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1989-9348 G (Plans)
D. LA ODCAPM La SYMBOL IN ACCORDANCE WITH PLA PNas QUdNrlrlE� AM AM N NdSE II 1. ALL BLOM SHALL S[ PLW~7= IN A. GENERAL APPROVED BY THE CRY SIBINEEL PLAN SHALL OOMr01MM TO 111E CRY OF PROPERTY BOUNDARY 1. ALL WORK SHALL MBE DONE N ACCORDANCE WITH THESE PLAW THE STANDARD EMCINITAS MAC M ORIDSNNOE MID ALL ADOPTED LANDSCAPE ARID SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN IRRIGATION STANDARDS. CONSTRUCTION STANDARDS OF THE CRY OF ENCI ITAS AND THE SAN DIEGO IL FINISH GRADMq AM ryANTMNp SHALL N ACCOMMPLISHEO ON ALL ELCPN PRIOR E (STUNG OOHNTOHUR .... :Yr ............ AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS TO OCTOBER 1 OR MMIERIATELY UPON COMPLETION OF ANY SLOPES GRADED ..... THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY BETWEEN OCTOBER / AND APRIL IL EXISTING ELEVATION FOR INSPECTION. 'R 30 r 2- THE SOILS REPORT TITLED 'REPORT IL IN RT OF SOVESTIGATK91•, 8T. JOHN'S L ETON oN oTTIOL CHURCH ADDITIONS, 1001 ENCMNTAS BOULEVARD ENCINRAB, CALIFORNIA 1. IN CASE EMERGENCY WORK IS REOAARD3, CONTACT RICHARD HUSTON AT 19) PREPARED BY GEOTECHNICAL EXPLORATION, INC. DATED OCTOBER M 1000 435 PROPOSED CONTOUR 780 SHA BE CO NSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL 2 EQUIPMENT AND WORKERS P011 EMERGENCY WORK SHALL M MADE AVAILABLE BE DON NN IN SAID REPORT. � THE RECOMMENDATIONS AND SPEC94CATKM AT ALL TIMES DUMS THE RAINY SEASON. ALL IIECEBBARY MATERIALS SHALL BE STOCKPILED ON SITE AT OONVINNW LOCATIONS TO FACILITATE AMID PROPOSED ELEVATION 3 /P A 1 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION CONSTRUCTION OF CRY DEVICES YYFNN MITI » SMINNNT. AND TYPE OF PUBLIC DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN \ ' STREET RIiHT-0FwAY8 SEPARATE APPROVALS AND PERMITS FOR THESE a DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE Jut SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. THE C ONTRACTM SMALL T MO y DAYLIGHT LINE ALL EROSION CONTROL DEVICES To 4 WRITTEN PE MAISSION SHALL BE OBTAINED FOR ANY OFFBITE GRADING. WOINXNM ORDER TO THE SATISFACTION OF THE Cm INOINEIR AFAR EACH /N/ 'v x. