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1995-4534 G (Plans) CONSTRUCT 20'11111V. A.C. PAVED ACCE$5 ROAD TO COLE , ?ANCAI ROAD PER COM01T/OA/S I ,^_ 80 - WORK TO BE DONE OF T. P.,(, 1 .APP/?O[/AL.SEET.P.M.9 /= 0g9RPL. � �J��4 y)G -(� -�� -- - - - - -- - -- - - - - -- -- •� -_ - -- - - -- - - --- - - - - -- GRADING � -- _------- - - - - -- �_-- -- - - -- �� - -� C -- - - -__- -- <7 - - - - - -_ = a_ A. d sxaRAr. �- EX /5r 40.4Dr UT /L /rr �- \ C. Gy"ING 1 65MT PER DOC. A/0 -� 1 / 0900 _ - 1990 - 002 7226, $ 73�.32'`f9, b 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I RECD JJ - 90,0.2. O THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. ALL INSPECT AND TEST THE T O/W PER Z& A9 \ CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND n �) AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED \ EX /5-G THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER P °TOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON N * \ (�Q� REOUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS � A.0 5 0.P/VE - ti O " PRIVATE ROAD " 2'A.C. D W AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS �L ^D� / / \ \ . TH SOILS REPORT TITLED �7t:6 � Q (A] PREPARED BY 00'GLOrk UA< (( OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN 2 �j CI�/(I� ENGIZ. DATED U-Z 95 SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS DECLARATION OF RRSPA.rSTRT.R eR>RrF I \ GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. - RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. `N 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK 1� /L ° I° FOR THIS PROJECT � 65, V R , P UT/ M L. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING.OF WATER. HE SHALL , THAT I HAVE EXERCISED RESPONSI- ESMT PER /7/50 , ; k P, C � LOCATIOA AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR BLE CHARGE OVER THE DESIGN OF THE PROJECT AS Pr L AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL �G' ��O \"^ WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS TAKE REMEDIAL MEASURES TO DEFINED IN SECTION 6703 OF THE BUSINESS AND PRO- ` / THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS WITH FESSIO CURRENT UR CODE, AND THAT THE DESIGN IS CONSISTENT \ 1 L f L / Aa PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN STANDARDS. 1 O75,IpE� 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. - / I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS J � 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 1 I t g VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR ��O�E /- DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION CONTRACTOR PROJECT DESIGN. EXISTING PRIOR TO GRADING. TOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. �� ,t.! EK /ST FR S Q Q y �,+ / ( LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM y �O >� (TYPICAL) 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF LOGAN ENGINEERING C39726 (72 - ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE 132 N. EL CAMINO REAL, STE. "No w 123197 � °C E ; MARK WHICH IS DISTURBED OR DESTROYED J / / / ENCINITAS, 92024 MP• / °) SHALL BE RE ( REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE Z, . 95't SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 619-94 7. THE CONTRACTOR SKWL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE / / Of��L�t CIVIL F__ y /` / EX /5T �4ES /OEA/GE PER °G4VNo. zFo /(0 DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES BY. D S - STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED DO 6 AS E L / DATE: '" (� L -1 / PA / �l I _ TO ALL LOCAL AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ` ' r I r � I / ti , $LO PAD TO ) FF� 71 :6 ± CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR )n ) 7 1 )1 (� � e 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED RCE NO.: 3972(0 EXP. DATE: 12- •31 -97 I / -\r IV [_ - I / I "�.Iv 1 / D A /Ne 2/ � NoTE THlSPAOWASCOGJEREDA A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES / CorVTO