED SHALL Bf Rf- ESTABUSAEO ANO REPLACED 9Y A REGISTERED SPECIFICATIONS. FILLS SHALL BE PLACED ANV COMPACTED JO 90 PERCENT IN 6' LIFTS. H. 17f#.4 OF THIS SUBSECTION AV57 BE INOCULATED Y171 1,4 NITROGEN FIXING' BACTERIA CIYIL ENGINEER OR A L 10ENSEO LAWV SIRYEYOR AND APPL IfD ORY EITHER BY ORJLL JNG OR BROADCASTING BEFORE HYDROSEEOIAG 4. CUT AND FILL SLOPES SHALL Bf CUT AWV TRIA E9 TO FINISH GRADE TO PRODUCE S400TI1 I. ALL SEED 447£R1,4L5 SHALL Bf TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS 7 ThC CONTRACTOR SHALL DESIGN, CONSTRLJCT AND MAINTAIN ALL SAFETY OEYICfS IACLUDINO SURFACES ANO UNJFOR4 CROSS SECTION. THE SLOPES OF EXCAVATIONS AND EA&MMENTS NIT// THE CAL IFORNIA DEPARTMENT OF F000 AND AGRICUL TORE CERTIFICATION TAG S110UNG, AND SHALL BE RESPONSIBLE FOR CONFOR4ING TO ALL LOCAL, 574 TT AAV FEDERAL SHALL BE SHAPER, PLANTED AND TRIAWP AS OIR£CTED BY TN EV191MTR OF AGRK AND LEFT ATTACHED 7 OR PRINTED ON 5.410 CONTAINERS DlyNER' S CERTIFICATE SAFETY AND HEALTH STANDARDS LAYS' AND REGULATIONS: IN A NEAT AND ORDERLY COAVITOON. ALL STONES, ROOTS AND OTHER #ASTE 4ATTER EXPOSED J. NVNPHYTO -TOXIC AY AGENTS 414Y BE ADDED TO HYDROSEEO SLURRY AT Thf VIS- OR EXCAVATION OR EA19ANAWNT SLOPES Nt1OC11 ARE LIABLE TO BECO4IE LOOSENED SHALL BE CRETION OF THE CONTRACTOR. I (NE) IEREBY CERTIFY THAT A RECISTERED SOILS ENGINEER OR 00Z 00157 HAS BEEN OR B. ORADING ANO EQUIR4IENJ OPERATING NJTHJN ONE -HALF (1/2) MILE OF A STRUCTURE FOR REMOYED AND DISPOSED OF THE TOE ANO TOP OF ALL SLOPES SHALL Bf ROUNDED IN ,40000- HILL BF RETAINED TO SUPERYISE OYfR ALL ORAOJAG ACTIVITY ANO ADYISE ON THE COMPACT - HUMAN OCCUPAACY SHALL NOT BE COAVUCTED BETIFEN THE HOURS OF 5 30 P. 4 AAV 7• 30 AACE NITH THE ORAOIAG ORDONAWC£ 2 TYPE 1 MULCH APPLIED 47 1W RATE OF NO LESS THAN 2 000 LBS. PER ACRE. TYPE 6 MULCH JON ANO SJABIL ITY OF THE S1Tf A. M NOR ON SATURDAYS, SUNDAYS AND CITY RECOG'NIZEO I10L /DAYS. (STRAY) Of BE SUBSTITUTf,9 ALL OR PART, FOR HYDR.41t ICALL Y APPL JEII F19£ MATERIAL. 5 ALL TREES, BRUSH, ORASS, AND OTHER OBJECTIONABLE 0TERIAL SHALL Bf COLLECTED, PlZfg 1#/EN STRAY IS USED JT AV57 BF 4N0HORf,9 TO THE SLOPE BY 4EC114N104LL Y PUNCH/AG AV 9. NO GRADIAG OPERATIONS SHALL 00hW CE UNTIL A PREGRADOAG MEETING HAS BEEN f LD OR OTHER #OSE DISPOSED OF OFF Af SIT£ 9Y THE CONTRACTOR 50 ,45 TO LEAYE ThE AREAS LESS THAN 50% OF THE STRAY INTO THE SOIL. 046I7E MOTH T/C FOLLOYIAG PEOPLE PRESENT CITY INSPECTOR, CIYIL ENG/ACEN; SOILS THAT HAYf BEEN CLEARED NITH A NEAT AND FINISIE0 4PPEA1?1fNCf