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO RUNCPF PRODUCING RAINFALL CONCRETE CURB 1 M LF $ M T,4 �L��' PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING ) x. THE CONTRACTOR SHALL INSTALL ADDITIONAL EIII LION CONTROL MEASURES r �, DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION AS MAY K RSQUIPM N THE CRY BSIIESI)I DUE TO UNCOMPLETED GRAD" W EXISTING 8TING PRIOR TOOWID OPERATION OR URlORO CIRCUMSTANCES WHICH MAY ARM CONCRETE CURB NI GUTTER NM 1,3x4 LF E} 0. THE DEVELOPER SMALL BE RESPONSISLE THAT ANY MONUMENT OR BENCH R THE OONTTiACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECENARY MARK WHICH 18 =TURNED OR DESTROYED SHALL BE M45STABLISHED AND PRECAUTIONS To PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED :n :.. Vi i!' REPLACED BY A REGISTERiED CARL ENGINEER OR A LISINBED LAND SURVEYOR. W WATERS CREATE A HAZARDOUS CONDITION. CONCRETE SIDEWALK (QF•7) SAN OF 7. THE CONTRACTOR SMALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 7. ALL EROSION OONTROL MEASURES PROVIDED PER THE APPROVED GRADING 1 F DEVICES, INCLUOING SHORING, AND SHALL BE RESPONSIBLE FOR CONFOIMMING PLAIN SMALLER INDORIPORI►1�D IINMON. F Q TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS O. GRABW AREAS AR0181D THE PRQIMCT PlRMMETEI MUST DRAIN AWAY FROM SURFACE FLOW DIRECTION AND REGULATIONS. THE FACIE OF SLOPE AT THE CONCLUSION OF EACH WORN( DAY. — 8. GRADMq AND EQUIPMENT OPERATING WITHIN ONE-HALF (1114 MILE OF A E ALL REMOVABLE PRO'IBCINE DSVIOM SHOWN EIALL ME N PLACE AT THE END STRUCTURE FOR HUM O CCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE OF EACH WUORMSINM DAY WHEN THE FIVE EARTH BLADED SWALE — — A DAY RAIN PROBABILITY FORECAST ~ may jb RECOGNIZED HO 0 P.M.T.30 A.M. NOR ON SATURDAYS, SINNDAY$ AND CRY D I PO PERCENT 10%J SILT AND OTHER DOWNS SHALL EE REMOVED F - 10. SHOULD GEMINATION OF HYDROS BLOM FAIL TO PROVIDE EFFECTIVE BROW DITCH (X76) G /5 L F 550 L F !� S COV N BLOM OMERAGE OF GRADED PEM OM IINIAMq PRIOR TO NOVEMBER 15, THE C $ A H B. NOTIFICATIONS BLOM SHALL N STAEMLIED WITH PNICHED STRAW NBMLLM Be � 1 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIES AND - -11r/ STRUCTURM*�E SHOWN ON THESE PLANS WERE OBTAINER BY A SEARCH OF HANDB O f THE S TATE OF CALM of BIN EROSION AND REGIMENT oDNTRDL PROPOSED FILL SLOPE �^ L . — mn . ? Z AVAILABLE RECORDS. TO THE BEST OF OUR K NOW LEDGE THERE ARE No HARIDBOK o TATE DF CALIFORNIA DEPARTMENT DF ooMAERW/ATION. '. nidlr ii C 217' EXISTING UTILITIES DMCWT AS SHOWN ON THESE PLANS, HOWEVER: PROPOSED CUT SLOPE THE CONTRACTOR 0 POOMMMID TO TAKE DUE PRECAUTIONARY MEASURES TO j � dWW PROTECT ANY DESTNNM UTILITIES OR STRUCTURES LOCATED AT THE WORM( SITE 6 AI A CIVIL ENGINEER IN THE STARE OF IT IS THE •.00NTRACTOR'A PNMPCNAISILIT IN Y TO CONTACT THE FOLLOWING CMPQMMik 1411LF 941 LF OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY ECCAVATIOM, PM CP%LLY DOING BUSNSN IN THE FIELD OF APPLIED SOIL MM■CIVJ4CS, HEREBY Krl P VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CERTIFY THAT A SAMPLING ARID STUDY OF THE SOILS CONDITIONS PREVALINNT (0-60 6F00 /N6) 1 COMMENCEMENT OF WORK WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DI#EC I BETWEEN THE RATERS AUGUST 7. 