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1998-5823 G (Plans) mv Nt71'E3 in Ar A GAMY:APINC LE00 S !!m 1. ALL SLOPES SHALL BE PUNTED AND IRRIGATED IN ACCORDANCE NM PLANS i. HINTER VMS; U1ER11LS AMMO Sf#ALL W COISTREXTED ACG171WM A. GENERAL APPROVED BY 7HE CITY ENGINEER. PUNS 94ALL (:OVIFORM To iw CITY OF ENI wAS PROPERTY BOUNDARY - TO THE STANDARD TECIRCAi7ONS OF THE SAN DIEGUITO WATER DISTRICT. THE 1. ALL WORK SHALL K DOPE IN ACCORDANCE Nn H THESE RLMN'S~ TIE STANDARD GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS_ CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF OE SPECIFICATIONS FOR PUBLIC NORKS CONSTRUCTION, THE DESIGN CONSTRUCTION 2 FINISH GRADING AND PLANTING 91ALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO WAR AFTER THE DATE OF ACCEPTANCE STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA REGIONAL STANDARD OCT06ER 1 OR IANMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETNEEN EXISTING CONTOUR - - -- -�- - - - I-WESS OTHERW E NOTED, ALL CONNECT01S TO EXIS MAINS KL BE MADE BY DRAWNG,% AND IW CURRENT SAN DIEGUITO WATER DISTRICT STANDARD SPE(,0CA710NS OCTOBER 1 AND APRIL 15. THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER FOR CONTRACON OF WATER MANS ANY CHANGES OR REVISIONS THEREFROM SHALL E Brom cww PAYMENT OF THE ESTIMATED COST BY THE OWNER/ E'VELOpER CONTRACTOR SHALL BE APPROVED BY IW CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. EXISTING ELEVATION COORDINATE NTH DISTRICT ALL ARRANGEMENTS FAR HIGH - LAMING, TEMPORARY 2 THE SOILS REPORT TITLED 'SOILS INVES77GAMR, PROPOSED CLASSROOM BUILDINGS 1. AV CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVID PFEIFFER AT DOMMY AND S€RViCES, ETC:, PRIOR TO SHUTDOWN BEND" LUTHERAN CHURCH, 925 BALOUR DRIVi~ DMTAS, CAUFARMA' PREPARED ASSOCIATES, ARCHITECTS AT (619) 692 -9393. 3 WHERE ELEVATIONS AND GRADES ARE NOT 9M ON THE NXTER MAIN PROM TOP BY BAYSyDE ENGINEERING AND DESIGN DATED 811211998 SHALL BE CONSIDERED AS A PART 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVALALE AT ALL NEW CONTOUR OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FPM GRADE OF STREET. OF THIS GRADING PLAN. ALL GRADING SHALL BE DOME IN ACCORDANCE NTH THE TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY 4 ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS RECOIYMENDA71ONS AND S PECIRCA71ONS CONTAINED IN SAID REPORT. MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE S CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AiD METER BOX FOR I APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 92ES� LOCATION AND RAPID COVSMC77ON OF TEMPORARY DEVICES WHEN RAM 1S EMINENT. NEW ELEVA 71ON EACH RESIDENTIAL LOT. TYPE OF DRAINAGE FACIUTIES, NOR OF IMPROVEMENTS NTHIN STREET RIGHT -AF -WAYS 3 DEVICES SHOWN ON PUNS STALL NOT BE MOVED OR MODIFIED WITHOUT THE - & CONTRACTORS SHALL ACQUIRE A SING PERMIT FROM THE CALIFORNIA DM90N SEPARAiE APPROVALS AND PERMITS FAR 7HESE SHALL BE REQUIRED IN CONJUNCTION APPROVAL OF THE ENGINEERING INSPECTOR OF SAFETY FOR ALL TRENCH WORK NTH IMPROVEMENT PLANS 4 7HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL AYLIGHT LHNE OL DEVICES TO WMING ORDER / IICUT LIVE Z INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDFINX E10 OR 2 4. MR/TTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-97E GRADING 70 THE SA TISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING FEET BONNE WHERE SIDEWALK NIL BE CONSTRUCTED. I CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT RAINFALL A PROVIDE AIR RELEASE ASSEiMBLIES AT ALL HIGH PAINT IN HINTER MAN. ADJACENT PROPERTIES DURING (,TRADING OPERATIONS ANYINING DAMAGED OR i THE CONTRACTOR SHALL INSTALL ADDI71ONNAL EROSiONN CONTROL MEASURES AS MAY EARTH BLADED SWALE !