FRff FR041 UNSIGHTLY SIGNAJURf OAT ENGINEER, GRADOAG CONTRACTOR AND PERMITT£E. THE PREGRAOE MEETING SHALL B£ SCHEDULED PfgRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL Bf SECURED FR04 THE SOILS ENGINEER 3 FfRTlIJZER CONSISTING OF AANVNIUM PHOSPHATE SULFATE, 16-20-0 PITH 151 SULPHUR Y1TI/ THE CITY AT LEAST 49 HOURS IN AOMACf BY CALL IAG (619) 933-2770, ANO CITY ENGINEER PRIOR TO ThF DISPOSAL OF ANY SUCH 4147ERIAL. APPL LEO AT THE R 4 Y OF 500 Z 9 PfR ACRE. SJTf ADDRESS.• 3049 0441AV DEL RANCHO, OZ IW NHAtN, CA 10 PRIOR TO HAUL RVO DIRT OR CONSTRUCTION A&7fRIALS TO ANY PROPOSED CONSTRUCTION SITE AREA TO BE HYDROSEEOEO SIL.4LL BE PREPARED PRIOR TO I) BY.• LEGAL DESCRIPTION Z 0 90 OF COLONY OLtYENHAIN, MAP NO. 326 YITHIN THIS PROJECT THE CONTRACTOR SHALL SUBMIT TO ANO RECEIYE APPROVAL FROM THE EROSION CONTROL A P N 264 - 160-05 CITY fNGJACER FOR JHE PROPOSED HAUL R01JTE. THE CONTRACTOR SHALL 604P1 Y NITH ALL 1. ROXIIENJAG THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF CONDITIONS AND ?f01JlREMFNT5 JHE CITY ENGIACER MAY IMPOSE Y1711 REGARDS TO THE 1. IN CASE EMERGEACY #ORC IS REQUIRED, CONTACT CONTRACTOR AJ ? 4 4 - P54 2 o HAULING OPERATION. A. TRACK #AL.'UNG 5ZOPfS STEEPER THAN &.1. 2 E0UJPMEN7 AND AVR/(ERS FOR f4ERGEACY M)FK SHALL 9f MADE AVAILABLE AT ALL TIANS B. RIPPIAG AREAS THAT PILL AVJ BREAK UP 1151AG ITEM A ABOVE. 11 UPON FINAL COARETION OF THE NVRK UNDER THE GRADJWG PERMIT BUT PRIOR TO FtNAl DURING THE RAINY SEASON ALL NECESSARY 4ATFRI,4LS SHALL BE STOCKPILED ON StTf AT DECL 14RA TION OF RESPONSIBLE CHARGE GRADING APPROVAL ANO /OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TE4PORARY OEY1CfS #AfN 2. CONOITIONIAG THE SOILS SO THAT IT 1S SUITABLE FOR PLANTING BY SHALL BE APPROYED STAJJAV 'THE GRADING UNDER PERMIT W. 4383 -0 M5 BEEN RAIN IS l ##WENT. I H£R£BY DECLARE THAT I AM THE ENGINEER OF Vl?l( FOR THIS PROJECT, THAT I #AYE EXERCISED P£RFOR4f0 1N SUBSTANTIAL CONFORAUACE YJJH THE APPROYEO GRADING PLAN OR AS Shv#N A. ADJUSTING' THE SURFACE SO/L 40JS7URE TO PROYIDf A DAMP BUT AVT SATURATED RE5P0W6JBLf CHARGE OVER THE DESIGN OF THE PROJECT AS DEFJACD IN SECTION 6703 OF TAC ON TL1E ATJACHEO AS- ORAOEO PLAN'. THOS 574TE4ENT SHALL BE FOLLONFD BY TAf 9,4 TT 3 OFYlCZS SH010V ON PLAN' SHALL NOT Bf 410Y£0 OR MODIFIED YITHOUT JHE APPROVAL Of THE SEED BED. BUSINESS AAkD PROFESSIONS CODE, AND THAT ThC DESIGN IS CONSISTENT YITH CI ?ffNT STAAVAROS. AAV SIGNATURE OF THE CIVIL ENGIAC£R ASV CERTIFIES SUCH GRADONO OPERATION. fWGINEERING INSPECTOR. TAE CONTRACTOR IS RESPONSIBLE FOR RETAINING A CIYIL ENGIACER TO PREPARE THE THE ADDITION OF SOIL AAFAVALENTS PH ,4OJUST4£NJ, LEACHING OR COYERIN SALINE 1 UNDfRSTAAV THAT THE CHECK OF PROJECT N,,4AI%S AND SPECIFICATIONS'BY THE CITY OF AS-GRADED PLANS. 