1010 AND OCTOBER S5,1O50. ONE COMPLETE COPY Cr THE SONG REPORT ° SNOUT (AS NOTED) 4 EA $ COMPILED PROM THIS STUDY, WITH MY R■COMMMONDA 9GN CE f -200' SEWER CARDIFF SANITATION DISTRICT) l4l00�4PJ14133 To 1fIE ORI�OE OF THE CITY TIONS, MISS EM�1 SERSTTED SAN DIEGO GAS l ELECTRIC 14100.4ffi44133 FURTHERMORE, 1 HAVE REVIIWMD THESE WATER (SAN DOWT+O WATER DISTRICT) 14KKW22•4133 GRADING PLANS AND CERTIFY THE RBOOMMMSNDATIONS INCLUDED N THE SONS CATCH WAN (AS NOTED) 211A -e- KEY MAP SYMBOL PACIFIC WILL 1.0004444133 SPORT FOR THIS PROJECT HAVE EMIIlRN INCORPORATE[) N THE GRADING PLANE AND CABLE TV MONSON CABLE SERVICES) 141004!44133 "CATION IL © q SHEET NUMBER t WALL ILL NOTIFY THE CITY 6NGINEER•S OFFICE 40 HOURS PRIOR TO mg CURB INLET (AS NOTED) 4EA $ BIGNN NG ANY WORK ON THIS PROJECT. PHONE (81 H1) 044x070 PROPERTY BOUNDARY 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. N W oo ] E (STING WATER MA PHONE: NUN 044.0070. ALL WORK PERFORMED WITHOUT DRAW OF i .. INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL ff to t d c 4 n.q:cA / 2'" 4tO 7'P-AOre S'6- S +n Pei SED d� G4 92i t/ PROPO WATER MAN $ W — 48G LF CUM INLET C C. GRADING / 9) 5 - 4 9 - 7 L 2 Z- 1. ALL GRADING SHALL BE IN SPECTED AND T ESTED BY A QUALI S OLE ENGINEER ER I HOOM THIS E 1 AM TIN EMM OF WOW FOR THIS PROJECT; •T!y_IT f FIRE HYDRANT �N 1 EA EXCAVATION ER $ CLEAN OUT ° PLACEMENT AND COMPACTION OF FILLS AND TE ST BACKFILLS AND HAVE DERIOISER RESPONSIBLE CHRIS OVER THE DAN OF THE PROJECT AD COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DEFUSE N SECTION SHOO OF THE SUAINNS AND PROPEBSIORIS CODE, AND THAT THE AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON DESIGN IS CONSISTENT WITH CURRENT STANDARDS. EXISTING SEWER S. CATCH BASH • COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS I THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY AND TESTA WERE MADE BY HIM OR UNDER HIS SlPERNSION AND THAT N HIS THE COUNTY OF SAN 0=0IS COINNNED TO A REVIEW ONLY AM OO■A NOT RELIEVE R,ON SF $ OPINION, ALL MABANIXMENTS AND EICAVATIOHIS WERE CONSTRUCTED N A.C. PAVEMENT :,:`:: %; :r::`.::,:. %? `'' ' STORM DRAIN - - - - - -- - -- ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL HER. NN ENGINEER OF WON(, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. EMBANKMENTS AND EXCAVATIONS ARE AOCEFTAM.E FOR THEIR INTENDED USE. DOUBLE BOX CULVERT — 4• THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SOWA DS AND BROWN BIOMNEEPNNG, INC• QED ESS/ F 2157 NEWCASTLE AVENUE SUITE =11 O DOUBLE BOI CULVERT ------ -------------- 206 LF PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL — CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PcOPERTIES OR CARDIFF BY THE ANA, CA 1107 e' 01 R. BR er - -- - - - - - - - - -- - -- - '0 L (0.(, 0 BEDOiN6 I WATER LINE TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO y �!� 4 y fit: —w w- PREVENT EROSION OF FRESHLY GRADED AMORE UNTIL SUCH TIME AS W No. 36190 CURB � RETAINING WALL (C 1) (8U 4F $ PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN BY DATE 7 /O 91 w Exp. No 36190 7O INSTALLED. 3. ALL SEAS TO BE FILLED SHALL BE PREPARED TO BE F ILED AND FI SHALL BE RANDY R. 11ROVIIN ROE 30100 PLACED MATTERS WD OBJECTIONABLE STA NDARD ATERIAL REMOVED DRAINAGE FLOW DIRECT VED BY THE 'lF OF CA<� ION CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. ENVNIONERIfTAL REVIEW NOTES LOO8E FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 1. EARTHWORK QUANTITIES PNAGE I PNQCE II FIRE HYDRANT, NATURAL GROUND IN AREAS INDICATED BY THE ON S BNGINEE/1. THE EXPOSED SOILS SMALL SE SCARIFIED 70 A DEPTH OF Ir AND THEN COMPACTED TO A THAT PORTION OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN cur 23,000 L Y GUT = $ L `I MINIMUM OF 00 PERCENT. IT SHALL M' THE CONTRACTOR'S RESPONSIBILITY TO BERMARDNO SASE AND MERIDIAN, SITUATED IN THE COUNTY OF SAN DIEGO, STATE FILL 34.000 L V FILL - 53, 000 LY GATE VALVE • PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH OF CALIFORNIA, IDENTIFIED AS PARCELS /A, 1B, 2A, all AND 2C, TO WHICH SAID IMPORT • //, 000 L v 10PORr • 53, 000 L Y SPECIFICATIONS. PARCEL NUMBERS ARE HOMINMTBI REFERRED AND DESCRMED IN DEED TO THE Y STEEPEST SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 4 CUT AND FILL SURFER SHALL BE CUT AND TRIMMED TO FINISH GRADE TO ROMAN CATHOLIC BISHOP OF SAN DIEGO, A CORPORATION SOLE. RECORDED APRIL SLOPES �— —� PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF 00,1070 AS FILE DIEGO. 