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1991-1073 R (Plans) (2) GENERAL NOTES �A VISTA DRIVE 3 - -- WORK TO BE DONE 3 - WATER 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE ENCINITAS DEPARTMENT OF PUBLIC WORKS FOR ANY WORK 10 9 > BATIOUITOS LAGOON DONE ACCORDING TO THESE PLANS,; THE CURRENT SAN DIEGO WITHIN THE STREET RIGHT -OF -WAY. COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND SPECIAL PROVISIONS FOR CITY STANDARDS AND AS APPROVED BY THE CITY A COSTA < IMPROVEMENT OF SUBDIVISION STREETS AND STANDARIO ENGINEER. �o 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES 8 O 2 < -� REFERENCE DRAWINGS. NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION 7 OUTSIDE THE PROJECT BOUNDARY. �� , M IMPROVEMENTS STD. DWG. SYMBOL 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT- 1 8" SEWER a >f BONNIE SLUFF CT OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED LUE HERON REMOVAL OF EXISTING A. C. PAVEMENT ......................... SEWER PRIOR TO CONSTRUCTION OF BERT', CURB, CROSS GUTTER \ �� EASEMENT AV N AND PAVING. PREPARATION OF SU13GRADE & A.C. PAVING s 3 :...:. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 8" WATER (SEE TYPICAL SECTION & NOTE 2) ............................ >"`• "`" ` • FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY LEGEND ��.� A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF 6 18" RCP 4 LO 6 "TYPE 'G' CURB ............................. G- 2.......... OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING 5 FACILITIES EXCEPT AS SHOWN ON THESE PLANS. ROLLED CURB AND GUTTER HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE O INDICATES SHEET NUMBER (SEE DETAIL ON SHEET 2) .' ... ..................G- 4.......... PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT 6" A.C. BERM ................................. G- 5.......... OF RECORD OR NOT SHOWN ON THESE PLANS. / Y INDICATES LOT NUMBER G. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET PRIVATE LEUCADIA BL TO BE DONE SHALL BE CONFIRMED BY FIELD DRAINAGE BY WORK P.C.C. SIDEWALK ... ...........................G -7, G- 9..... $ MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. EASEMENT SUBDIVISION BOUNDARY /��u CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND VI CINITY MAP STREET NAME SIGNS ................ . ........... DS- 13........ LOCATE EXTS:PING UNDERGROUND FACILITIES 13 / FIRE HYDRANT SUFFICIENTLY ?,HEAD OF CONSTRUCTION TO PERMIT NO SCALE CURB INLET TYPE ' B' .......................... D- 2.......... f REVISIONS TO ?LANS IF REVISIONS ARE NECESSARY / TYPE 'B' HEADWALL ............................ D- 32......... — - 4 BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 30' WATER / - - -- 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & EASEMENT RIP - RAP ...................................... D- 40......... ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR >_ / COMPANY FACILITIES AND SHALL COORDINATE HIS WORK m /� ¢ STORM DRAIN .................................. D-60......... WITH COMPANY REPRESENTATIVES. o NOTICE: ALIT ELECTRICAL AND GAS SERVICES WITHIN � q SCALE 1 "= 200' TWO SIDED BLUE REFLECTIVE MARKERS ....................... .. R.M. THIS PROJECT AIiE "UNDERGROUND O INSTALLATIONS ". � LOCATION OF m ELECTRICAL CABLES A11D GAS PILING AND o / 18" RCP 6 6" WATER PEDESTRIAN RAMP (TYPE 11) ... ..................G 2 APPURTENANCES CONTACT THE SAN DIEGO GAS N I ' N & ELECTRIC COMPANY. VVV STREET SURVEY MONUMENT ....................... M- 10........ TELEPHONE: 235 -6323 m BARRICADE OR GUARD POST ...................... M -9 ......... 