4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONMOL 0£YJCES TO AWAING ORDER 70 Ar SOILS TO PROVIDE V1A9Lf CONDITIONS FOR GROYTI/. fNCINITAS IS CONFJWCD TO A REYIfY ONL Y AWV DOES NOT REL IEYf Af; AS fAGINffR OF &W,, SATISFACTION OF THE CITY fiYGJNE£R AFTER EACH RUN -OFF PRODUCING RAINFALL. OF 4Y RESPONSIBILITIES FOR PROJECT DESIGN. HYOROSEEPPW AREAS SHALL BE MAINTAINED TO PROYIOE A VIGOROUS GROWTH UNTIL THE PROJECT NOTIFICA /IONS 5 THE CONTRACTOR SHALL IA674LL ADDITIONAL EROSION CONTROL MEASURES AS MAY 9f RfOUIRfI IS PERMANENTL Y LANDSCAPED OR FOR AREAS YHERf HYDROSEEOIWG JS THE PERMANENT LANDSCAPING RONALD 4 LUJTIO Z THE EXISJ£NCE AND LOCATION OF UAVERGRGYJAV UTJL ITY POPES AND STRUCTURES ShVYN ON BY THE THE CITY ENGINEER DUE JO AN IACO#PLfJf GRADING OPERATION OR UNFORESEEN UNTIL THE PROJECT 1S C0#PLE7EO MV ALL SECURITY RELEASED. CONSUL Tl1W CIYIL EAGIWCER THESE PLANS MFRf OBTAINED Bv A SEARCH CF AYAILABL£ RECORDS. TO THE BEST OF OUR CIRCUMSTANCES N#/Ch' MAY ARISE. 2147 LUNDY LAKE OROYE KAVAffEDGE TIER ARE WV EXISTING UTIL TJTIES EXCEPT AS SI/DYN ON THESE PLANS hV#fW -R, ESO49ND100 CA 92029 UNREC00E0 UNOERGROUWV UTILITIES EXIST, THEREFORE- 9 THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREYENT (619) 745 -1409 PUBLIC TRESPASS ONTO AREA N S lYf1E I4POUN0 YAT ED ERS CREATE A HAZARDOUS CONDITION. THE CONTRACTOR JS 1?f01J1RE0 TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT / ANY fr/STJNC UTJL /TIES OR STRUCTURES LOCATED AT TILE NDRA' SITE. IT IS THE 7. ALL EROSION CONTROL A64SURES PROVIDED PER THE APPROYEO GR,4DIAG PLAN SHALL BE /ACORP- A S BUl� T L�1 � CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOL LOYIAG OAIVERS Of SAID UTILITIES ORATED HEREON. 9r DATE �-Z� 95 OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR YERIFICAJION AND LOCATION OF UTILITIES ANO NOTIFICATION OF 00MMEN0E4fNT OF YORK B. GRADED AREAS AROUND THE PROJECT PERIA1fTER AKJST DRAIN,4#AY FROM THE FACE OF SLOPE 4 7- 9 -97 R C. E. AV 20303 EXP. DATE.• 9 - 30 - 97 AT THE COWCLUSION OF EACH YORK DAY. R. C. 6 2 ©303 s�a7� A. SENERS.• CARDIFF SANITATION - ENCINITAS SANITATION 633-2790 9. ALL RSdWYX&Z PROJECTJYF OEVICES ShM SHALL BE IN PLACE AT THE ENO OF EACH #O WINO B. GAS d ELECTRIC.