43513 AND A I RES R C DEED TO THE ROMAN CATHOLIC EXCAVATIONS AND N BANIGMNNM SHALL SE SHAPED, PLANTED AND TRIMMED MSIOP OF SAN DIEGO, A CORPORATION SOLE, RECORDED MAY M. 1050 AS tal E NO. N MAXIMUM VERTICAL DEPTH OF CUT IS 24 FEET AS DIMCTED BY THE E4GNEMR OF WORK AND LEFT IN A NEAT AND ORDERLY 06170100. MAXIMUM VERTICAL DEPTH OF FILL IS M FEET OONDRION. ALL 81 OME, ROOTS AND OTHER WASTE MATTER EXPOSED OR DICAVATION OR EBASGIENT BLOM WHICH ARE LIABLE TO BECOME 4. LOOSENED SHALL BE MMOWED AND 018P08ED OF THE TOE AND TOP OF ALL �� CLfT St1.0X0 FT SLO SMALL BE ROUNDED WI D IN ACCORDANCE NTH THE GRADING ORDINANCE. AMA OF CUT SE,71B4 FTC 7 x FEET AVERAGE DEPTH OF CUT PES 5. ALL TIMM BRUSH, GRASS, AID OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, FILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE AMA ER PILL 2 S.474Fig - I I A POW AVERAGE DEPTH OF FILL CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY EMUS. APPROVAL SITE ADDMSi OF LOCATION OF DENNIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER 1001 QNCINITAS BOULEVARD AND CRY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL E 01 E NCI , T A O ULE A2W4111-07 AAB a eAROBL NUMBER A S EEEEEE■ / P/�IVATE CONTRACT BI U LT � MOTE /N at, '6 ON THE SOILS REPORT brATFO 4800E /N SECTION ,d /T YAF�EAV�Nl 0 t 2. . OF THE 'GENERAL D/Nl. GRd NOTES,�TNE SO /LS REPORT L'2 T/TLEO 'COMMENT ON &LUVIUM REMOr/4L FORMMOSEO CpI3192 sr+cETS ST. JOIMN'8 CHURCH STORM ORQIN,' Sr JOHN'S LHl/RLf/ IMPROUEMENF, ENL /N/r44 POST OFFICE BOX 157 Randy R. BrowA RCE 36190 GRADING PLANS FOR: NROUCE11490, ENL/N/T41, LQLlf09N /4 PREP4RE0 SY 6E0TELHNI6dL ENCNITAB,CAOMS4 119"WarF" 111�f•d�E (JK EXP T /ON, 1N6. 444,90 444,90 2/, / I 4# 6E L M UNITY �! � P � � L AS PARr QRr Ole TN/S GR40/OIAM NG PLAN d LL GR401 dO/N6 SNQLL BE ,F OOAI RED X GONE - 7 7 ��- . , � - _ ! ;f,' !N dLCOKLkINLE GVITN THE RELOMMENLkI r/ON5 AND SPEOFIWIOAM a�4v zq /qq� kmmlEo IN 4dro REPoR IPNQ6E I dND PNd SE 1) 8/ G IT Y AP PROVM C~JGES BEMCH MARK CALIFORNIA COORDINATE INDEX N•. �ApiM AMFwd M M IQ G6 • BUILT "IMWAVRAW 40G1VO. G L oESCMRNPN: 7m1� Of X155 CdP AV G1MNFlIY U1iAMpN1lWT HMe!CL C/ D « VICINITY MCP WAWI LOCATION: F' /ANT E VC/N/Td5 &6V. it SIFE'MGN AFT a.c.E. N. r. 5. NECOa /NOM: Cow" ac EkW G7c&o p // �� ! ✓ �� j "SIP ELEVATION: Al V2 4q DATUM: ��� /• I� KI �� .tar W. d7 - IM FILE III. Ra x I AwI l I e W' re 90 2/ RCC4TI(/E DCNL/TY _ 314 AR b4111ROUN0eP BY r147b4 F46R14 (01 I 140N OAT E&IM"Nr) B "CMU — N � 4 d PERf R16TE0 i/L P /PE(SCNEGY/Cf t � e Et(6T 459001/ D /lLf/ N -4o le L=6U///dCENT) M/N / / m ovIr G" TYPE 6 'CURB S GUrrE� TO SUirdGCE DUTCET PERG.Q , N " ? �l� G "474010490 LuRBPERG-1 3 I A 41W 6 41 Yee G 4 � / E � — WH E 0444196 (SL O R AS 1 J ER � AN - r/NOeRIYING P/PF 2•(. ?