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235 i EARTHWORK SPECIFICATIONS COUNTY OF SAN DIEGO TP I 1. GENERAL NOTES'� GENERAL t. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE'APPROVAL OF QuALi IZONTAL ALIGNMENT OF ANY PRIVATE ROAD VERTICAL OR HOR- ALL GRADING SHALL BE DONE UNDER THE DIRECTION OF A SHOWN HEREON FOR COUNTY ROAD PURPOSES. FIED SOILS ENGINEER. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED,..AND ALL FILLS SHALL BE PLACED IN 2. FINAL APPROVAL OF THESE GRADING PLANS i ACCORDANCE WITH THE "EARTHWORK SPECIFICATIONS" ATTACHED IS SUBJECT TO FINAL APPROVAL OF THE AS- SUBDIVISION, PROJECT. N0.480611 - 0I 70 THE PRELIMINARY SOIL INVESTIGATION OR THE PROPOSED SOCIATED IMPRGVEMENT PLANS WHERE APPLI- - DATED: SEPT. 15, 1980 PREPARED BY: LEIGHTON AND ASSOCIATES W CABLE. FINAL CURB GRADE ELEVATIONS MAY W I EGAND WY. REQUIRE CHANGES IN THESE PLANS. d ' BRUSH AND TREE REMOVAL 3. IMPORT MATERIAL SHALL BE OBTAINED FROM Li A LEGAL SITE. BRUSH AND TREES SHALL BE REMOVED ONLY WITHIN THE AREP. 'SITE N !Y Q 4. A CONSTRUCTION EXCAVATION OR ENCROACH - G ADED, WHEN THE TREES ARE REMOVED, THE ROOT SYSTEM NC1 1V1TAS BLVCL MENT PERMIT FROM THE DIRECTOR OF TRANS - SHALL ALSO BE REMOVED AND THE RESULTING EXCAVATION FILLED w PORTATION WILL BE REQUIRED FOR ANY WORK KITH PROPERLY COMPACTED FILL SOILS. LU Q AREA OF �� IN THE•COUNTY RIGHT OF WAY. J J W WORKS FINISH GRADING _ �, c 10 5. ALL SLOPES OVER THREE FEET IN HEIGHT v G` _j WILL BE PLANTED IN ACCORDANCE WITH SAN LL db CUT AND FILL SLOPES SHALL BE TRIMMED TO THE_•FINISH GRADE W DIEGO COUNTY SPECIFICATIONS. Cn TO PRODUCE A SMOOTH AND UNIFORM SURFACE OR CROSS SECTION. m z J IQ 6. THE CONTRACTOR SHALL VERIFY THE EXIST - THE SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE SHAPED N W ----- �(� i ENCE AND LOCATION OF ALL UTILITIES BE- AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LOFT o ENCINITAS 8 LVD. i T FORE COMMENCING WORK. NOTICE OF PROPOS- IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR U , OTHER WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT J ED WORK SHALL BE GIVEN TO THE FOLLOWING � W j � AGENCIES: SLOPES SHALL BE REMOVED AND DISPOSED OF. N SAN DIEGO GAS C ELECTRLC EXT. 1946 235 - 6323 EXPANSIVE MATERIALS • PACIFIC TELEPHONE 298 - 0595 : VICINITY MAP C ATV 262 -1122 SEWER 753 -6301 EXPANSIVE MATERIALS ENCOUNTERED IN CUT AREAS SHALL NOT WATER 753 - 6466 BE PLACED WITHIN THE UPPER 2 FEET OF ANY FILLS. THE N 0 SCA . POTENTIALLY EXPANSIVE SOILS MAY BE SPREAD THROUGHOUT THE 7. A SOILS REPORT MAY BE REQUIRED PRIOR TO LOWER PORTION OF THE FILLS. IT WILL BE THE CONTRACTOR'S THE ISSUANCE OF A BUILDING PERMIT. RESPONSIBILITY TO PLAN HIS GRADING OPERATIONS AS REQUIRES. IN ORDER TO PROVIDE NON- EXPANSIVE OR SUITABLE MATERIAL 8. APPROVAL OF THESE PLANS BY THE DIRECTOR POTENTIALLY EXPANSIVE SOILS ARE EXPOSED OR EXIST AT PRO WITHIN THE ABOVE FILL AREAS. THIS ALSO APPLIES WHEN • K EY MAP ® OF TRANSPORTATION DOES NOT AUTHORIZE '�. r � ANY WORK OR GRADING TO BE PREFORMED UN- - - ".; POSED GRADE =S. NO SCALE \I. TIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PER- SITE PREPARATION AND FILL COMPACTION: MIT HAS BEEN ISSUED. WHERE FILL IS TO BE PLACED, CARE SHOULD BE UNDERTAKEN r , { t' x 9. THE DIRECTOR OF TRANSPORTATION'S APPROV THE ANY EXISTING UNCOMPACTEO SOILS BE REMOVED AND THE - AL OF THESE PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL APPROVAL OF NATURAL GROUND SHALL BE SCARIFIED AT LEAST 6 INCHES ANd + � COMPACTED TO AT LEAST 90 PER CENT OF MAXIMUM DRY DENSITY. ANY FOUNQATION FOR STRUCTURES TO BE FILL SOILS SHOULD BE COMPACTED TO AT LEAST 90 PER CENT.' PLACED ON THE AREA COVERED BY THESE • ; �,. •, - PLANS. NO WAIVER OF THE GRADING ORDIN- PAVEMENT BASE COURSE MATERIALS SHOULD BE COMPACTED TO AT � � ` ; ANCE REQUIREMENTS CONCERNING MINIMUM CO- LEAST 95 PER CENT, ' VER OVER EXPANSIVE SOILS IS MADE OR IM- '' PLIED (SECTIONS 87.403 g 87.410). ANY EROSION CONTROL: SUCH WAIVER MUST BE OBTAINED FROM THE DIRECTOR'OF LUER. TEMPORARY EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE !' WITH THE DEPARTMENT OF PUBLIC WORKS EROSION CONTROL NOTES BACKFILL NOTE: SOILS ENGINEER'S CERTIFICATE 10. ALL OPERATIONS CONDUCTED ON THE PREMISES ' - EFFECTIVE FROM NOVEMBER 1 THROUGH APRIL 15. - - INCLUDING THE WARMING UP, REPAIR, ARR- WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED IVAL, DEPARTURE OR RUNNING OF TRUCKS, . PAD REMOVAL: BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS EARTHMOVING EQUIPMENT, CONSTRUCTION E Q- ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS OUTLINED IN OUR SOILS REPORT FOR THIS PROJECT. UIPMENT AND ANY OTHER ASSOCIATED GRAD- _ WHERE DAYLIGHT LINES OCCUR UNDER PROPOSED STRUCTURES AND/ AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ONSITE ING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. , OR THROUGH THE MIDST OF LOTS, THE ENTIRE LOT PAD AREA EARTHWORK SPECIFICATIONS. DATED SEP 15 ,19 $C7 ' IS TO BE PREPARED SO THAT AT LEAST 2 FEET OF NON - EXPANSIVE EACH DAY, MONDAY THROUGH SATURDAY, tiNd " M- R ELEVATION. WORK TO BE DONE ` �j NO EARTHMOVING OR GRADING OPERATIONS COMPACTED FILL EXISTS BELOW THE FINISH GROUND GRADE BY: R.C.E. SHALL BE CONDUCTED ON THE PREMISES ON + DISPOSAL OF OVERSIZE ROCK: DATED: SUNDAYS OR HOLIDAYS. /�� �/ THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE , DISPOSAL OF ROCK SHALL BE PLACED IN AREAS DESIGNATED AS ACCORDING TO THESE PLANS AND SPECIFICATIONS. THE CURRENT 11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO "NON- STRUCTURAL" FILLS. NON- STRUCTURAL FILLS SHOULD BE COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPEC!- T I TERRAIN TO PRODUCE A CONTOURED CONSTRUCTED AS OUTLINED IN THE SOILS REPORT. FICATIONS AND REGIONAL STANDARD DRAWINGS. 