• SO G d Z. 239 -7511 DAY 11%'fN 7AC FLY£ (5) DAY RAIN 1R0BA9ILITY FORECAST £XCE£OS FGWTY (40%). SAT AAV OTHER DEBRIS SHALL BE fZAVYfP AFTER EACH RAINFALL. C. PATER OL JVEAYIWN MUNICIPAL PATER DISTRICT 7534466 L EGEND 10. SHOULD GERMINATION OF HYDROSE£DED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF D. TELEPHONf.• PACIFIC BELL 1-900- 422 -4133 GRADED SLOPES (90,r COVERAGE) PRIOR TO AVYEAIB£R 15, THE SLOPES SHALL BE STABILIZED I7E4 SYA1B01 STD. VV.. NITH PUNCHED STRAY INSTALLED IN ACCORDANCE Y1TH SECTION 35. 023 OF THE EROSION 4 9 E. CABLE TY OANIELS CABLEYISION 439 -7741 SEOJACNT CONTROL HANDBOOK OF THE SJATf OF CALIFORNIA DEPARTA1fNT OF CONSERYATION. EXISTING CONT49IR _. - - -- - 2. CONTRACTOR SHALL NOTIFY JHE CITY 6NG11VfER'S OFFICE 48 HOURS PRIOR TO BEGINNING PROPOSED CONTOUR 86 ANY #0R/( ON THOS PROJECT. PHONE (619) 933-2770 f p RETAINING PALL 3 THE CONTRACTOR SHALL OJYE 24 FURS AVTICE ON CALLS FOR INSPECTION PAVAC (619) 633-2770 ACK BROY DITCH 9-75 ESS /pA , ALL YORK PERFORMED YJThVUT BENEFI #I T OF INSPECTION LL BE SUBJECT TO REJECTION AM AV DEL a Q `yl F AND Rf40VAL. _ W RAAChO a RONALD M. LU TTI O No. 20303 h CiML slrE CAI�F� Q E�lNITAS v 2 ENCINITAS FIRE PROTECTION PLAA6 PREPARED BY.' W RONALD A/. L UTTIO COA6UL TIAG CIYIL £NCMER 2147LIAIVYLAK£DRIY£ w ESCDNO100, CALIFORNIA 92029 BY VICINITY tiIAP � z ¢9� Z LL DATE AV7 JO SCALE Ronald # Lot tio, R. C. £. 20303 Dote REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUN"DEVELOPMENTDEPgRT�AENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W Q Pev /s Shee N° BENCHMARK NOB PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED PPF3� A5- BU /CT OVED 1- (1 9 0"073 CHISELED S0. IN TOP OF HEAOYALL �J (J - 9 GRADING PLAN FOR 4ARKED #77// STEEL FENCE ROAST S. Y COR OF HORIZONTAL DATE B - 2d-9S BY: ` BY: /'I`(tiIAR FARtiIS —� INTER. OF fL 00IN0 DEL AffTE AND RANCHO_ SANTA FE ROAD. VERTICAL BY: $! 9 s R.C.E. N0. 20303 DATE: .3 �``IS DATE: COUNTY OF SAND DOE00 ELEYATION= =119. 476 DATE ENGINEER EXP. 9- 30 -9 J A Q9 WORK PROJECT NO. 95-61619 4UP-#OP SHEET j OF 915 R )TNTED 105 1306 AT PT No " _cW CORNER L 0 T (` R£TAlNG1C L , J' 8" B' 3' /YIX HT = 6% A. P. N 264 -760 29 o ^C CR'KWEIE FY RAY '��• SJ t N E ° PA�rB � SECTION A A �, cite 1 a w t A A T, E)5 TATN INL �. x� i x 1V r 1V ba' 6 —� I I A TAVq -o J I �• I J .. �:. 