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1216 COUNTY OF SAN DIEGO TRACT WORK TO BE DONE - 4291 I GENERAL NOTES WATER NOTES IMPAOVEAIENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS THE CURRENT SAN DIEGO COUNTY . A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF I. WATER MAINS, LATERALS, AND APPURTENANCES SHALL BE ENGINEERI NG DEPARTMENT iiANDARD SPECIFICATIONS AND 1PECIAI PROVISIONS FOR IMPRO OF SUBDIVISION STREETS PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF- CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS WAY' OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR AND STANDARD REFERENCE DRAWINGS SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD 2, THE STUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. DIEGO COUNTY STANDARDS ANS AS APPROVED BY THE MATERIALS I LABORATORY. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING F I 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT MAINS WILL BE MADE BY THE CONTRACTOR. I DESC RIPTION DWG. NO. SYMBOL QUANTITY 1 CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OT THE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER PROJECT BOUNDARY. MAIN PROFILE, TOP OF PIPE IS 48 INCHES BELOW I __ ISUB• B_I! A.C. PAVING 3T2G 90. FT CENTERLINE FINISH GRADE OF STREET. I1 3 IIGO 9Q,FT. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY ALLEY S HEET A.C. OVERLAY I SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. +- + �- CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. (M I 6 TYPE n G n CURB 6 GUTTER Q -2 I ,.: .-::. , . •.:.. 93 L. F. 5. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES CALIFORNIA DIVISION OF SAFETY FOR ALL W 1 TRENCH WORK. I I STANDARD CUM G -I 50 L.F. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE �2 SC, gLEIn` ' AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THER ARE NO 6. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO i ALLEY APRON G-21 S-17 ':i OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE , ,- :'�-, 2 EA. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY SIDEWALK WILL BE CONSTRUCTED. W SIDEWALK G -71 �•:': }:;,'• i:,`:�'; 4TOSO.FT. MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND a PAVING P.C.C. 1404230.FT. ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 7. PROVIDE MANUAL AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS LEGEND �T IN WATER MAIN. -- 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE o SUBDIVISION BOUNDARY HASM STREET LIGHTOOOW) E -162 I EA. DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 8. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE I STREET LIGHT «-- CONSTRUCTION OF NEW WORK, CONTRACTOR WILL MAKE EXPLORATORY COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY EXCAVAVATSON 1 (yv) WATER SERVICE W EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUF- WITHIN EXISTING COUNTY RIGHT -OF -WAY. WATER (EXISTING) I EA. FICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS \ SEWER(EXISTING) (S) SEWER LATERAL S 2 EA IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF 9 THE DISTICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE -� y �- �- SEWER(PROPOSED) S EXISTING FACILITIES. WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS- s BLOCK NUMBER 1600 CUT OFF WALL G•22 I EA. ALLEY A SHEET 3 OF -WAY, PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE DRAINAGE FLOW 7. THE CONTRACTOR SHALL NOTIFY THE,SAN DIEGO GAS & ELECTRIC COUNTY DEPARTMENT OF TRANPORTATION, BEFORE THE WATER LINES I SUB. BDY. GUARD POST D74 -A 0 0* 3 EA. COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. DISTRICT OFFICE. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT SIDEWALK RAMP PER DETAIL 4 EA. ARE UNDERGROUNG INSTALLATIONS. FOR LOCATION OF 10, PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE / ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN RETAINING WALL C2.1£ C7.1 ® 1374 $F CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. DIEGUITO WATER DISTRICT SPECIFICATIONS. KEY MAP TELEPHONE: 232 -4252 EXT 1685 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION 11 1 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO SCALE 1 =40 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ARRANGE FOR INSPECTION OF PROJECT. COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. TYPICAL SECTIONS NOTICE: ALL TELEPHONE SERVICES WITHIN THIS THIS PROJECT 12, FILL AREAS MUST BE COMPACTED TO 90 PERCENT, PRIOR TO PIPE BOUNDARY ARE UNDERGROUND INSTALLATIONS. FOR LOCATION INSTALLATION. OF CABLES AND APPURTENANCES CONTACT THE PACIFIC R/W /f CALTRANS STANDARD DRAWING NUMBER S61 TELEPHONE COMPANY. TELEPHONE: 1 -800- 422 -4133 (MON THRU FRI 7am TO 5pm) 739 -3031 (AFTER 5pm WEEKENDS AND 26, 301 HOLIDAYS) I 17 O OW c 12 e e 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT 5' � THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVE- 51 MENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED, ' 2O 6.5 R/W I 31 OLO E PER / 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE UNDERGROUND MAP 52t �•I INSTALLATIONS. FRO LOCATION OF CABLES AND APPURTENANCES ~ I Z I 4 CONTACT. TELEPHONE: 746 -6666 <: W,09 PO WER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN Jwt.S` 45° ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE AC i9IYArC .4; Woev '•� 61 . LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS SSE 't AWlrl 4 9Vt /N60YER 4 "APPROYEO BASE DEDICATED TO THE COUNTY OF SAN DIEGO. .� ,' f - � .' ♦- .,rrEO.rA " -� .Q a :,. Q '• 12, THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY VULCAN AVENUE S,w,w ALLEY 4; SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING N.T.S. (PRIVATE) BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER SEWER NOTES N.T.S PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE 1 W WI THE LEUCADIA COUNTY 14• SHOWN STANDARD MIN 4 INH CRUSHED ROCK BEDllING DRAWIINGSZ: 17' i SIDE WALK RAMP DETAIL I 5 INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE 8 g 5 THE COUNTY DEPARTMENT OF TRANSPORTATION PRIOR TO EXCAVATION. IF 2, THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS, PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED TO ANY CONSTRUCTION. 0.31 BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPOi:TS SHALL ' - I I BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. BE SUBMITTED TO THE ENGINEER OF WORK AND THE DISTICT / EXPENSE. INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER CONNECTIONS. ENGINEER BY A QUALIFIED SOILS ENGINEER WiIICH CERTIFIES 13. CONSTRUCT A LIGHT SYSTEM CONFORMING TO SAN DIEGO COUNTY STAND- 4 • THE DRAWINGS AND SPECIFICATIONS. THE DATA HEREON ARE MADE THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS r. A PART OF THE ENGINEER IN ACCORDANCE WITH ONSITE EARTHWORK SPECIFICATIONS •= _I ARDS AT NO COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: AND DISTRICT SPECIFICATIONS. 1-- C. 0. PAY/NS OVER f > N (i) AfYl F/,I7Y//PFS S!/fYL !/ /,pEsoloe1v j1R1lt;PL / "11,5DU.PCE. 