13. SLOPE RATIOS TRANSITI ON FROM CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING CUT OR FILL GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND CUT - 1 1/2:1 FOR MINOR SLOPES; 2:1 FOR SURFACES. , GENE - UTILITY NOTES WNER S SUBDIVIDER /PERMITTEE FILLS AS SHOWN ON THESE PLANS AND OUTLINED IN THE EARTHWORK Q MAJOf'. SLOPES. SPECIFICATIONS. ALL GRADING DETAILS SHALL BE IN ACCORD HARLOFF CHEVROLET` 12. NOTWITHSTANDING THE MINIMUM STANDARDS EXPLORATION EXCAVATION REQUIRED ANCE Wt7H SAN DIEGO COUNTY STANDARD DRAWINGS 05 -8, 10, 11, FILL - 2 :1 SLOPES DEVIATING FROM THE ABOVE SET FORTH IN THE GRADING ORDINANCE AND EVA AND D-75 UNLESS OTHERWISE SHOWN ON THESE PLANS 1340 ENCINITAS BOULRD - WILL REQUIRE APPROVAL OF THE DIRECTOR OF NOTWITHSTANDING THE APPROVAL OF THESE .� CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE ENCINITAS, CA. 92024 TRANSPORTATION AFTER REVIEW OF A REPORT GRADING PLANS, THE PERMITTEE IS RESPON- EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF PHONE z 45 4 - 0522 FROM A SOILS ENGINEER. PRE OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES. THE LEGEND ' CAVATE ON LAND SO CLOSE TO 'THE PROPERTY EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR LINE AS TO ENDANGER ANY ADJOINING PUB - STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH FINISH CONTOURS /iz E XCAVAT ION 2430 C.Y. FILL: 9 ?¢f C.Y. LIC STREET, SIDEWALK ALLEY, FUNCTION OF OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE - ANY SEWAGE DISPOSAL SYSTEM, OR ANY OTHER a THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON EXISTING CONTOURS WASTEAMPORT D C.Y. A SEPARATE PERMIT PUBLIC OR PRIVATE. PROPERTY WITHOUT SUP- THESE PLANS. / ��� J SITE ADDRESS MUST BE OBTAINED FOR WASTE OR IMPORT AREA. PDRTING'AND PROTECTING SUCH PROPERTY ." Zr C FROM SETTLING CRACKING EROSION SILT- SUBDIVISION BOUNDARY 1340 ENCINITAS BLVD. I NG, SCOUR OR OTHER DAMAGE WHICH MIGHT 0 Q k.' CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITY COMPANIES ENCINITAS, CA. 92024 4 AL CONDITION: IF ANY ARCHAEOLOGICAL RESULT FROM THE GRADING DESCRIBED ON PRIOR TO STARTING GRADING OPERATION: FUTURE CURB LINE— o,P I SF�CI C THIS PLAN. THE COUNTY WILL HOLD THE co Q RESOURCES ARE DISCOVERED ON THE SITE OF CORRECTION OF R E FO SAN DIEGO GAS S ELECTRIC CO. 232 -4252 EXT .1946 OR 235 -6323 RETAINING WAL '� — s THIS GRADING DURING GRADING OPERATIONS, I MPROV EM E N T S PERMITTEE RESPONSIBNSIBLL PACIFIC TELEPHONE COMPANY_ 298 - 0595 SUCH'OPERATIONS WILL CEASE IMMEDIATELY, NON- DEDICATED F WHICH DAMAGE F LEUCADIA WATER DISTRICT 753 -6301 PAD ELEVATION FG /05 LEGAL DESCRIPTION AND THE PERMITTEE WILL NOTIFY THE DIREC- ADJACENT PROPERTY.. a OLIVENHAIN MUIVGPAL WATER DISTRICT 753 -6466 TOR OF TRANSPORTATION OF THE DISCOVERY. 2 PC- C. SWALE PORTION OF SOUTHWEST QUARTER OF THE NORTHEAST QUARTER'OF GRADING OPERATIONS WILL NOT RECOMMENCE 13. ALL GRADING DETAILS WILL BE IN ACCOR- F SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINC UNTIL THE PERMITTEE HAS RECEIVED WRITTEN DANCE WITH SAN DIEGO COUNTY STANDARD. V = PROTECTION OF EXISTING UTILITIES: BOTTOM OF WALL BIW MERIDIAN, IN THE COUNTY OF SAN DIEGO, CALIFORNIA, WHICH AUTHORITY FROM THE DIRECTOR OF TRANSPOR- DRAWINGS DS -10 AND DS -11. Z LIES NORTHERLY OF THE CENTERLINE OF 102 FOOT COUNTY ROAD'At TATI TO DO SO. .. Z C THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES OF CURB 1HOWN