% 4 7: t ,/ 4e LWW 6 t Q 3'41 P441/NG o4 "6446 (MrN) ° CC�VT /6(/CX/C CONC. ' SOILS EN�(NEER r0 DE>ERM /NE ` "�p /ERR 61G�1A(4LK PEA'G 7 ACTUAL REAU /RFO s'ELTiON 40 AW MOVA'144 2C p" C�t/CR�TE fl�e�iy �i(/TT,�'i�f QEr.4�c r., R'Mff I -I " TYPiew m1max Owmawy I. now N. TS. A17- E1C /CT. ?(W (p/NEREDLLU/(S EK /4r firAll Ol4 /O v. (N/NEi(E OCCURS) R(W , CURB 04TH G2' _ 4'MI . 010. 416URIN6 940 1414 LENGTH R S CAWAI � C+ Wd r"M LC g 9 (TyP) 0 40 (5 23.5G G TYPE 6'eed l4' 2(' 0o" 2/2' 1 / GO' ❑3 (o 04'SQ" 4r2' IG /SO' r!y low w I CUV- PEI«A/1l Q 0173'30'47 4V 3/dG' G" STo. CURB E05r4[ BERM -- 5❑ N53'S8'17W G3.Gl' 6X /LT 41 al OfFAIr. B44E © N 3d't5i1G "W 3 /•QG' " " !(APB ARl6C { � °- z ClW6�P�'D • ❑1 Or o0'r7" 9(2' fG•OQ' G "TYPE 6 ' L4 G GA' /LT AC BERM -� - -iii -- e e G +' / ECF/LifRAN ° e' 7B8' " " 1 0014r 'd N OW 446WOWdW A fdAU10CE 5' eovER PFR GDR6D M - -t. REFER r0 0 !160 °02'le" REFER TO /MPTrbUEMEN rPL4NN0 °J348 R /j. 40950 D -7 FORM60MAL PROD /Ct�TYP1� fL4TCH "G34G(, ^.' YL'! A TeT Q ^�� " �Rj� PROr/EMEA/TS iN RE /NFA�LEMENr4RtX1N0 L /D. �OPL�N /NG I:DOR�'PG1N/D(TLN l0 Nrd'r0'o3'?N (4.27' 5/DE41/4LLS(fEELOR60 0.7) N•T S Ir &B 19' 16(727' 11 i,° A'SB4fC @B`O /L A10TC l2 3Go'00' 25' (57.00' 6" 470 CURE TY /G4C SECT/O dFCANG / /N /rd4 & 00 . w 3 ,V d lfrlRS @ /f "G ✓C � OETA(LS ' 6 , , I WORK. 0 I zLaYER� s4aoewGS(M�u /Tyr) l© N55'23i11'W (G.DD' 6 "TYPE'G' CSC; V T- d g / y �, V / '�' PN 44C I NCR 06 rdIL416 010 I „ 3 m T169LES TW4 SHEET PERTd/N To FYOSE I (16 (B0 °00 00 4.18 /3 /2 n �' 3 r 2' -� E ,I'r Wl Wd CC ONL . I /�, REINFOA'CEMENT 7" WORK y 05 0 58'03" 198 2. (G' N INr04"e4'NTtU6 (G 3° 3Q'00^ g98' S5.2B' M 944 D144lN 04 ° cr REErdN(.Z�i4LUr ° 010• L1 Ar4 /016 RAD/U4 CE r r4��od Kc I „ 0 (71 5' S 7 " ?l. rYPy1 .4rg 'r aac ectoelrr Li�rGELx N 11.r., m�12 /?" (2o. oo 3 ri ' I M P ll35o -0) "._'" l\v ro .w. .� ` v r V I ❑ (B•00' l9 Oi'Od" 40.0 RCP(l3 - ® N38'20'00'E 44.00' " O N25 - 55.39 Pd°R6P(110) a � LONC.IU /A/GGVeu 20 At-ovo b0 "W 18.00' 30 NGr'33' ?Q "E - 6G.JB !d "RCP( / 0 -O) PROPOSE BRLP i PRGp06ED 21 N38'20'aoG 8.(8' 74 "RCP( 1390 - b) \y " „ . QaO 22 /1 ° 04 '37" 04505' (G8 44' " �cp 2 95'(5'QS" 33' SQ•Br' „ ® N6T2G'3G "W - 8.38 2! "RCP( /350 0) F( G 7 y Q Q�� r R 8'? <0 " �' © � " S4rUO&IGS (3 C4yERS) lY/ ® N619'oo'od'u/ 2t 83' © 0140 ° (0' /0 "W - /4toJ$' ?4 "RCP((35 .7C eRON F -f rMOPV4EOewnuvome# �_ 2 No. 36190 ©y N 2f'OO'00 "F 44 -00' (0"CTO CURB 0 NK°2339 "011 - 187 /9' w vt o l w -0) Nr5 Exp. 6-30-92 1 ° " " , 8 0174'08'00 "E - /40.00' ew "RePCISOO a) PROR7SED �T PG NG7 57 /4 W (5.00' G TYPE G' C�0 BkbIWO/rLN7 OF CA`��'� STREET UA/DERLUT 9 � 2T r80 5' rb•7/' O 01871020 E - /.G•0o' ew"Kepo-aoo -O) . rMeW 009M 09WIIN /M/L T �irmet f mmorcerlow{/ t8 (4 -y6 d! (BB' A-04' " !0 N8"J 38 Q2 W - 70.00' (2 PdL v U ® 92'09'/2" (5' 216.13' " ll 0125'30'30 " - 1( r2 Al 7# " 000 W - 25. 