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE C/L FIRE HYDRANT COMPANY PRIOR TO STARTING -WORK NEAR COMPANY 8" SEWER P/L 40 P/L FACILITIES AND SIiALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. PRIVATE DRIVE NOTICE: ALL TELEPHONE SERVICES WITHIN THIS )p' 24' - IROJECT BOUNDARY ARE "UNDERGROUND DRAINAGE C/L INSTALLATIONS ". FOR LOCATION OF CABLES 12 EASEMENT SEWER IMPROVEMENTS PER LEUCADIA COUNTY AND APPURTENANCES CONTACT THE PACIFIC 2 .6' 1 Is' 70 t 2.6' WATER DISTRICT SPECIFICATIONS AND /OR TELEPHONE COMPANY. � STANDARD DRAWINGS TELEPHONE: 1 -800- 422 -4133 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO LXVATION SHOIA 1 SEWER MAIN ................................... S- 12......... _ CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE >AS 2t1 ON PROFILE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF SLOPE _� t 21 2E � SLOPE AS 4" SEWER LATERAL ... ..........................S -13, S -14... RELOCATIONS, IF NEEDED. SUBDIVISION BOUNDARY PEAMM CORE SECTI y J. PLAN S -6... • . 10. ALL TELEVISION SERVICES WITHIN ['HIS PROJECT ARE' CONCRETE MANHOLE .. ...........................S -4, "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF 1 CABLES AND APPURTENANCES, CONTACT: L. � TELEPHONE' 438 -5241 ROLLED CURB !• A.C. OVER [ A.B. CLASS 11 MIN. OLLED CURB 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL (SEE DETAIL AND /OR PER SOILS (SEE DETAIL BE SHOWN 011 THE "AS- BUILT" IMPROVEMENT DRAWINGS. ON SHEET 2) ENGINEER'S RECOMMENDATION ON SHEET !) ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED EXIST. 50' RIGHT OF WAY RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE PER RS 1317 CITY OF ENCINITAS BELLO MAR DRIVE - TYPICAL SECTION 1'. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES PRIVATE STREET -NO SCALE ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. W ATER IMPROVEMENTS PER OLIVENHAIN M.VILD. 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR / INFORMATION ONLY. CITY OFFICIALS'S SIGNA SPECIFICATIONS AND /OR STANDARD DRAWINGS HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR, THE DESIGN OR XONY RO PROPOSEDR /W C/L FIRE HYDRANT PROPOSED CONSTRUCTION OF WATER MAINS, SIZE, CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. � -�` 60' TYPE AND CLASS AS NOTED SUBDIVISION BOUNDARY PVC - POLYVINYLCIILORIDE. S= C.M.L. & C. STEEL "RV.C. MO 14. PRIVATE ROAD STRUCTURAL SECTION SHALL 13E A MINIMUM � ( STEEL) OF 3" OF ASPHALT CONCRETE OVER 4" OF APPROVAL INDEX KEY MAP BASE. (AN EQUIVALENT STRUCTURAL SECTION MAY BE 10, C/L CONSTRUCTION OF VALVE ASSEMBLY, SIZE APPROVED BY THE CITY ENGINEER. GRADES SHALL BE A J 20' 10' AND TYPE AS NOTED MINIMUM OF .5% AND A MAXIMUM OF 20% AND DESIGNED S' (G. V. -GATE VALVE) ........ ............................... —_ ♦`W TO DRAIN THE SURFACE WATER PROPERLY. ADEQUACY OF DECLARATION OF RESPONSI CHA R- 7' 1' I CONSTRUCTION OF FIRE HYDRANT ASSEMBLY ..................... THE STRUCTURAL SECTION AND SURFACE DRAINAGE SHALL ?., BE INSPECTED AND CERTIFIED BY THE CITY ENGINEER. ELEVATOM SHOWN ELEVATION SHOWN I ItERlsBl' DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, ON PROFILE ON PROPN.E Z ,� CONSTIZUCTIONOFBIOW -OFT• ASSEMBLY ......................... _ THAT ]: HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSION' 2% Yt � x RELEASE CONSTRUCTION OF MANUALAIR M. A.Q. SIDE AL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. — s•: ' • t I OR &VACUUM VALVE ASSEMBLY :. . 1•' >4* P.C.0 • . . • .: •.:;• . �.. .. � .� ASR ............................ _ L .. 2 • .• 1.6' : .: 4 P.C.C. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS K _ _ _ � - CORE SECTION � SIDEWALK CONSTRUCTION OF /O X P/0 X FLANGE TEE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DI NOT 6 4' A.C. OVER O' A.S. CLASS a MIN. S' CURB W/ FLANGE VALVE ..................... RELIEVE' ME, AS ENGINEER OF WORK, OP MY RESPONSIBILITIES FOR PROJECT. AND GUTTER AND/OR PER BON.t � AHD GUTTER DESIGN. ENGINEER'S RECOMMENDATION Q POPESSJOw (6416 NOTE !) CONSTRUCTION OF ALL P/O TEE ............................... JP ENGINEERING, INC. �Q�� N P AC•q� �^ �` CONSTRUCTION OF REDUCER .... ............................... 