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P.N 264 - 160-42 %`'/ �§'' X 1i��� J ,,_ 1 X pp � v�res -.a aysS,vicH z w 5 0 , SCAL£' 1� X/' F \ I� RONALD M. tt�� QZ HAM1S RrYPi64Y0 Jr. o m m 9B RW'LALO k L61710 °, em. ° - ` • N tWbffi 77w MR f Iwr l9 e- 9� etneuorLAxr AVi1E rF ar3cAa�F°� SECTION Ff F L � 7 tSNMIR? GYtFdGY /A SP029 H T. S K Ev c/ AV z mza -ys VELOCIT CHEC/( 9/w Ba:otur Lurr/a ace mm3 mre Hr.s U' REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT DESIGNED BY 1 DRAWN B APPROVALS CIT O Y F EC N MITA8 ENGINEERING DEPARTMENT DRAWING N OLAS,V / 4✓�TM. , R / / -L ,}- X E 3 N A'Q B VERTICAL BV: PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED f15 -$U /C7 0 'i IS. N&EV F17#s EFL FEACF MST M HORIZONTAL I �JO' DATE : J -10-95 BY: • e BY f� R. Rre IJ{cL.I �"�/ F - � PIKM9R FARMS 4383 -G TNT£R. F R CANthO BEL M)RTE MO RAM.Yp R.C.E. NO.: O r c' " SAMAF£AR10. M21£ DATE:g -� /' r DATE: 9-c-6� L� CIYMTY LY SN'OTE60 FL£YAZIBAE JIS 416 DATE ENGINEER EXP 9-Xh91 WORK PROJECT NO. 9 M.P- SHEET 2 OF it LT" rcaTAiEi) 105 -1306 AT FIT NO 239(SN CORNER LOT 90) fl. lStalF (ox. HI = 6/ z R A. R N. 26f 160-23 )' 'T DRTY MAY 1 SPA SECTION A A c x r. ILt7 YEAH FL 0.MI MA T. YS TATN {1L .a x10A 10 6`'a 5 66A 9 a a1 M1 V it . _ 1• / l A R l ` V Av FT V a _V KM.SECT B-C T J If l 8 1 1 S f rw� mETU i � .,,Y a� ,x � s o oL 1 1 8 d 1 I A n >. e ` e . ^ / __� o r 1' ) —J- _ KJ.`•'101.�'E 1 yy.��6 ' __. eh -- Y° 1 � _ /0 { l 66 :S. c L�� a _ — �BM/09. 1 0 �'•� �� �� f JrA P It It - - - Q T A o r .i Z If It r : / n / �.. 5 "� 3 �� vt' ._ III J At.f/� \� If At I TI If _ krr° 1 C� / "') f y ( '�.— .� I i t If � __ �. V �� � .,t: i �/ a '.F _ f . 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S � �4Md irr 0 IQY W r- to N YELOClTY , S 9�CK (D DAA/ DE SIGNE D l' ff /q R RA N B Gb[e T z REVISIONS APPROVED DATE REFERENCES DATE BENCH Ml SCALP COWA)WY MVELOAB7T DEPARTMENT APpRpVgLB CITY OF ENC11MMAS ENGINEERING DEPARTMENT DRAWING ND. W ms W�m zm.mams�EZre PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED aPAO/AG FCA,V Felt aaay saaaewa�orm.a, wu lC'-0OlJ [W /SELED 32? 1N Ta°ae /C•fOMALC /J /� e � / L AS- UTL7 C k1AMEDMTTNSTEEL FEACEPoSTSM M a` HORIZONTAL Yd0' DATE : 1 1 - C BY: BY: e �,/ /�T<y °�� PIKMAR FARMS 4383 -6 /NTfN )de EL CgAlMJ 0.L WtF M MgADW �y O/�. �( 1_A RICE. SAN /A)Q7 ~,, VERTICAL APkE BY: .E. NO.: L_ DATE, //_ 9I DATE: GATE ENGINEER CZ✓MTY�SAN DTE00 119 4X EXP. WORK PROJECT N0. 95IXW MN � SHEET 3 OF 5 CUT 1/2 UNITS ALTERNATING COURSES x FTT BUT UP AGAINST STRUCTURE (2 -4 CAP UNITS OR r UNIT CAP UNIT CAP CAP UNIT 4- , : 0 = 0: r MIN. LOW PERMEABLE SOIL HAND CUT UNITS TO ' 0 L' WITHIN 1/Y OF PIPE { :..' ` ► . 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