>! CONTRACTOR SHALL OIFTAIN ENCROACHMENT PERMIT FROM 7HE CITY OF E waA TAS DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EVS77NG PRIOR 70 BE REQUIRED BY 7HE CITY ENGINEER DUE 70 UNCOMPLETED GRADING OPERA TION OR FOR ANY E7(CA VA TIAN W71WN EXISTING CITY RIGHTS -OF -WAY. GRADING UNFORESEEN CINCUMMSTANCES N41C H MAY ARISE 114 THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE MATER LINES B THE DEVELOPER SHALL K RESPON198LE THAT ANY MOWUMENT OR BENCH MARK NMCIH 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS DIRECTION OF FLOW ---� ARE INSTALLED NTHW EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS= IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A 70 PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A WAY, PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR HAZARDOUS COND/flAN CONCRETE CURB SaRSD 0-1 DMITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TD THE SAN Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 01EGUI R) WATER DISTRICT OFFICE INCLUDING SHORINq AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, SHALL BE INCORPORATED HEREON. 11. PRIOR 70 AWARDING WATER LIME CONTRACT, ON" SNAIL A747 PROSPECTIVE STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS B GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE- CONCRETE CURB a GUTTER SVRSD G�-z TYPE r CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO NTER DISTRICT'S Q GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MIRE OF A STRUCTURE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SPECIFICATIONS FOR !HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWIN THE HOURS OF 5:30 P.M. 9 ALL REMOVABLE PROTECTIVE DEVICES SHOW SHALL BE MN PLACE AT THE END OF EACH t2 THE CONTRACTOR SI ML NOTIFY THE DISTRICTS NSpECTIOPN DEPARTMENT 46 HlbfniS AND 7 30 A.IL NOR ON SATURDAYS SAYS AND CITY RECOGNIZED HOLIDAYS WORKING DAY WHEN THE FIVE (5) DAY RAN PROBABILITY FORECAST EXCIEEDS FORTY CONCRETE' PAVEMENT PER PLAN AV ADVANCE OF BEGINNING WORK TO ARRANGE FOR MISPECTION OF PROJECT. 1 NO GRADING OPERATIONS' SHALL COMMENCE UNTIE A PREGRADNG MEETING HAS BEEN PERCENT (402). SET AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL t3 FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLAflONL HELD ONWE WITH THE FOLLOWNG PEOPLE PRESENT: CITY INSPECTEW, CIVIL ENGINEER, 1a SHOULD G72MiNA71ON OF HYDROSEIDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE 14. APPROVAL OF TINS PUN BY SA WD. DOES NOT CONSTITUTE A REPRESENTATION AS SOILS ENGINEER, GRADING CONTRACTOR AND PERMf7TEE THE PREGRADE MEETING OF GRADED SLOPES (90% COVERAGE) PRIOR TD NOVEMBER 14 THE SLOPES SHALL BE ASPHALT CONCRETE' PAVEMMEN7 PER PLANT TO THE ACCURACY OF THE LOCATION OF OR THE EXSTENCE OR NNON- EXISTENCE O', SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING STABILIZED NTH PUNCHED STRAW INSTALLED IN ACCORDANCE NTH SECTION 35 023 OF ANY UNDERGROUND UTILITY, PIPE OR STRUC7URE N17NN THE LIMITS