8265 -A VICKERS STREET — —_ 5Y SWALLOWTAIL ROAD - TYPICAL SECTION � SAN DIEGO, 37 7 92131 No 32031 NO SCALE (619) 569 -737 CONSTRUCTION OF CAP ASSEMBLY .............................. - - -� LEGAL DESCRIPTION �� * s�lf CONSTRUCTION OF WATER SERVICE ............................. ,/,($j /.!j A —� , yt -4 Q/ � AIL, THOSE Fl�l�.[TONS OP THE NORTH HALF C-[' IIIE SOt7LH IfAI,F OF TIC BY' DATE: SOUIMEAST QUAI:TI;Tt OF SECTION 34, AND OF :II - SOUTHWEST QUARTER OF JORGE If. PAL.ACIOS, RCE 32031 4 C10- CONSTRUCTION OF WATER SAMPLE POINT ........................ TILE SOUTHWEST QUARTER OF TfIF: SCUIHEAST QUARTER OF SAID SECTION 34, MY REGISTRATION EXPIRES DECEMBER 31, 1992 TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BU44ARDRIO MERIDIAN, IN THE ffE AdPY OF SNZ DIEGO STATE OF CAISFOfttiIA, AOOORDER CHANGES TO THESE TO UNITED GO IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN STATES AS S I SURVEY, LYING EASTERLY OF THE CENTER 317, OF THE PLANS. SATISFIES THE REQUIREMENTS � AS STATED IN THE FINAL NOTICE OF O P /O = PUSH -ON OR MECHANICAL JOINT OF F C O U NTY WHI Duero CO[JUNiY. I IS S Of STIL ON MAP OF COUNTY I11 THE' 01 OF TIfE SURVEY N0. 1317, COUNTY SURVEYOR OF SAID A PLAT IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A APPROVAL FOR TM 88 -326 AND THE STANDARDS FOR PRIVATE STREETS. SAN DIEGO FILE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF — -- r THE IMPROVEMENTS. AS BUILT J.H. PAII�CIO:, RCE 32031 DATE ZONE I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE REVIEWED FOR CONFORMANCE WITH PRIVATE STREETS STANDARDS: Y t` RR-1 PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK 19 9 ,3 UNAUTHORIZED CHANGES & USES: The engineer preparing U ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE these plans will not be responsible for, or liable for, unauthorized AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS H. A A CE 0 DATE By SITE ADDRESS UNDER MY CONTROL, changes to or uses of these plans. All changes to the plans must be PROJECT OR JP ENGINEERING INC. CITY ENGINEER, RCE DATE in writing and must be approved by the p to t r of these plans. $fib Li Q I FURTHER CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS 619 569 -7377 W G NORTH OF SWNUDWIAIL IY_1RD AND DELTA VISTA ROAD AND EAST OF SAXONY BEEN OR WILL BE RETAINED TO SUPERVISE OVER -ALL, GRADING ACTIVITY AND Q ROAD, LEUCADIA. ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. SEWER AGENCY 6 • z cD �•.-�/ ^ OWNER: WATER WORKS APPROVAL LEUCADIA COUNTY MIATNI ONTRICT OLIVENHAMI MUNICIPAL WATER DISTRIC T B Nnf�...J OWNER N t1ik Construction contractor agrees that in accordance with generally accepted construction t AL 8-18-93 AS-BUILT 0 CID AN Ii. practices, construction' contractor will be required to assume sole and complete responsibility for LIN HUI -LAN A 1100 B� ENGINEERING CORPORATION S 1 #1 L and property; that this requirement shall be made to apply continuously and not b - - lEtw�t,�s•v " job site conditions during the course of construction of the project, including safety b limited to all persons C C t V O f f 1 1 Q C C I I ADDRESS: C / 0 DAVID LIANG CORN/N1IS 61d11OM NO DATE By D E S C R I P T I O N No By A T M ISCRIP TION _ LLJ normal working hours, and construction contractor further agrees to defend, indemnify and hold « 7710 BALBOA AVENUE, SUITE 111 APIROY[D BY: ��IA[ A 25 / SD "DOf - 45+-Ol J P ENGINEERING / 1 N C . E I N [ R O P , WORK : P 1 L [ CON I w design professional harmless from any and all liability, real or alleged, in connection with the &Iimmofl vraou SAN DIEGO, CA 92111 TEL: (619) 576 -3000 C.E. 163!6 9%71 JOB NUMBER 1 4 #& W performance of work on this project, excepting liability arising from the sole negligence of design 1 CIYO MMSI♦RMM LA1r• PLA1rM1OJll111O ASSESSOR S PARCEL: 21G- 110 - 136 1 1 91 - .Z lt ��l tot" OWTOTT. PR PARATION AND REVISION LO a professional. DATE: s @ISO V#I 8TRQT,00111 A, BA•I OMO.CA N 111 REVISIONS APPROVED DATE REFERENCES DATE ( SCALE FIRE DISTRICT A �VA� -8 CI'T'Y ENCINI PUBLIC WORKS DEPARTMENT DRAWING . 