00' A#onP (850 -0) —_ Y � p90P06Ed TYPE b' COn/C. OOUBCE 0 / G" 00)( eucv6RrPEe46W40 5;1- 7,7d ° (96F-ER TO SECr(ON N H' rH /S SHEET) a lQ N (3'r8'0o "W - 7r.20' „ . /3.5 � , s. -- • .•.•�.. A , / �- JECT�O /V P �•� � RQ*t�fOLAff.GbIUBCEBOA' EX(STGONG.BOJC • .,. N coNL. vouacE6oK ilu[vi�ItrPERSOKLD L UC vERT CULVERT rO /;'EM4(n/ - Q o/ 516" d6 00' (00.09' NTS. / 47 1691 80 dr(ov ? d I ° CLd6L /f /447/001 'g' m y n lG 58 °(B'd3" 30.00' 30.53' ,. ... -- R - - (1 0117 ° 25'(1 "E - 0•G2' -_- { l %i p C � .. - 'CT�ON , ��5 " N C'I ! �� i SHEETS G" G ' O 4 G'" �, (r" l✓ r5, GRADING PLANS FOR: AS — B I LT a c I AA10 I) N-Ta CITY APPRDNED CHANGES BENCH MARK �Pk No. Dpwriplo n Approve/ by Dow DESCRI/TION. rOP OF BRASS CAP /N COUNTY M0A/UMENr WELL °r Ce 3(4L Q '16! e'll1 /Lr'1#A &WA0WA1 dOOBO RAJ A!"I�ROVEV: dl ww Rand R Br n RCE 36190 3/f1/'12 ,,.,,�// CITY Ac -�.x 2Q wow t ier wAa aerbN "(iclJr. 'n'� LOCATION: 1Nr ENC(N /rAS esCVO d ALEMHN Gl? /"�f+s (� Lt�r.,� R.c.E. 3 O y RECORD FROM: COU OF 44AI 0 /F6o - � - y ( Grad ELEVATION: 3 DATUM: 41LLCGa O( K�`t PamitNo. JOB 01 0. 87- (79 FILE N0. IS 2408 | | � | U U ol OFT WVK'g WPM Meer OF 7r f2' rF 009&tV (Al IN AFAVVC .5 PC MAC MOAVACO rGw 6 \ No Alo. ?34L 4L B. 7MCK ZY mol S. BUILT e CVrin QD A AdAl 0166tilro W4 46 44VgWrFe 4 9W Lj 4, LLI t e IVIAI PRIVATE CONTRACT WE T ca F?W ac: V) LAJ A. Mo. Joltpu m Exp. 6-30-92 G PLANS FOR: CITY APPROVE0 CHANGES BENCH MARK App bv Deft ... ... CALIFORNIA COORDINATE RECORD FROM: ELEVATI n � I . I2 . Of — - , � I - I I _� .- - . .11.11.111.111, -.1.1 ..__ "', I ,", 11 , - " _ - �__-1-......- // ,�? I I , . . 11 , , � I � , / I ? ?--- .1 .1 I - .......� �. .... - 11 .. I - - ---- ,_�� , / I \,\J ,I � �, I '/ 1� �, I I ,. � . � � � - - I I � 11 1, .:. :�.i 11 't, -.- , 111 I . , I .111, - _-1.11--- ----------- ,- – , I \ -... - 11 I—. .. -1. - - - 1. .- �. I - .. .1 . 11 .. .I f 'T_�� : _. -_ __...�, �I �� --/----- – I , . .1 . I . ..... _'. ? - � .10 - 11 . . � ... :,:�I....... � ...... .�.I_ � . "'16 C, �I 1. � \ ", w r 11 I 1- - ? I �_::: :_ 11 � c .. I ; _� I -.1-111 . 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