ON COUNTY ROAD SURVEY NO. 458 -66, FILED IN THE 0:L -TO PROTECT THE UTILITY LINES SHOWN OR ANY OTHER LINES OFFICE OF THE COUNTY SURVEYOR OF SAID SAN DIEGO COUNTY. Z NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT TOP OF WALL TW OR OTHER,EXISTING SURFACE OR UNDERGROUND IMPROVEMENTS W AS REQUIRED FLOW LINE(NIVERT) -- //V` �., c D AMAGED BY THE CONTRACTOR SHALL BE REPLACED Q BY THE COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT. U Y N0. IPM. 1E78/ TYPE "EI" HEADWALL (D- SPECIAL NOTES cut SLOP PRIVATE CONTRACT W o r 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL EN- PERMITS SHEET a COUNTY OF SAN DIEGO /�„� 4 LL f: •ax FORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR FILL SLOPE'bia `i toartify that a sidei7uE�'iOtilbl4 wat er 13u1+p► DEPARTMEN OF TRAN SPORTATION SHEETS L SMALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY and . a public sewage sSSte3 will be available -to servo REZONE PERMIT NO. - _ DEVIC :S, INCLUDING SHORING, AND SHALL BE SOLELY each upon extension of necessary Facilities. N ONE a RESPONSIBLE GRADING P FOR: LE FOR CONFORMING TO ALL LOCAL, STATE AND _ FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA- FINISH SPOT ELEVATIONS— x /OS.O However, it may be noeescary �� peke, SPECIAL USE PERMIT NO .- N O NE I BANK OF AMERICA ��C All Ir4S [� a Yav© E T IONS . DRAINAGE PIPE (D-60, D-61) (SEE TABLE) __— • TENTATIVE MAP NO. 16781 RfWlP�111: iz� OFFICE ----- financial service provided to each lot or parcel. arrangecents with the ipp:*opriate tteri`ey, Z� 111 2. NEITHER ENG " INEER OR OWNER WILL ENFORCE OSHA REQUIREMENTS. — — CONTRACTOR SHALL ENFORCE OSHA REQUIREMENTS \HALL (RETAINING) (C- 4 ,C- 7,C -8) Date ��80 r��' `� COUNTY APPR(DVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 318 -1689 �+ Director of Public Health Description No. Description Approved by Date 1 �� ME CONCRETE LUG IIYY�� -62 (D -63) Leuea�tl� -�'j"' -IL DESCRIPTION: ST. P IN_CONC._ TNT. S AN M ARCOS RD Approved R.J.Massman PIPE COLLAR Enginee►JA�fwork Z Y� - p $y ri1 Q �a4L I _ DIRECTOR OF TRANSPORTATION -� S'ati joi G12A t . rr• (ENCI NITAS ) EL CA MINO_REA L S LOCATION: 60' W. OF S'LY PROLONG EL C AMIN O REAL e �}���� o,:N S.BIGCS R. Zs112 y NOSE gla 9 36' S C S MARCOS RD., 2' NE FEN COR. PO �� °i Z W RECORD FROM: Z W ELEVATION: 22 3 .169 DATUM: USC Ek GS 'f - 9- � 1r8� O. L 9778 Date W � FILE N0.79.126 i 001 2 i901 � SEE P�DF /LE �40/D /l/OT�S D/1/ s//EE - T 3 �\ SE£ DETA /L B cN Sf/EET S DT.9 /L E ;f 0A SHEET ` _ _ _ "j 49.0'1_16,�lr 11W " . Y f�T /CAL _ 210 CONST. 6 STD E T. GALS' A / CURB PER DWG. G /, gZ ;r .., '/. a p�'L a �\ \ I ,h W1 PvM \ 2N \ ' eln)4 ti � ��� SEE cA I+ As :N, L �� � �� �, •, 5T 6 ~ STD. RT /CAL CURB . DETAIL SN.3 \ 6 9 0' s2T cONST. P c sWALE k� — PER DE 1L `C " ON N_ 3' �' 3 % � k i'- A . 9' 1 0' SCA 3HB ,� T. BLDG.S. LE: / = 20 � f , I EX /S .Z� h,�o CONST. 6 STO. N CGNS"l. PC,C SW.4LE P 2¢ �� y `G��ti' (�• 212 I D TA /L D �.. '� � •a, ✓ERT /cA CURB ..., a. oiY SHEET 3 .�;,�- �C' g � 1 � W t It►� N u .. C D /' 4 O �. R O. ,CONST. 