141 Q O,. AS- BUILT 1073G J;1 QCRIPPION : C-0176 BLt&I CAP III APPROVED PLANS PREPARED UNDER SUPERVISION OF RECO APPRAIED PLA111 PONS TIM 941 - TM 4265 -1 SHEET 5 JoI,1z:0 QJt4CRUTE MJN[202TT L�UC TM 4460-1 SHEET 4 AND 5 t•/2 1 EAST SIDE OF SA?ODNY ROAD AND HORIZONTAL N A BY: DATE BY: BY: CITY ENGINEER Vl 1 073 R 2DGO IT. S. OF LA com AVE. II I7aCM COUNTY OF SAN DIEGO VERTICAL N/A R.C.E. N0. 32Q31 DATE: DATE: ! / - S CRT OF sNVm" T gamete : 59.169: M. S. OAT`: EN(i1NEER IIIIm EXP. 12 -31-91 WORK PROJECT No. SHEET OF LEUCADIA COUNTY WATER DISTRICT OLIVEINIAIN MUNICIPAL WATER DISTRICT SEWER LATERAL DATA SEWER NOTES WATER NOTES 60' 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE NOV. d WATER DISTRICT (L. C. W. D.) STANDARD SPECIFICATIONS. WITH THE DECEMBER, 1987 STANDARDS OF THE LO ELEY. T P/ MAIN j REMARKS 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR 10' 20' 20' ' CONSTRUCTION'PRIOR TO ANY CONSTRUCTION. SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS A it D IF a S TATI" 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE ON THE JOB SITE AT ALL TIMES. L.C.W.D. INSPECTOR PRIOR TO BACKFILL OVER ANY 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF �, 1 f ; SEWER 'Y'S. DISTRICTS INSPECTOR. INSPECTOR'S SCHEDULING MUST 5 5 310 .5 3 4 so 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE BE 24 -48 HOURS IN ADVANCE OF WORK. 2 4 3 + + A PART OF THE SPECIFICATIONS. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE 3 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT WATER MAIN PROFILE TOP OF PIPE PROFILE IS 48- 4"P•C.C• � � G 3 E - + THE APPROVAL OF L.C.W.D. ENGINEER. INCHES BELOW CENTER LINE FINISH GRADE OF STREET. SIDEW SIDEW AA LK ALK I 4'P.C• f , + 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT 4. INSTALL A MINIMUM 1 -INCH. WATER SERVICE TO EACH R E SE ) _ _ _ _ + as CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT G" CURB 4 "AC. OVER C "AB. CLASS II MIN. ; THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE LINE AND /OR OUT OF DRIVEWAY. A 3/4 -INCH HIGH AND GUTTER AND/OR PER SOILS AND CdTTER , .0 ; OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE LETTER 'W' SHALL BE CHISELED IN TOP OF EXISTING ENGINEER RECOMMENDa1TION WITHIN THE LIMITS OF THIS PROJECT. CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE 2G 9+ 96 7. ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST CROSSINGS. METHOD AFTER CONSTRUCTION OF ALL OTHER UTILITIES 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH BELL VISTA DRIVE TYPICAL CORE SECTION AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS NO _ ✓ SCALE 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR ✓ ADVANCE OF BEGINNING WORK SO THAT INSPECTION CAN BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR IOW STA. G + 68.92 TO STA. 13+37.84 BE PROVIDED. POINTS. 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING A 48 -INCH MINIMUM COVER. ALL LATERALS SHALL BE MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF 2 CONSTRUCTED CLEAR OF DRIVEWAYS. ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE SET AT A MINIMUM GRADE OF 2.O% WITH A MINIMUM DROP NOTIFIED TWO WEEKS MINIMUM. ON ADVANCE OF ANY OF 0.3 FEET, AND AN INVERT DEPTH OF 6 -FEET BELOW SHUTDOWN. TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL APPROVED BY L.C.W.D. ARRANGEMENTS FOR HIGH- LINING TEMPORARY SERVICES, 4D' 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER etc., PRIOR TO SHUTDOWNS. CONSTRUCTION ARE AVAILABLE AT THE DISTRICT OFFICE. 