SLOPO UR TO BERCMOC/EO /NSPEC/lON6YCl>TONAW6 #261b HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. Itl / 5 GRHDEPI}o lV --- -- RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE SOILS ENGINEER'S CSRTIFrcimTrtx MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A / N 0M� CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL I RUSSELL 6ERGENEIZ ^ G AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER ' VIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCI- A REGISTERED CITY E LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR,TO THE DISPOSAL OF ANY SUCH MATERIAL. CI I PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND /II E. EROBION CONTROL STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN W , PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL THIS SITE WAS MADE BY ME OR UNDER 15Y DIRECTION // IN In r� SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM NIENOEAAW4LL BETWEEN THE DATES I-Z°I- 4 0 AND l(- L�I _ . / 1 / I 1� F -\rc 2 PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL AT J604- 944- 5161 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED I / ° CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN REGARDS TO THE HAULING OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. v r IVI I I III /� AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN �`� ) 10 PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCOR- �- AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING EMINENT. PORATED IN THE GRADING PLANS AND SPECIFICATIONS. �O / UNDER PERMIT NO. 4534 -G HAS BEEN PERFORMED IN SUBSTANTIAL / CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT \// ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE THE APPROVAL OF THE ENGINEERING INSPECTOR. N V . !E DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING SIGNED: 'L / ill 4. THE CONTRACTOR SHALL RESTORE CGrV� O \ I b EXCLUS /1/E USE EASE111 E ALL EROSION CONTROL DEVICES TO DATE: / / 7 V PER Doc. REC D. 4-2/ 9 I t / (o \ WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH AS FILE NP 94-02(0535 B NOTIFICATIONS RUN -OFF PRODUCING RAINFALL. RCE N O.: 44641 EXP. DATE; 9 3 -31 -98 / I �O AO 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ®� r `F I I �0 / (Jb STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. Fm m HOWEVER: OWNER /PERMITTEE: �1 // 5 I / EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, s r 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY ¢ No.CMI l THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED TOM & IDA MENDENHALL 4L EV 3/31M ��� I I I I\ PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK WATERS CREATE A HAZARDOUS CONDITION. 845 COLE RANCH ROAD CIYII / SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OLIVENHAIN, CA 92024 OF•\Ed � FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 619- 944 -5161 t AND LOCATION OF UTILITIES AND PLAN SHALL BE INCORPORATED HEREON. k x X k x EXCAVATION, FOR VERIFICATION X X x x X x NOTIFICATION OF COMMENC ENT OF WORK. 73 ° 3430" 10 9.00 E1) S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM SITE LOCATION: r / 0 / PRIVATE 9E[NER / V1 � ESAdT PER A. SEWERS - G /9- 63-3- 2750 : CARR/FF .5.4A11747_/OA/ O /5T THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. / I f�M 17/50. VACANT PARCEL DIRECTLY WEST OF 845 COLE RANCH ROAD / B. GAS & ELECTRIC - 800/422 -4133 : S. D.Ti.gE. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT ACCESS VIA PRIVATE ROAD EASEMENT @ END OF COLE I I T� � XISI. �iWR �7MT �dv�BE�It"FI r �F 1?. . l'1150 V THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY RANCH ROAD, N10 LONE JACK ROAD. r I r 1 1 1 1 �) A r r_ i_ / I / n \1� 11 - 11_ r\r��v C���t i % I I.,' " C. WATER - 619 - 753 :OL /VEA1"A /N M W. D FORECAST EXCEEDS FORTY PERCENT (40$) . SILT AND OTHER DEBRIS SHALL I I N BE REMOVED AFTER EACH RAINFALL. A.P.N. 264 - 171 -89 D. TELEPHONE - 800/422 -4133 - PACIFIC BELL ) ' 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE E. CABLE TV - 300-422 C 10"/ EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO LEGAL DESCRIPTION LEGEND NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND PARCEL 1 OF P.M. 17150, AS RECORDED IN THE CITY OF ITEM STD. DNG. SYMBOL ADDITIONAL EROSION CONTROL NOTES 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF ENCINITAS, COUNTY OF SAN DIEGO, JUNE 3, 1993. -2770 CONSERVATION. CUT SLOPE (2:1 MAX) (DASHED - -- _EXIST) - - -- I 1 JUTE MATTING, UIV/ALENT TO REINSTALLED HYDROSEEDING OR -- Z � _ PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 EARTHWORK QUANTITIES ARE CALCULATED ON A (D.451 -IED CUT 2:1 APPROVED EO = EX /ST) w 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THEORETICAL BASIS AND ARE UTILIZED FOR FILL SLOPE (2:1 MAX) - - - - - -- --- - - - - -- F /LL 2 ON ALL EXPOSED SLOPES rx INSPECTION. PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT PERMIT PURPOSES ONLY. ACTUAL QUANTITIES Uj BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. MAY VARY DUE TO UNFORESEEN LOSSES, 2 TOPS OF ALL SLOPES TO BE DIKED OR . PROPERTY LINE ------------------------ LLj t2t VIEW OF PRI: I.►MIWAI?f GEO'(ECIAWCAI. IhIV64011GA71ou EARTHWORK SHRINKAGE AND /OR SWELLING FACTORS TRENCHED TO PREVENT WATER FROM RANCHO EASEMENT LINE ------------------ - - - - -- FLOWING OVER THE CRESTS OF SLOPES ? CM DEL Q c4 X0(2 'lv4E M6lJ NFEAtt. IZI%51D6►JCB. - - -- z tL) C UT - C.Y. EXISTING CONTOUR ----------- ---- - --- -- 70 - LU o s, � E � HYDROSEED }fIX SHALL BE AS FOLLOWS: L1.1 ALL •r KL4; GoO5 '�fL � �I �E FILL- 500 C.Y, CRVr V FINISH CONTOUR -------------- --- - - - - -- 70 2,000 LBS /AC. MINIMUM WOOD FIBER MULCH Z 714 ^O• S AR'E /' OL C ` ( 0 0 ) + 4 �o h< EXIST. GRADE - - - -- - --- - - - -- -- - - - -- �7� 1,000 LBS /AC. KINIMUM AMMONIUM PHOSPHATE SULFATE Q �C IMPORT / _ 500 - C.Y. U F� "E SITE - 73 0- 20 LBS /AC. MINIMUM2FESCUE15tZ5OULOFUR) (S ENVIRONMENTAL DATA: Q �I NO FINISH GRADE ---------- - - - --- --- - - - - -- 2 � OfI G, �r 20 LBS /AC. MINIMUM ROSE CLOVER S J V y NOkTF DAYLITE LINE - - - -- +--- -- +--- - - - - -- " y`I- EAST. PROPOSED ZB' w ( ' tJ PRIVATE RO. EASEMENT c� o DRAINAGE DIRECTION ------- ------ - - - --- > - 1) Steepest Existing Natural Slope On - & 4 = OWNER CERTIFICATE F ` r 1 2't PROP. /6'A.C.PVMT. Q _ _ _ _ _ _ _ _ _ 77 - 717 2 Maximum Vertical Depth of Cut - -0' I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLO- C� , P - 100 YEAt? LINES OF INUtJ17A710t,1 - - - - -- - N MIN. G2s10ED z N - GIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING O qs A.G. PAVEMENT - � \e W/O TN OF 24' ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. MwNChESTER VICINITY MAP �+, 4't E A.c /sr. /2" E RC SHRUBS . 1 - - /+ AYE. ENCINITAS FIRE PROTECTION 3) Maximum Vertical Depth of Fill 3. rJ N\ W/DEN/NG PVMT. TO O REMA /N NO SCALE Th. Bros. 1148 - AG I'Z,rA J � 4) Average Depth of Cut - $ ` OU4 `�i"r DATE: •a40 • S EX /ST. SWALE EX1ST. A.C.STkUCTURAL SECT /O w LLj OWNER TOM MENDENHALL (OFFSITE) ,�,, L� � (OFFS /TE) •+ _� 0w ° l j0 � �� E�IST.GROUNO TYPICAL CROSS - SECTION 5) Average Depth of Fill = 2.0 - APPROVED E3Y DATE (TYP/CALJ PRIVATE ROAD - NO SCALE z n r z �� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPFlOVAL.S CITY OF ENCINITAS ENGINEERING DEPARTMENT DR AWIN N w Q P. M. /7/50' 6-3 -93 CF116. SQ. "6AOWALL- MARKED PLANS PREP ED UNDER SUPERVISION OF RECOMMEN ED Ay ROV D GRAD /it/6 AND ER05 /ON CONTROL PLA/V FOR: 1 l 2S'9 G.P. No.26f -GR 7 - /0 -9f W15r66L FENCEP05T. SWCORNER 4534 _ F/ L - - INT SECT EL CqM /NO OEL A/ORTE E HORIZONTAL � - 2D I DATE : ! 7 BY: l " BY VW^�I�Y U / / r N'9 2 3 RAA1Cf10 S.4AIT,4FERQ THE MENDENHALL RESIDENCE OF R5FR0 _ 60' 50(lr.UOF EL. C,4" � �' K '�`� -� ) �'2(" 9S / R.C.E. NO.: 39726 / . r w 'q B o N/q DATE: - -�G DATE: (PARCEL I OF P M. 17150) dE NORTE *IOC 073) VERTICAL P OV OA 7 'E SHEET L � A PR ED 6Y: G EE 7 EL. JJ 9.47('0 0.4rUM: U5 C.6 w.5. E NGINEER R 12/31/ 1 DOUGLAS E. LOG AN EXP. WORK PROJECT N0.