OF THIS PROJECT. ( 760) 633 -277a THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA IS ALL EVS71NG FAC1LI77ES W" MAY EFFECT FINAL DESIGN, If, LIE• MOSSING% M PRIOR TO HAULING DIRT OR COIVSIRUC77ON MATERIALS TO ANY PROPOSED DEPARTMENT OF CONSERVAflAN L PARALLELING OR PROPOSED CON NECAON SHALL BE FIELD VERIFIED. ALL EXISTING CONSTRUCTION 97E WITHIN THIS PROJECT THE DEVELOPER 91ALL SUBMIT TD AND CONCRETE MASONRY RETAINING WALL SUM C-4 t INE OR PROPOSED UTILITIES CROSSINGS OR NPHIN 10 FEET OF PROPOSED MINTER MAINS RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE SOILS svom P'S CER7FICA7E DETAIL PER PUN 90ALL BE SHOWN ON MIPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER DEVELOPER SHALL COMPLY NTIH ALL CONND/TIONS AND REQUIREMENTS THE CITY f, DAN L ""Y, A REGISTERED CIVIL ENGINEER N TFIE STATE OF CALIFORMA, MINTER MAINS UNLESS GVEN WRITTEN PERMISSION BY WATER DISTRICT. ENGINEER MAY IMPOSE Nf7H REGARDS TD THE HAULING OPERATION. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS: HEREBY CERTIFY Si0RM DRAIN PIPE (PVC SDR35) SDRSD D-6O - 11L MITER CONNEC71ONS TO COAMiERCIAL DEVELOPMENTS 91ALL HAVE AN APPROVED If UPON FiNAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR M THAT A SAMPLING AND STUDY OF THE SOILS CONOITIONS PREVALENT NTHIN THIS 97E , BMCKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION BACIMOW DEVICES FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED WAS MADE BY ME OR UNDER MY DNKECAON IN AUGUST 1998. ONE ®� ❑ ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT - -OF -WAY OR OUTSIDE CERTTFTCATION SHALL BE PROVIDED STATING 'THE GRADING UNDER PERMIT NO. 5823 -G COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, Nf7H MY CONCRETE CATCH BASIN OR CLEANOUT BY WIROONCS, PER PLC PIER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OMCE OF THE CITY ENGINEER SACKFLOW DEVICES ARE RESPONSIBILITY OF OWNER PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PUN'. TINS STATEMENT SHALL FURTHERMORE; I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY ME 1`7 MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BE KEN FIRE HHIDRANNTS ARV BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ©NGIAEER NHO CERTIFIES RECOMMENDATIONS INCLUDED IN SONS REPORT FOR THIS PROJECT HAVE BEEN CATCH BASIN BY IVES, PER PLAN S.D.a E. VAULTS SUCH GRADING OPERATION. INCORPORATED IV THE GRADING PLANS AND SPECIFICATIONS � is UTILITIES TD MAN 7A► MIMIWUII 3' SEPARAiPON IIfO PAHtiMt£ M WATER SERRViCES �� �1►�" LE 4 D 1E CONTRACTOR AND DEVELOPER IS RESPONSIBLE 70 RELOCATE ANY E711S71NG W41 TER ? STORM DRAIN QFANNOUT mm S-3 (TYPE � FACILITY (F.H., METERS, VALVES VALVE BOXES, ETC) THAT ARE EFFECTED BY ITS ! NornF>ra>tars SIGNED: ATE �ltz9 9 W PROJECT. I. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PISS AND STRUCRIRES RCE NO.: 2-4780 212 CONTRACTOR TO SUPPLY 9=1NENTANN SHONAV6 THAT ANY ASBESTOS MITER SHOWN ON THESE PUNS NERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO EXP. DA]E: 9 30 0 / * 2' SEWER LITERAL (4' PK SOLAR SDN4SD S-4, TYPE r ---S PIPES REMOVED FROM 7HE GROUND NEW DISPOSED OF IN A MANNER ACCEPTABLE BY THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES E7(CEPT AS SHOWN IW SAN DIEGO COUNTY WASTE DIVISION. GIN THHESE PLANS, HHOWEVER: THE CavTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT DEMARAVON OF