8. LINE VALVES, WHERE REQUIRED, AT STREET 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION C/L BE AT THE EXPENSE OF THE CONTRACTOR. OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. to' 20' 8' !' 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT 9. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE THE PERMISSION OF THE DISTRICT. DISTRICT, ARE TO BE INSTALLED AT LOCATIONS I V ( �+ 14. ALL PIPES SHALL HAVE 4 -INCH MIN. ) CRUSHED SPECIFIED BY THE FIRE DISTRICT. � BEDDING, SHOWN ON L.C.W.D. STANDARD DRAWING S -12. 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT WITH OSHA. A COPY OF EXEMPTION LETTER OR SHEETS. TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS TO THE DISTRICT PRIOR TO CONSTRUCTION. 4 "PC.C. •�.;• SHALL BE SUBMITTED TO THE ENGINEER OF WORK AND THE 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL SIDEWALK I DISTRICT ENGINEER BY A QUALIFIED SOILS ENGINEER DESIGN, I.E. ; LINE CROSSINGS, LINE PARALLELING, OR RE 60C - -J •' A.C. 1141001 TYPE 'A'P!R WHICH CERTIFIER THAT TRENCH BACKFILL WAS COMPACTED PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. ALL 6' CURB 3' A . OWE A.D. CLAN N ION. RN O -! AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE EXISTING PROPOSED UTILITY CROSSINGS, OR UTILITIES AND OUTTEN A KR • WITH ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT WITHIN 10 -FEET OF PROPOSED WATER MAIN, SHALL BE iNEER'! NEC NOATION SPECIFICATIONS. SHOWN ON IMPROVEMENT PLANS. 17. SEWER LATERAL TABLE IS ON SHEET NO 2. 12. ALL WATER SERVICES FOR IRRIGATION, AND COMMERCIAL L A STA DRIVE - T L CORE SECTION r 18. THE CONTRAH.'Y'OR SIIAU CONFORM TO LABOR CODE SECTION OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED 6205 BY SUINIITTING A DETAILED PLAN SHOWING THE BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF NO SCALE DESIGN OF SHORING, BRACING, SLOPING OR OTHER WATER METER. STA. IO +02.38 TO STA. +37.84 PROVISIONS TO BE MADE FOR WORK PROTECTION FROM THE 13. THE WATER SYSTEM SHALL BE PRESSURE TESTING IN HAZARD OF CAVING.GROUND DURING THE EXCAVATION OF ACCORDANCE WITH THE PROCEDURES IN THE STANDARD SUCH TRENCH OR TRENCHES OR DURING THE PIPE SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED INST.ALLATIOII THEREIN. THIS PLAN MUST BE PREPARED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND PIPE, VALVES (CLOSED) AND APPURTENANCES. APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE BUTTERFLY VALVES SHALL BE DRIP -TIGHT AT 200 PSI PLAN VARIES FROM THE SHORING SYSTEM STANDARDS MINIMUM. ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE 14. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR PROVIDE WRITTEN DIMENSIONS TO INSPECTOR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. IMMEDIATELY UPON INSTALLATION OF VALVES. 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY THE STANDARD SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO THE PRECONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. LEVATIDN PT. 0.4' ON PRO LE �'-•• ' TYPE R '1' -•' 2' -0' 1/20R i 5/8' P.1. 2' 11/10' '.• P ., ~ !