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE 4"APPRY/YE0 SASE W APPROVAL OF THE L.C.W.D. ENGINEER. (1) ,u 1 lEPCUPY Y4�GR oaaPre M ErsdL 11 2e OQ $p0/UrYI ALLEY "B" I HEREBYAGREE TO COMMENCE WORK ON ANY IMPROVEMENTS a Z/W► ° -V//,61'L .BE W9/NLEQ 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A (PRIVATE) N . T REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR N SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT- OF U THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. GENERAL NOTES (CONT.) PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION 14. RAISED PAVEMENT MARKERS FOR EDGE STRIPE TO BE INSTALLED BY PLANS PREPARED BY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE 0 AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH Q OF ALL OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER DEVELOPER. CENTERLINE STRIPING TO BE DONE BY COUNTY, ICNAT2MAMMTIIOEIrIpM rlASSOCIATE" THIS PROJECT OR UNDER MY CONTROL. SPECIFICATIONS, - ww uw ww ai...w. toa 15. PRIVATE ROAD STRUCTURAL SECTION SHALL BE A MINIMUM OF 2" OF OWNER: AWYAaIAA /MY/fllA!_.*.gAW 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF ASPHALT CONCRETE OVER 4" OF APPROVED BASE. GRADES SHALL BE A YE.VliNr �IREVlV CIVIL A TIIAR�N; ENONNERINO BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. MINIMUM OF 0.5% AND A MAXIMUM OF 15% AND DESIGNED TO DRAW THE ADDRESS: A 4W1Z0~,V CAW r Z, C' SURFACE WATER PROPERLY. ADEQUACY OF THE STRUCTURAL SECTION L!L!'AA�A. 9. ALL MAINS AND LATERALS SHALL BE CONSTUCTED WITH A 48 INCH AND SURFACE DRAINAGE SHALL BE INSPECTED AND CERTIFIED BY THE CA f1O 0 MINIMUM COVER. COUNTY ENGINEER. TELEPHONE: JW1• /N! t 10. ALL LOTS SHALL BE SERVED BY 4 INCH LATERALS SET AT A A SOR P L AfF Di/ Ol O y, MINIMUM GRADE OF 2% WITH A DROP OF 0.3 FEET, AND AN INVERT lA DEPTH OF 5.5 MIMINUM FEET BELOW TOP OF CURB AT PROPERTY L /SE Roy -74 YENTU,pEP X LINES, UNLESS OTHERWISE APPROVED BY L.C.W.D. � N.T.S. 11. STANDARD SPECIFICATION OF L.C.W.D. FOR SEWER CONSTRUCTION PERMITS PRIVATE CONTRACT z ARE AVAILABLE AT THE DISTICT OFFICE. Q /9PUrEar'T p E, 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT USE PERMIT &/,9 L- PERMIT COUWTY OF SAN DIEGO 3 2E � THE EXPENSE OF THE CONTRACTOR. L - D y � DE�T1�T OF PUCK: WORKs REZONE PERMIT N /.9 SMEET N M E M`t, 13. JOB MIXING OF CONCRETE WILL BE ALLOWED ONLY WITH THE IMPROVEMENT PLANS FOR Q ' PERMISSION OF THE DISTRICT. TRACT NO c` � 29� � FLOOD CONTROL DISTRICT SEWER AGENCY 4 � WATER AGENCY CoLIN-r'Y . cn I °� s APPROVED CHANGES BENCH MARK SAN DIEGO COUNTY FLOOD CONTROL DISTRICT LEUCADIA COUNTY WATER DISTRICT SAN DIEGUITO WINTER DISTRICT N.. Owny�.. Mn °vE b Do a) PRECISION I OESCRI►TIOR: V -1 SUPcw QE•NCf/AIA*rk "wan �p 40l 311984 LOCATION: I/ t ' A'/A S' /M& L/687 A 1 !/, / 4 � R APPROVED BY= a c �w! E r YS APPROVED BY* APPROVED BY - ew� MICROFILMED -�-- RA/[ Of �itACAi 4! O O GKl'AN I'E• {{ , .�•w..I.wA: crwrr b: W ,,, RECORD FROM: _ VICINITY MAF' DATE 7 �0 87 DATE - 3��G��y �- -�� try M��! ,� �^` T .M. 42 ELEVATION: DATUM: iEF�FATZMA C E. 32161 ;2 5, . 91 -I s PRO ✓ECT NO. tX5 W FILE M0. BAA244 I I 1 I 1 r TAE i 1'. C!. L E V. E L E V. , +0,� ' UNLE$S OTHER- I I l ; ' 1 , I I I I f { I I a ' I , I eI BE f ie_ d } • I 1 } I } 1 ! ; i « If - + — � O Vj { h O ` O I p It I I i 1 { I r i I I , 1 a 1 ' I } S" Y 7rE ` ' sa oa � ✓ cep a y ` , i' ' { I : : �r f�•AI'lI1FE t , PROFILE SCALE HORIZONTAL I "= 10 - Q h C VERTICAL I "= 4 Z l k IT R A C T 4 2 9 R W C� O p R R W a + +@ W O g R p . 