6 PE ,"' /,r 21s °• { � ��• I _ EX /ST .37 1 Q cuRe �t v h ,P t, •; g .. h: : ti �i ; , _ o t TT ��" t (�' b �� \ '1•'. : °• f ?.4 °/. fi/ NT OF W,4 W,4 L/ E _ S1/i9VEY L /NE �� ( } PO /NT B• 'l��t/TEP �9.?E�9 , ° ► :: i • - - °' ;A ' . 3' I � r ' \ n_ • \ r ' \ RP p ;: ;; : •o /� L I :/ SLOP • \ I' t r ` -. °� o; PLANTER e • • - ; . _..., p �p� C TOE OF 2 v ` : • : .' : :. ARE•4 .' 3 2 /j, y <F /LL j NOTE: Z � 2 , K .. '.� � . :'•.. '•• :•Q'. V �t /T,EMS OF REMOVAL ` ,, '� : • .:- ° . , r — — //VC/- UDEJ BUT ARE NOT q, .� �• >, •.• I LIMITED 7 THE L •�= •• :. : %' :.,•� :; ; .'..; °' • �� I ta: I / W ` FOLOW /NG ` v CONST AETAit/ivG WALL PER ' .;o•' ::••. :a: • :., PROF /L£ ON SHEET 3 SEE %.e'::° • :a ' •° :.. <' ' � G \ � 0 � � /. E.Y /ST. L /GETS' ` D f DETAIL ON SHEET •3 FOR L OCA " : o •'b' •; 'L �C ` I `o Z . EX /ST ELEC .S /6rV.S T /ON ` 1 � ;� : •. ••'�'`' : � :': ° • • �' CONST. .C. SW/!LE �. I I 3. EXIST. TREES � ..Sf{RUBS ER DE1Y ••C of P f, �. FX ST f?P TRA�VSF�RiII - f I , 2z b y EX /ST BLDG. TO �Pl�iP �'•9/I/TEiP SHE1�T .� I ER ��• . ' BE REMOVED •��'�• `'gy � 0 0 �1 I o o r7 1 do 1 I I I I I W f'F 3 2/7..29 �. J s� • � ` � � � � ! r � ��� r• i \� = 2/6.50x' V I I I Q PAD :o:; lo z F. ?` �1,911/,TE/� �i� r . p � y p• ti , yam < � r N TOP OF OR rL CO CONST. 6 TYPE �; '> . =" h� �j" �• �k $ — I I I I I I I \ -4 ' •'G' CURB 4 k - HRO • °• V _ CONST. ROOF DRA/NS T UGH `Z (( I I I•I I \ ��► •� ' CURB FACE i°ER STD. 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SH 70 • /�'L `' , 'C , s .:a 'L '� (i 2 '�� A 1 if///.�/E BERE/LIOI/E — — A ' 9 : : -( _ I / D S /CA/ E T. /8 C.� �a L /n no` A/LS S 71 ��� ` ' 6 �O c fjETi9 //1/ /1YG rC2 17, SEE �ROFiL�O —E I F" As � ¢ _ �6r6' - � €sl /LEl1. 2 217 • =' ; / Vi 0400 — — — _ _ 34•�E %_ r- — 4 930 zzi cr • P. P. RIGHT OF WAY LINE ST`S /G Z >- � E �� — O P. B. ST. S/�(rJt� • H. �' y4f� ' W \ \ \ \ BERM I r \ �-- 2� COMMERC /AL`/ SE Q (NEW) ` E OR WAY PROF /L / E /y H E i O �'L H. T. \ 1 , ` G 4j \ EX /S C BERM \ I � 1 I \ G 10 HP 4 HP G pp�� CS ` I C NC. PAD rn , I � G I a c� 0 m q W W ' I - 4 HP G W cm m m m l I 1 �H — x > >= > -_ wZU Z Z N Z N '� .{ I I — > .�•, -' 1- 1 2 Q N _ A G tD O N :O N l W - - — Q o Za� I l I I m N PRIVATE CONTRACT W fl W r PERMITS SHEET COUNTY OF SAN DIEGO w K DEPARTMENT OF TRAN SPORTATION SHEETS 0 � REZONE PERMIT NO. NONE - -- Z GRADING PLANS FOR: J BANK OF AMERICA /G' SPECIAL USE PERMIT NO NON _ J i A, ,'T, > TENTATIVE MAP NO. I6781 tJ /VOTE ' X W.1; L / O , /�� .sT ET �9 fFZ CXDL JTY , APPROVED CHANGES BENCH MARK OFFICE • CALIFORNIA COORDI INDEX 31 8 - 1689 W No. Doxription Approved by Date I " - 2E DESCRIPTION: 2' ST. PIN CONC. INT SAN MAR OS RD, I Approved R.J. Massman Er:09: r f work- Q (ENCINITAS) EI EL CAMINO RE DIRECTOR OF TRANSPORTATION I mo- LOCATION: 60 W OF SLY PROLO EL CAMINO REAL ��� DAN S.BIGGS R. .26112 C 36 S _ S MARCOS RD, 2' NE FEN G Q�POST _ W Z RECORD FROM: p Z W ELEVATION. 223.169 DATUM: USC 13 GS ¢ - �Dat I f nn f" 977 O O W d. 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