� OUTTER • ' • • Y « fl CURB :wlAKENED PL P,L NOTE: TRANSITION MAY SE IN RITNlIII CURB RETURN 00 TANNNT SECTION DETAIL OF NOAIZONTAL CURB TRANSITION z CURB AREA NO SCALE .IS S0. FT.) 4 NOTES: - �► 1. CONCRETE SHALL BE 520 -C -2500 2. SEE STANDARD DRAWING G -10 FOR JOINTDETAILS W ti U W 21 0) • 4 v fESS /pw Q N P444 0 � ` BU I L T Z .g 40 • &18-93 AL AS- LT W $� � No. 32031 �, 0 A t (A I P T I N N Y DATE 01669 12- 3/'f 2 * 9 3 (n z !NS OP MOLAR: PILE COO! : d ALACIOS CE 0 UA1[ W (� J� ENOIN<ERINO.1 C. r em Iw .,�,, ! „ R „�, I , N! 1 191-90 F � JP ENGINEERING, INC. N. FALAC162,11leff 11021 haTs W W 619 569 -7377 pN VN711� •TIC ►.OY17! A r ' •AN NIOO •! t t t t '.: -; - _. , _ Q (4191 f** -?lTT PREPARATION AND Revision Q 2 REVISIONS A" MOVED DATE REFERENCES DATE MAW SALE SAL plg�T APrIIO�V+AL.A OF ENC PUBLIC WORKS DEPARTMENT DRAWING Q. W Q [L R&016E SEW A 1 TMA IO7�8 0-0176 HIMM CAP IN PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPR ED AM RPMe .t- TM 4 -1 5 I-I2- OCNCRE>L 1 4 �- !Y: • = - � I T TM - IlII INIT41 SLT4AN05 - 12 - 80 jm: Wm S= Q &%jM 1n11D = HORIZONTAL WA DATE : 2560 I T. S. OF IA CWA AVE. Y EN611 EER 1111116 mm FK 59.1 ENGINEER •Comm or SAN DMO VERTICAL N/A R.C.E. W - W031 DATE: DATE: Ae- Z• -9/ ' • ` CMT � AS vow N��; 1073 fin: M.S.L. EXP. '^ WORK Mto,lECT No. SHEET OF - - - - - - - - - - i - -- - -- - = -- -- _.�.- _ C : + - E- i - - T - -- - - -- fi — - -- - - ♦ + i - - : + - - - - - - ! —_ — — _— . _ _ - AIR- CFA1= t 1 __ - __. I pf + — r - - - * -�- - -- - - - + - -- - - - -- -- -- _ t - - - - - i - __F - :i - - _ . 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 SUBDIVISION BOUNDARY CENTER LINE DATA � 30'wATER EASEMENT N0. DELTA RADIUS ARC NOTES TO O.M.W.D.PER MAP BEARING DIST. SEE SHEET 4 A %' � �O� I o ] > 2 BOUNDARY N m N00'09'41 "W 668.92' Ctf uj 6 +68.92 REMOVE EXIST. M.A.R. &CAP ASS'Y - C 7- ` y I + 2 AND INSTALL 14 "X12" REDUCER J N 9 = O CURB LINE DATA EXIST. A.C. BERM TO > o a C BE REMOVED < 1 i O_ r 9 N 1 0 N0. BEARING RADIUS DIST. NOTES a a O a C 6+12.08 MEET EXIST. CURB, N a O1 J " ° ° >_ in + 1[] N00'09'41 "W 240.84' 6" TYPE 'G' RW GUTTER do SIDEWALK I v N I J N N " nNO o + W co m �2 N00'09 41 W 392.91' 6" TYPE 'G' 1/2 "s 3 PROPOSED RAV ca' PROPOSED R/W 3+37.84 S00'09'41 "E 66 .92' 6" TYPE 'G' :•;' :, . ' AR &CAP ASS'Y ® 80WiM'l41 14.92'. 6" A.C. BERM E XIS T. tr• �a ; ;., .f�,tr....,. . 4 A.C.P. BARRICADE s: }. .'t : : y } 'Ji: trtr E XIST, }• R . } f :.J •• . }:�:•J'ffffff•J:fff!ffi ...v:•::::: 5 +00 6 00 1 PER M N SIGN 4 ::'a • >:. 1 PER M -9 � EXIST. 6" A.C. BERM WATER MAIN CENTER LINE DATA RW RW EXIST. A.C. NO. TA R IU _ARC EXIST. PAVEMENT TO D BEARING E REMOVED > — — _ _ _ _ _ _ _ _ _ _ _ _ ___ NOTES _ _ _ DIST. PROPOSED 1 N00'09'41 "W 25.00' 12 "PVC C -150 Z) TO REMAIN N BELLA o < VISTA DRIVE EXIST.M.H. #5 m a) 3 o"� f a a> Q N00 09'41 "W 195.00' 8 "PVC C -150 � EXIST. F/L STA. 6+65.00 Z a" "� cO ° w p -�� o SUBDIVISION BOUNDARY 0 3 N89'47'31 "E 15.00' 12 "PVC C -150 I.E. 3 6+6 0 + � 4 ' w STREET DEDICATION PER J m � + ST REE T DEDICATION PER � Z " " (n N N co = = DEED REC. 10 -3 -91 N W N v o DEED REC. 1 -6 ,+� 4 N00'09 41 W 448.92' 8 PVC C -150 m 5 N a F /p NO 91— 0511605 w rn �, F/P ND- 92- 00 24 G29 m ao o 00 06 W C rn Z co m 0000 o� Y QpOFESS1y,_ 7 3 ��d� µ PA(1 Fy o Q 1I') 6 2 �� `'q - SCALE: 1 " =40' AS BUILT W z N 5 1 6 -1&-9 AL AS- BUILT 32031 N0. DATE BY DESCRIPTION NO. DATE BY DESCRIPTION t EXP. 12-3F- t CJ!= 0 JP ENGINEERING, INC. ENGINE R F WORK: FILE CO s h 011111- J.H. J.H. PALACIOS RCE 32031 DATE W V CIVIL ENGINEERING a LANDSCAPE ARCHITECTURE /- 30 - Igl -9JF c1��F� JP ENGINEERING, INC. W W X11 619 589 -7377 Z z LAND PLANNING ■ SURVEYING J.H. PALACIOS, R.C.E. 32031 DATE � 8265 -A VICKERS ST. SAN DIEGO, CA 92111 Z Q 619 569 -7377 FAX 619 RA 569 -0630 PREPARATION AND REVISION LOG C) REVISIONS APPROVED DATE REFERENCES DATE BEN CH MAW SCALE SPECIAL DETFIC DESIG B y 1 DRAWN B y CHECKED BY APPROVALS CITY OF ENCINIT PUBLIC WORKS DEPARTMENT DRAWING NO. W Q a.. WIDE BELLA VISTA FULL WIDTH 1073 G DESCRIPTION C -0176 BRASS CAP IN PLANS PREPARED UNDER SUPERVISION OF RECD END D APPR D IIII PAWEMENT PLAN FOR TM 88 "'26 AS- BUILT TN 4265 -1 SHEET 5 1-12-84 COWKTE MONUMENT. C 40 TM 4460 -1 SHEET4 AND 5 2 -12-85 E".ST 5111E OF SAXONY ROAD HORIZONTAL I "= DATE a BY: BY: B E L L A W �T A DRI A 560 FT. 5 OF LA COSTA AVE. n QQ � CI ENGI ER Q� C RECORD FROM: COUNTY OF SAN DIEGO VERTICAL I =y R NO.: 32Q31 DATE: - DATE: �/- L° '/� CITY Or C SS ENCINITAS TRACT N0 -326 073 R ELEYATM 59369 DATUM M.S L. ENGINEER EXP. (_ T3I42 PA WORK PROJECT NO. SHEET 3 OF _ - - - - it - - a ( t t t t t t - - - t - } - 1 - - - — - - — - - -- 4+1i I T I - - I - I - . - — - t _ - - t�- - - :T - - _ -- _ z } - _ t T - — - - - sh , i r r I t - -- Y — lit t - + La w t , r __._ ui 1 - -- - - -- _._. - .. _ - - --1 -- - - - - - -- - +- 1 — _ _ _ - - -- _ - - - - + _ fi i 1 --� t t r =t -- - - - — r - - I I f -- -- _ t -4 4 4 lz� - - - + - t -y -- i : � r I r , 1 r - - At DRI V r - - -- - - I f -- r t - - - -r } t - -- %+ r ALI, T t , 6+00 5 +0 5 4 +00 3 +00 2 +00 1+00 0 +00 (SEE SHEETE5)ER 5 10 SEWER e WATER MAIN CENTER LINE DATA EASEMENT r 5+ 1. 4 RA PT. -� 5 CENTER LINE DATA _� NO. DELTA R ARC 5 NO. TA RADIUS ARC BEARING DIST. BEARING DIST. NOTES - -- ® 1 $89'50'19 "W 175.00. 8" P.V.C. C-150 S 89'50'49" W 190.00' 3 0 210.00' 90.00' 8" P.V C 1 ' 200.00' 2 .. C-150 S ' - !' TRANSITION FROM ROLL CURB TO N 19'0941" W N19 09'41E 90.00' W 6" TYPE 'G' CURB ON BOTH SIDES OF BELLO MAR DRIVE N 7050'19" E 24.00' SEWER MAIN CENTER LINE DATA NO. DELTA RADIUS ARC /M.A.R. BEARING - - DIS . NOTES g CAP ASSY CURB LINE DATA ` C R. 10 $89'50'19 "W 35.00' 8" P.V.C. `��.:, �� " o ' N0. LTA RADIUS ARC NOTES 5.24' < z > 19' 21" 200.00' 235 8" P.V.C. 4 7 gAr ��( o, ac Z BEARING - -- DIST. 3 N1 "W 8" P.V.C. ® 14 51' 23" 200.00' 51.86' 8" P.V.C. 4}+ S B CURB a o W 2 90' 00; 00" 30.00' 47.12' 6" TYPE 'G' y N04'18 18 "W 1 OZ 8" P,V.C. 3 0 < 3 589'50 19 "W 140.00' 6" ROLL CURB W W �.. 71' 00 OD 216.00 267.66 " � ,SYPE 51P 4k 32T 4B N O W -j 1 +95 LAT. LOT 10 4 N19 09'41 "W 90.00' . r TYpE h� . R1M 6� — 5 251' 40' S6" 40.00' 175.71' r L ' 1 1 1 ,, 1 a t ' «''` k �— TRANSITION FROM ROLLED ° 6 71' RANSI 40' 57" 30.00' 37.53' " ~ STORM DRAIN DATA 3 S19 "E 2 3.55' � � •� , h cuRe To s TYPE c cu Re 0 7 ' NO. _ DELTA RADIUS ARC I 23' - 8 71' 00' 00" 184.00' 228.01' _ BEARIN - -- DIST. NOTES / 4 ry 9 " Mi 10 570'50'19 0 W 32.00' 18 "RCP (D -1350) / k i ' I ll,t 6 I } 15 9 N89'S0'19 "E 140.00' - PRIVATE DRAINAGE � ",• `� a O 10 1 1 90 - 00' 00" 30.00' 47.12' 6" TYPE 'G' 2n S53'13 47 "W 25.00 18 (D -1350) EASEMENT PER MAP S + Ln STA. 1 + 55 > 0 ? 529'51'47 "W 5.00' 18" CMP (14 -GA) �/✓ I ® $29'51'47 "W 15.00' 18 "RCP (D -1350) !� :h:. 1 • ;.II 0 j;II. + I RIM EL.344.TG �I � SUBDIVISION BOUNDARY ~ / a ;; ;:::::. is ti 10 4• 3 9 �' F— co P/L �.� ° °' > w I 10' SEWER 3 ii 1:;::: AS BUILT N EASEMENT � 0+ 00 8ELL0 MAR DRIVE PER MAP � :: :: B- 9 -93 �, a+ 9 6.9Z tLLA VISTA DRIVE W Y. n J•H. PALACIOS CE 320 DAVE SEE SHEET 5 �; °� °' ;:; j � ''I;;:: P ENG EERING, INC. 0 1 2 < w w 619 569 -7377 QFpFFSS /Owl 0 0 o J O+ 15 BELLO MAR DRIVE _ Q ^ io 8 7 3 pA Fyn, 2 + m I + 1 W 8 +98.92 BELLA VISTA DRIVE z + CONNECT 70 8" P.V.C. 6 3 Qo',r II a m WATER MAIN z Lo 5 1 8-18- N AL AS- BUILT No. 32031 U N0. DATE BY DESCRIPTION N0. DATE BY DESCRIPTION �. -\,EXP. 12 -31-92 • a 20 co 00 JP ENGINEERING. INC. ENGINEER of WORK: FILE CODE: ~ SCALE = TRANSITION FROM ROLL CURB QZ U) CIVIL NGI EE I M L �DSCAPE ARCHITECTURE I_30_g 191 -9 \�_GAsv TO 6" TYPE 'G' CURB LLJ (n LLJ LLJ L j 825)S 569- 7377 FAX 6119 569- 0830 T SA N 011 J.H. PALACIOS, R.C.E. 32031 DATE 47- � - PREPARATION AND ON LOG U Q ( , REVISIONS APPROVED DATE REFERENCES DATE I MART( SCALE �� D�TpCT APPROVALS z D EXTEND SEWER 1073 Q CITY Or- ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. LLJ Q a- LOWER AN QC&QWTiQN; C -0176 BRASS CAP IN PLANS PREPARED UNDER SUPERVISION OF RECO ME ED APPR ED IMPROVEMENT PLAN FOR TM 88 326 AS- BUILT TM 4215 -1 SHEET S 1 -12 -64 COMC*ETE MONUMENT. n /� /� BY: �' TM 4460 -1 SKET ANDS 2 : EAST SIDE L CO ST A SAXONY ROAD HORIZONTAL 1 = 40 DATE : 9 — BY BE L L O MAR DRIVE (PRIVATE) RECORD FROM COUNTY OF AN DIEGO VERTICAL I " _a 3&Q3� 1 CI EN61N ER ELH1/ R.C.E. NO.: DATE: l' -U DATE: - f� CITY OF ENCINIT" TRACT NO. 86 -326 1073 R A�11 = 59.169 DP�TUM M.S.L. -E NVWER EXP. �� WORK PROJECT No SHEET OF ISS NO M INEEIIIIIIIENEEMEEMEME !!