24'TYP LAYOUT OF 270' �v W O > 4i �' $ q Ci ` M n O y , OF LYlUBLE w#1 re CERAM /C h `yT �R� QW O�Qd p XTN MARKER 7 \, � n� y 2 MARKERS 4'0.C! EVERY 0 a �� I. W �� m - W M " �' % 8/17 A ° \ ► �W O O h N R o ° a �' `� Q� ti@ '� ° \a APO o m R /#STALL 3 TYPE N -4 (AMBER 2 Q * k � * �' CLEAR ONE RERFO- 4i O W W ti 8 0 .Gi 0 REFLECTOR /ZED ) MARKERS, �' hQ v T /VE PAVEMENT MARKER M �b 2 kij /B "x /8 "x 0..Oi3 "ALUM /NUM II O W ON 6' CAC TRANS .474- A POsT 3 AW .' UNDERGROUND TELEPHONE LINE) T ( s •� f °�• I z " T o o ti EX. R W NDERG&OUND TELEPHONE LINE T T b , R� oe Z " L . ' 4W Q wr :: I ?ate_ O oW a q ,� „ .., so o •y W W ' 2 Q � F- U -. z O Ww .« 1t W� WW N SAW CUT ALONG ' Q S S S S S S TRIPE EX. f STR /P /N6 AS NECESSARY. (TO BE STRIPED BY COUNTY FORCES EX. 15 V.C.P. S S ti N S S b O cts 2 ,ii a. 0 o a EX. R/ W w e PLAN •VULCAN AVENUE a PRIVATE CONTRACT Z N COUNTY OF SAN DIEGO 3 (� r q Q 2 DEPARTMENT OF PUOLIC WORKS fME T M N _ CURB DATA M7 i BEAR /N6 RAMIS LFWM REMAR,t� IMPROVEMENT PLANS FOR Q qt 'd -3 = " 3 - j/ " 'r' ° ` ` X " s VUL CAN AVENUE _ 2 d•St� ° 00' Gd" .00 ' S!>/' (� 7 1v C XAN 4TY AF CHANGES N 4 N7yi' ii t - Z�v BENCH MARK ^ PRECISION _ : ; l :" 5 d = R9'00'dd 300 ' b'7/' N�• 0 1 AMravd by 009 rR `i r 4291 W Q) 6 /V/S /v 86.87' L "TYr°r r C/•6 OESC III /TION: 0 1307 SUPER BENCH M4RK Le SCALE , for R.J mon /ar /O� 7 .4 & , 0000" 3 ' 7i' - sro C(/,P.B ,��.Ir a �' '' �At " t �'`� /VIWIII e E - 74V „ LOCATION: 3 IS'N /O SIGNAL L /6'HTNO. 23i/ /6'E /D EAST N H O cm" OF ftwx WORKS N7Y• /9 %B "E - 7p°' RA /L OF 79ACK9 411.4' /V/0 OF YUL L'AN AYE. inEinw. N wM: MlGi2 R,I;: N►Ir.�A P N.1N /° e•1b•od'a�" Sod' y7i' iicoeo FROM: Ck"hdw: W s /vAf W W_,W — 3.00' L "TYPE d'" CP6 .w S ELEVATION: 55.008 DATUM: U.SG.S. LEN SCNATZMANN ..w T.M. 4291 -1 A. C. E. 321 6 I GO PRO ✓ECr NO. 2003 W FILE N0. RM244 1 - : T i i { , ' 1 f j II to f � I , ,ICI I ; h I I ! _ i I� ,j j ! , , , � I � � � � � t O W 0 S k 1 a I s vs t b � Y ' , o � I ' I I I j , 3. - 55 j t 1 t 1 t I I I i I � V� 4 ti , O , 1 Al. W- { ` A I I 1 I I ' , } I t L I I I 1 t I 0 I 2 PROFILE SCALE 0 I 2 HORIZONTAL I " =20 VERTICAL I 4 � a I 94 1V /5 /ON 6041N0,4RY O+'OO A1-LEY as a /2 {32, B7 !/ULC'AN AYE. w "to W a ( O _N V %Q Ilk ^ \ 0 O p pl \ I 0 J N, Ot00 A LLEY "A" I Hm y I R,� fn 1 ?f!DD /Z 0 AME. `\° i - r . -� . = �-.� -i .: a o , Q � o 0 co SUBO /V /S /ON BOUNOQRY \ s 0 O a .� 2 0 � Boa PLAN • ALLEY 'A" PLAN • ALLEY "B" z PRIVATE CONTRACT a SHEET = FZ SCALE 1" = 20 33 DEP��RTIMENT O F WORKS :ME T: N M IMPROVEMENT PLANS FOR. Q Q SEWER 04TA ❑ CURB DATA O ENTERL /NE DATA PR/ VA TE ALLEYS "A "B "B" _ NO 4 /BEAR /NG R4014 LENGTH REMARKS NO. 0 18E4R /NG RAO /419 LENGTH REMARKS X 0 /BEAR /NG f,401119 ENGTH S L REMARKS V) / l N. 79 /9 4B E. 94.019 4 LATERAL PR/YATE / d= S'/ 3y37 11. S . STD CURB 1 N. T9 /! /B E. — 30Ob COUNTY APPROV CHANGES BENCH DEPARTMENT X29/ 2 N 79 ° /9'4B'E. //9.00' 2 N7y 1i'f - 711 11 P d =13 56" 30 A0' /13Y' No. Description Approved by Dole U -/307 SUPEk BENCH MARK N '°w'a•+k ":" 9 A -JZ *,I 32.X) /C /1' " 9 d•13 °33'26" 30.00' /193' DESCRIPTION: r Are•ed for R.J. Masaman 4 N 79'19'40"1 PRE,I�`IC`N Jr N.79'/9'4B'E. — .90.00' LOCATION: T. S ' N/O SIGNAL LIGHT NO. 236/ 16", EAST• t vI ION Ewa ` niftic wN � JUL 311984 6 d' 20•x9' e" so. 0o' /yri' RA /L OF ACK9 49.4' 6Y O OF !/!/LCS4N AYE. 1 W 7 d•ZO °l�>O" x W ee' 1vaI � anwi of w.rY: chocked ty: E. MW.Ao B N•79 ° /9'4B' — /15/7 ELEVATION DATUM: o 55.008 (/S. 6. 5. LEN SCHATZMANN R « el aa: T.M. 4291 -I .c.E. zIQI 7- 7cy-BY W � P en JFET NO• ?003 FILE N0. BM244