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1988-8253 G (Plans) DING NOTES A. GENERAL B. NOTIFICATIONS E. EROSION CONTROL f 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CROFT- LEGEND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A WILDER AT 942 -0612 RIGHT -OF -WAY CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE PROPERTY BOUNDARY STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHOWN ON THESE PLANS, HOWEVER: AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT EXISTING CONTOURS _....- ��.....,,,,„ REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PREC::UTIONARY CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION 4 MEASURES TO PROTECT ANY EXISTING UTILITIES OR 2. ELEVATIONS 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION STRUCTURES LOCATED AT THE WORK SITE. IT IS THE OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. ('�(J -•� PROPOSED CARDIFF PROFESSIONAL OFFICE BUILDING NORTHEAST CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED PROPOSED CONTOURS ,._.__AQ -� CORNER OF CHESTERFIELD DRIVE AND NEWCASTLE AVENUE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. CARDIFF, CALIFORNIA PREPARED BY HETHERINGTON EXCAVATION, VERIFICATION AND LOCATION OF UTILITIES AND l PROPOSED ELEVATIONS + JE'I- ENG IN E ERING, INC. DATED JULY 22, 1988 SHALL BE NOTIFICATION OF COMMENCEMENT OF WORK: 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE RETAINING WALL HALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS SEWER (CARDIFF SANITATION DISTRICT) 1- 619 - 944 -5079 CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. AND SPECIFICATIONS CONTAINED IN SAID REPORT. SAN DIEGO GAS i ELECTRIC 1- 619 - 436 -2401 3. APPROVAL OF THIS PLAN DOES N OT CONSTITUTE APPROVAL OF PRIVATE STORM DRAIN S:7LET ■ WATER (SAN DIEGUITO WATER DISTRICT) 1- 619 - 753 -1145 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PACIFIC BELL 1 -800- 422 -4133 MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 6" PRIVATE STORM DRAIN PIPE SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF CABLE TV (DIMENSION CABLE SERVICES) 1- 619 - 471 -9000 UNCOMPLETED GRADING OPERATION OR U NFORESEEN IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE CIRCUMSTANCES WHICH MAY ARISE. CURB OUTLET PER ll -25 APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 CONJUNCTION WITH IMPROVEMENT PLANS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE GARAGE WALL 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PHONE: (619) 944 -5070 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS 1ST FLOOR FOOTPRINT RADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR CONDITION. INSPECTION. PHONE: (619) 944 -5070. ALL WORK 2ND FLOOR FOOTPRINT 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING TO REJECTION AND REMOVAL. OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE GRADING PLAN SHALL BE INCORPORATED HEREON. BUILDING COLUMNS REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO C. GitAiIING GRADING. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN CONCRETE PAVING AWAY FEW THE FACE OF SLOPE AT THE CONCLUSION OF RACE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A WORK DAY. ASPHALT PAVING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND CONC. CURB i GUTTE!c � !"^ ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF 9 ALL RT'MOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN OR A LICENSED LAND SURVEYOR. TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED PT-A AT THE ROD OF EACH WORKING DAY WHEN THE FIVE (5) CONCRETE CURB AND WILL DETERMINE THE SUITABILITY OF ANY FILL DAY RAIV PROBABILITY FORECAST EXCEEDS FORTY PERCENT 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE (408). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM EACH RAINFALL. RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 10. SEOULD GEi1[INATION OF HYDROSEEDRD SLOPR$ FAIL TO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN PfAOVIDE EFFECTIVE COVERAGE OF GRADED SIAPE'E REGULATIONS. ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL (got EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) INTENDED USE. STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAY$. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT ©OMMVATIOW. PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED , WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO �IL ��iu.L PREVENT RROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME it MW M RI r A REGISTERED CIVIL ENGINEER IN THE AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE STATE OF CALI!!m a, PRINCIPALLY DOING BUSINESS IN THE FIELD II BEEN INSTALLED. OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED WAS MADE BY ME OR UNDER MY DIRECTION BE'NEEN THE DATES JULY AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 15, 1988 AND JULY 22, 1988. ONE COMPLETE COPY OF THE S&ILS SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE REPORT COMPILED FROM THIS STUDY, WITH NY RECOMMENDATIONS, MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE HAS BEEN SUBMI•PTED TO THE OFFICE OF THE CITY ENGINEER. SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE THE RECOMMBNDATIOZIS INCLUDED IN'THE SOILS REPORT FOR THIS FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A SPECIFICATIONS. MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPRSAD, WATER AND COMPACT THE SIGNED: FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SCR NO•: , ' �oQ-6 4� 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH �' �� Nf.tHfq� s NM' GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS A SEPERATE PERMIT IS REQUIRED FOR GARAGE WALLS AND MILL SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS "h `-? PROCESSED WITH BUILDING PLANS. SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE t xn D!re ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER \ ±.` ! +� CUT: 2 80 EARTEWORE QOAN2I22ES ON OR EMBANKMENT SLOPES WHICH EXPOSED OR EXCAVATION r\ �. \ H E f -- �` �f.CA 2,800 C.Y. LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED _ LIP FILL: 200 C.Y. OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN EXPORT: 2 C.Y. ACCORDANCE WITH THE GRADING ORDINANCE. S. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE LEGAL DESCRIPTION MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE vans LOT 25 -30, BLOCK 30 MAP NO. 1298 DISPOSED OF OM►! THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT.IIND I NEREEY DECLUIR THAT I AM THE ENGINEER OF WORK FOR THIS PARCEL NUMBER RB FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE AsiRSSORA APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED DESIGN OF THE PROJECT AS DEFINES IN SECTION 6703 OF THE 261-06 Water Notes FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS DISPOSAL OF ANY SUCH MATERIAL. CONSISTENT WITH CURRENT STANDARDS. 51211 AEG 1. Owner /Developer agrees to les r Gal I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 2187 NEWCASTLE AVENUE and spec Water District rules, regulations, specifications. egulations, SPECIFICATIONS BY THE COUNTY OF SAN DIEGO IS CONFINED TO A ENCINITAS, CA 92007 and s D, Lhma~l G. REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 01 R / 2. Owner /Developer agrees to bear all cosh rxwWITI= SIT to adjust or relocate existing water 1• ALL SLOrRS SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE CARDIFF SEASHORE PARTNERS facilities along with any new water WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL SOWARDS AND BROWN ENGINEERING, INC. �q P.O. BOX 968 CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND 527 NORTH HIGHWAY 101, SUITE E ti improvements required of this project. . *.NCINITAS , CA 92007 ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. SOLANA BEACH, CA 92075 9 3. Wmer/Deve agrees to, install at his 36 90 CITY PROJECT I.D. NO. C -88 -026 Exp. 6 - me expense; an app approved baokl�low device where 2• FINISH GOADING AND PLANTING SHALL BE ACCOlELISHED 0!N needed. Backflow devices are to be installed ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON BY NDY R. BR RCE 36190 E DATE directly outside City Right of Way. Repair, COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND RA F ' maintenance and annual testing of backflow APRIL 15. devices are responsibility of Owner. Cp`�EOQ 4. Utilities to maintain 5' separation when paralleling water services, electrical and AS sum. T PRIVATE CONTRACT sewer to cross under water mains unless ,,��s,,� rE - PERMITS (�T given written permission by Water District. 1 ��O � /� G7Y OF 6 - - ENEETi 5. Owner /Developer agrees to bear the cost to \ �. RANOY BRLO6t v Q4rE REZONE PERMIT NO. GRADING PLANS FOR: _ either relocate existing fire hydrant or - u4eareaf,cco cX grant to San Dieguito Water District an RCE 36190 6KPIR€f.' 6 /30/!e SPECIAL UK PERMIT NO. t /fir // easement for existing hydrant and supply /`/ � 'ry /p/�Qr/ t / ICAW 4 water lines. - nslv�esrcE e� TENTATIVE MAP NO. vM�/F (n6. /+s I�/G C/TY AA4WWFO G E 0 COVE �\ �o s hW�blO✓ _ BENCH MARK CH�::S1l�/�F/ . . b\� Ib, DperiNl�n or Din CALIFORNIA COORDINATE INDEX ./0-/663 Y� -A&V kklo Ave: OEECRNTION: C ROD N/SrA*4a O O/SC. As - eua r 4 ,4rdOVV Oc 137 n " LOCATION: 4401V6 d.T. N S F 0LI' W /OO' Ed3T OF i Or Tim c. . ol6 "l4I9;T OFA400ZdRTQVE. MN EUJD sfW 1All" / / III L r E� *[Como FME: �(fIVTY� �' IV ELEVATION: DATUM: 4 A(400 ffoerwra . warm! nr��esr 410 AO 66-4?/ FILE M0. ........ . .......... . . ........ . . . ........... . ......... ..... . ....... . ......... . . ...... . .. . ......... ....... . ....... . ...... . ....... . ..... . . ....... ...... . . ....... . ....... EX /5T. m7iwm&7r-K4T 7H/s Lowtot* 'W Y4' k' �V4LVC5 NEW f NW6R ME 7EW LOCATION AVrE*fWArC9 &X,577A6 606UX54r MFTFR 70 06 PWIAW60 PeW 0 W.P colve Pd vzN& 4C AbV6M&,I7 40e=10N OF FUTURE WIAPMOVE9 66CKFOW OC-VIW 5154FCr(OM CHECK PER .5 10 w 10. 1 At j &'CUKO C70 77r-K f rype 6 C. G. pwoms'!F N ger W&.L -010'6LOW (me) /W.00 0 d1w ...... .............. ... . ...... xx: .. ...... . . ........ ... LO g X 44 X ., ...... . .... ..... X. MAP. .. ....... .......... . ............ ...... . .......... ..... .......... . ....... . . . ...... V .. 40tftF,+fEAlr ............ .... .. ...... . ... ... ... ........... Pmvm5eo rw C. 0 . . . . . . . . . . ..... ...... Xx ......... . ... ......... .. . .. . ..... .:q: Xwp ........ ... XV. p J.x IWOW .. ............. ........ .... ... ....... . JIr4 t. ...... XI. p X: Ad TO A10K'rH \0 L 0, i ev, AvWdrie STOW P e.0% + 4\ 7/ 10 A, nn RAGE ff 6( 6 P49KOW \� � i � � - C,C'ETr�` - �, t cov to 19eevoeAt%6 OFPC-Iffl or 4mZrrxwlvzz To THE cay or eN6A1tm5 mnv \ ti Coe. No. It agrl4v a Vu /_/m/rg 01 semw FLOOR g �, `� 2 FLG�'Q f = 93,i r— fo Rmg 'OF. 6zv r-taW FF ,- ® � � � � 1,� cuAS t 6urrER 15 & R*sr awK EXIST. WAS RAl9rFLaW 30 p 70 w fflemoveo exl5r PAVEMENT — 7MW"WWMMMWp 10% 70 cr 1 *- 0 P C.) 1,5r 0 a TO er /I" fol K - FOR E4RTH/MD�tK eXrENSION - ��;tgv I-Al C-C aip� WALL IN lffl 0. -(o 4\ +74+76 -° 477 I WAL PAOMA6 C Alw0exe 4 A/p cod V ! 9 V, Y"t+l All! A4 WILT --o ft) VePOATZON OF 1?1(5HT OF WdY)lr-K ax.NO. 81-.NMso N-vo/olooll w 0. 3 tove 4 r rsEfl to 0 Ad aelfm olq;pl . . ...... R41voy ltq+ eRowtv owv ... A4 co rc I VA . ..... --- - ------- ?W6 No 6xto(R64: 6�wlpg P__ ........ ....... vto 0 , I (1� fa.. 0� / �j � I I "', FE.SIS/0+ 1� �l 6 ki 10 10 4 NOTE: ALL WOAXiVININ R)BUC C4VSrMW770A( JOWr I'll orl&Alr -or- WAY Sugv6cr ro R smmaev lrx7mr - oF - iv,6 y .,161 qo m+ oso - irl&,qr Of f PERMIT. 'V �� - �� -_ - 'r� Of C \S fj� A IEWCA r2 AVE/1M li AIEWCAWICFA WMAF PRIVATE CONTRACT litV..X CWWWF&W Av~ OrY 0: 6WINITZ9 arfsrfR ­W4_rC-9 V4LVC5 GRADING PLANS FOR: '` �� \ OZE ACME NEWWrLe AW Cq 4 f greRFIELO qg1j16 #0 ar46flPrION EIJ eY I airc BENCH MARK CALIFORNIA COORDINATE INDEX A8- BU/Cr -01-UlkIA19 DESCRIPTION: 0 CW fiva W16WAla dl?o AWC 4 0 400 FF El- EV CP L "I Fp)fovrA9 \PZ \���1 _uv alI/O Aw. 4"n ll'W#66L9ropLlvlc�v 974A,*zFP 40C 15 enry 6%1NEtw 44VACC LOCATION: 4WN&,d. 94XfiW weig6raoic 6F �� � ` � / [. &VI460 CI-641 OF t%fl(IA14 77M!�*5 f JbW( 57 9" EUJO *V 091lerelAF 41 OW #4W WALLS R E C 0 R 0 F 1 M: COUNTY 0 F 514N 016&0 o,odiFq A 00 w4 iwg, -4wfl g roouf miml ELEVATION: 70. OATUNI: Le-C-f&- WINUY holo F94WYW 41rlu,-164 c/A0 No- Ab - 121 NIQ1 R1W .. . . ..... . ....... ...... . . .......... . ........... .... . ... ..... - - -- -------- ._ _.........._ � ..___ _....._ _. _... .. ... _..___ __.._. __..... ... _._ _.._... __.. _. _.... _ ,.,._ ... ....... ,. ..- .....