_!! ! !! ' ! ! MINE a -__ __ ♦L �e SSS ssEEE sm S E SS sa EEEl:>EEE: S _ _ == S! S!!! 5� sas�sE� =:.;- :• 1:; :;_ — ! _ !! a ! ! !! 1!!!!� ! ! !! ! I MRIP 0 ME WE so M oil Emoons Sol I ! E M =! EEEEEE ! !! ! 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': I" r _ . � # -.. ♦_: ♦ : - }}- -rte.- ♦ _ _. ♦. :. 1 _ I . , � Y - � I ' " - 1 I y - , r r : t _ _ - t - - —� - I I ! ! - - +- - - : 4 I ids 1 1 1 1 I I } - I i 1 y - - _ ft AR INUE I - -- - _ -- - f 1 , r 1 t PrT - - - 4P I llR I t I - -- - i r -- - - - - - - -- - - -- - - ------ - { t rt r r - k+ t - - 1 I i 1 , - - -- , ♦_.. p ._. -_ __- - _ � p P3 �. ; + S — - - I 1 , T r 11+00 10+00 9+00 8 +00 CURB LINE DATA WATER MAIN CENTER LINE DATA 0 N0. DELTA RAD ARC NOTES DELTA RADIUS ARC NOTES o BEARING - -- DIST. BEARING - -- DIST. 1❑ 03'40'49" 1020.00' 65.52' 6 "TYPE'G'CURB 4 13'36" 990.00' 73.03' G" P.V.C• - f50 = 0 16'41'25" 220.00' 64.09' " 13 ° S 3❑ 234'32'08" 40.00' 163.74' " ® 72 06'19" i 30.00' 37.75' 1 " E 2 44'11" 980.00' 1 46.80' ^ j n' 5' TYPE 'B' ° PEDESTRIAN RAMP CURB INLET o TYPE'B' PER CENTER LINE DATA STORM DRAIN CENTER LINE DATA RS SCALE 1 " =40' . 10' PEDEST RI RIAN N NO. DELTA RADIUS ARC NOTES NO. DELTA RADIUS ARC NOTES EASEMENT —� BEARING - -- DIST. ,.� - BEARING - -- DIST. PER MAP \ ` a) REMOVE EXISTING AC BERM AND REBUILT EXIST. DRIVEWAY. 10 03'40'49" 1000.00' 64.23' 0 N 85'21'31" W1 1 166.00' 1 18' R.C.P. 5 EXIST. SEWER LAT. { y ,,, v TO BE CONNECTED 16'41'25" 200.00' 58.26' 4� TO NEW 8'-MAIN. .. ® 88'23'34' W 20.00' 1 SE SEWER MAIN CENTER LINE DATA E N0. DELTA RADIUS ARC •� • , ''' •�;r'•x�::.,.,. " X 1 ST•8 SE M.A.R. —� � "'�`' EXIST. 10 A.C.P�i BEARING - -- DIST. CAP A55T. ROAD a '• m 8'35'40" 1000.00' 150.00' 8 "PV SEWER �� .,� / o o + S - � T -- O U) r'- ��50 0 1 o o � R W LtJ r. C- CO C5 0 ) 8+50 nN rn �' r rn' 8 +50 M.H. 6 a RIM ELEV. 280.11 ] PROPOSED 10' 4, LO cn W DRAINAGE o ° x Q + O1 "' 8+84.82 MEET EXIST. IMP. L pltofESS /� EASEMENT ° < w 8 3 \�� wH. Pqi ell PER MAP ^ Q ° o o PER TM 4265 -1 z `9 [ \C � II a) � v 1 8-18 -9 AL AS- BUILT w No. 32031 AS BUILT C^•'/ m U) 0() N0. DATE BY DES IP ON 90. DA BY DE 1 ON �\ EXP. 12 -31 -92 * B -/� -93 9+34.28 REMOVE EXIST. B.O. do CAP ASSY. 0 JP ENGINEERING, INC.. ENGINEER OF WORK: FILE CODE: �e ND CONNECT TO 10 WATER MAIN /10 x 9. CIV11 a J H PALACIOS R 31 DATE (o "REDUCER z z CIVIL ENGINEERING ■LANDSCAPE ARCHITECTURE i / - 30 - 91 `91_90 •;p, j JP ENGINEERING, INC. — � LAND PLANNING ■ SURVE41N6 J.H. PALACIOS, R.C.E. 32031 DATE 8265 -A VICKERS ST. SAN DIEGO, CA 92111 619 569 -7377 619 569 -7377 FAX 619 569 -0830 PREPARATION Aim REMSION LOG U �� DESIGNED BY 1 DRAWN BY I CHECKED BY REVISIONS APPROVED DATE I REFERENCES DATE BEiNCH MAW SCALE SPECIAL DIS FJCT APPIX11VALS Z < _ CITY OF ENCiNiTAS PUBLIC WORKS DEPARTMENT DRAWING N W Q 0.. AS -BUILT PLANS PREPARED UNDER SUPERVISION OF RECO MEND 107!4 DESCRIPTION: C -0176 BRASS CAP IN D APPRO MENT PLAN TM42fis-1 SKEET 5 CONCRETE MONUMENT. � , VE SWALLOWTAIL ROAD TM -326 TM 4460451fEET4AND5 LOCATION EAST SIDE OF SAXONY ROAD HORIZONTAL -L-2�L DATE 1 = 9 � BY: � •� BY: I AND 2560 FT. S. OF LA COSTA AVE. ��pp ITY NGINEER 1073 D RECORD FROM COUNTY OF SAN DIEGO VERTICAL 1—�_ R.C.E. NO.: 32031 DATE I DATE: z! - za' Si CITY OF ENCINITAS TRACT NQ 88.326 fl ELEVATION 59169 DATVM M.S.L. ENGINEER cios JO EXP. 12 -31 -92 WORK PROJECT NO. SHEET 6 OF