__._ ,.... ..d I WATEe V4 L V4 45 AtOM'A44 7W &XS77Alr7 606NXrS id r ALLEY /runes A*440 AllreH 444&Y AdS Ar'a#*r_10 no ...... A/0 moo MAID f AdAV64CPS 1 &AW 14614 (7W) 3 1 Yb r �� � � i - � x/sr � "�vc P� /vdrESm�rr � 4C P4VIAI& -7- + 71-0 VIN . .. .... ........ ........ 1 19-ec eb" &VnEr /tt lp 0 /0 I rk =_e 0 F 4r- -C Va1 770A 3-° . TO THE c/7y OF eN041m5 GAR PdtfKh AS cox. No. 91-W!115i 10 0 UM /TS AF 6 ZO 1 EXSRAO& eth*V AWV 6VrlEW + 70 pA • V V� .V E �� 15 of RA% r Fzw1? -40 4v Ft*vr RAZW &Ile VIA 6 BE Amm 10' O 7- 0 ....... ........ . 1 �7 ol NC •46 PCM _ V2 4 77L . 86A104d675 COURrENE HIGH W&L OP.OAWA6 6AVA&E 4-09 40 LL OF RX-447- OF WYzr /V —oxivo. A?-384%0 2/Zi/82 14) A6 A, - L'( - 1 7� 10 I (? gAAloy tt BROWN aaTc o & L\ gee _Avilqo 613014 Tel ! sm 2 4 th K., lZ%cVESS/ lio&XOO ALWC4r2 *KtAE- 4- LIP, A4 VEIVW i�•00 44W�r-I&PAWNW o. 36190 rm e� PRIVATE CONTRACT E p. 6-30-92 7F V4LVF-,-r7 3 F C &eWIND9 A Of aVY, &"/LW CM7M PUN FOR &KciYWTbF 44WAIX —AWWedSrZ.= at 07 4POMV6_0 41-1,4A6Ce-7 BENCH MARK CALIFORNIA COORDINATE INDEX 4/0-4435 \ 'z\ IVO• 06 Afi� �Wey CITE DEKNIPTION: COOW M49 W1_4Wl404AV a-49C 4A90WO IK7 O am)* r A&V C4WO AW. iquit- r ",tv .4T4kffVP QC 137 C/7ry 6%/Neitw \ ��� LOCATION: 40A& AdIf 9-F RWLAVAP 100'6 OF jJb'W4F00rA4XA #i�dk &JJO AVe Alcofto F ROM; C04IN7Y OF -44AI 4IC60 Lid. l c o_x%� or"" i V1011 hOi ILIVATION: 70-41' —DATUM: 7 Y doe No M - /Z/ ,p � ;aGTE2 i/E F G� Tiow s NOTE." MA7CtI �Xr�51 /NCB ll�° /� fi `� u A .., ALLEY a/# ledNL.�,4 Mq dL LEY Q5 ,PJi3O? rye/ Z�o /GY> f flrt/ - S/ ro -. NRi /0 0 0"w A � f j I o " o ill r /4 " Z114. t e ` ,�t i't/L17E it . ' I ': G1�K45 / 07e 71.. / L 3 v ' Cpl � �� �n�� { �' _ EYCk'� 77 $ / t0' 1" Ol��t OF �t / _ TO 7NE Cry OF a/ 1Tl g c roc_ . __ _ y \^y y GGG •` fro. Y. Y � y � �... ...... . . .Y d 3t l _ , _ ................... ..�.'^ 8 _. _. ,_,CfhtrTS UFSECONDFiGx' F FF•Q�rrta /cry vurr -f' C /A4/TS oF F =7kNT' Ft,CX)R Ill 'Or FmTr R-4w Z' • ..e 70 �VI71 Y _ o � e . a w ovw „ � �t$i ' l ^ 7 w . v. 1 J 5 L 10-0- i e•� `.n. - i � 5 „r / �`^T' a.. d _ / Ian l••r 4'.7C'tf re Wil JI r 1 t O/04770& OF R16liq T 01 (/l r !i'Et" J q� >V q F ...... ....... w. :..._._„,s,,,..,,,,..,..,.,,,.. ... , . ,, .k --P .a.... ,..,,...... ,.,...,....... ,,._ �..,,..,..,.,,. „„:�,,. ..,.,.,......, .y,. .,,..... ,.,,..,...... ,. ...... ,..,..... ., ,.,. - ,w, �..... _.. a.... ._.ewm.. .. p._.. ........_....._.....,�.....1.. ..._..._... _.v._._.. ....,... ..... ...... 'P p I . - . i i 1 "... ♦ �.. •• may. "yam" 5 g , A 4.�� � ��i+A' T. �y �yq�s ° � . � � . /�y � ��7 y�y-•� �g� 2V � {Nl p� � ?' � �ti :.;. e'Y�a t °Sl ?T6/..:A;.� °- u✓I4 c iN 1 e C.74 ` "" x�/ _°'�, s� 1j rt ;, ,{ f ' Pi tooll N6NC45TLE 4VENG14E " r/o 1 ti�ivi� PRIVATE CONTRACT AL /K�bL CITY Q� EI�C /NITLIS fNEETf v ' d ` GRADING PLANS FOR: 7F„ CM YrOW/RLo ut f 7 �/ .: NEWCdSTrE 4WNX � MW.s,4f °W. F C'f�fESTE� /ELD BENCH MARK I CALIFORNIA COORDINATE INDEX ,310 LI $y 9LW AW-. S tu•. DESCRIPTION: CAMP Rt70 W /STdNG�IRO Gf9C 474li ED OC 07 017r y 7Y�D LOCATION: 444l G•T. j SF. )i kt f7 100'6:A67 Of if QP GTY PLdN^lER Q / ��/ / Ti@Y�t'S f GD' (NESTFA40ZAP7" 4r S4A/ WJO AYr Weld / / /YILI� RECORD FROM: Q0W7Y OF QA( A l Q� c. /! w +M U � ELEVATION: DATUM: U.S•C. {G �� h.w n No coil 0 . 66 - /Z/