REVONSKE O PM v f C SEWER POINT OF CONNECTION • BLDt --- s -A� ANY 0STING U77UIIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE 1 HEREBY DECLARE THAT I AM THE ENGINEER OF NORK FOR W PROJECT, THAT I HAVE CONTRACR)R RESPONSIBILITY TO CONTACT THE FOLLOW DINNERS OF SAID UTILITIES E7(ERCISED RESPONSRE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN OR STRUCTURES PRIOR TO ANY EXCAVATION, VERIFICATION AND LOCATION OF UTILITIES SECTION 6703 OF THE BUSINESS AND PROFESSIONS (:ODE: AND THAT THE DESIGN M DOMESTIC WATER SERVICE (PVC, SCFH 8O) SaNRSD W-21 ••-- MID NOTIFlCATIOV OF COMMMENCEMENT OF WORK. • CONSISTENT NTH CURRENT STANDARDS SEWER (QTY OF ETVCMITAS) 180-433 --2W 1 LWDERS7AA0 THAT THE aM OF PROJECT DMRA WNC'S AND SPECIM TANS BY THE CITY BLOCK SEND PL-" � , SAN DIEGO GAS t ELECTRIC 1 -800- 422 -4133 OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE M& AS ENGINEER WM TER (SAN DIEGUf TO WATER DISTRICT) 760- 633 -2630 OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. NA TER SERVICE PONT OF CONNECTION M 8 a at PACIFIC BELL i -MO- 422 -4133 CABLE TV (DIMENSION CABLE TV SERVICES) 1 -MV- 422 -4133 SOWARDS AHVD OR MV EiVGNEERK NC 2 EON7RACTAR SHALL NO]IE)' THE CITY Q� QFf10E 48 HA7UR5 P'fRfOR 10 2187 NEWCASTLE EVE, SUITE 103 C NURETE ENCASEMENT open PER PLAN CARDIFF BY THE SEA, CA 92007 �Qw ESS10+ BEGINNING ANY WORK ON IM PROJECT. RHONE (760) 633 -2770 3 THE CONTRACTOR 91ALL GIVE 24 HOURS NOTICE ON CALLS FOR 1NSPECii0N. PFHOWE ���0 •� R• t3q� �,y ( 760) 633 - 277a ALL WORK PERFORMED WITHOUT BENEFIT OF "ECnON KL BE Z/iL► �°� SUBJECT ID REJECTION AND REMOVAL BY DATE C RANDY R. BROWN RCE 36190 No. 36190 rn Exc. I. ALL GRADING 9ML BE IVSPE= AND TESTED BY A QUALIFIED SOILS V MEEK W - UMBER HIS DIfREC77ON. HIE SHALL INSPECT AND TEST TIE D(CA VA TION PLACEMENT AND COWAC71ON OF FILLS AND BACI ILLS AND COWACTION OF TRENCHES HE SHAD F OF SUBMT SOILS REPORTS AS REQUIRED AND KL DETERAIIE 1HE SUITABILITY OF ANY LEM DEMWIM FILL MIA 7MAL UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT THE SOUTHERLY 37a24 FEET IE49JRED ALONG THE 111MERL Y LINE OF 71HE INSPECTIONS AND TESTS WERE MADE BY h7k OR UNDER NITS SUPERVISION AND THAT IN NESTERLY 38540 FEET MEASURED ALONG THE SOUTHERLY UNE OF THE SOUTHWEST - W OPINION, ALL EMBANKMENTS AND E7(CAVA77ONS NEW CONSTRUCTED MI ACCORDANCE QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS TOWNSHIP 13 SOUTH, RANGE 4 NEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ARE ACCEPTABLE FOR MR INTENDED USE ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EL"AVA70 SURFACES TO PROVIDE STATES GOVERNMENT SURVEY, APPROVED APRIL 19, 1881. POSITIVE DRAINAGE AND PREVENT PONDING OF NIP. HE SHALL CONTROL SURFACE NM TER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TD FINISHED WORK AN THE 97E AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED ASS PMM AIM AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND ER09ON CONTROL MEASURES 259- 180-17 HA VE BEEN INSTALLED. 3 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE - fXLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECIFICATIONS ALL WGETABLE MATTER AND QwpR /ritmw 1 O&EVIANABLE MATERIAL SHALL BE REMOVED BY THE' CONTRACTOR FROM THE SURFACE BETHLEHOW EVANGELICAL LUTHERAN CHURCH OF EN0NITA$ CALIFORNIA UPON *NCH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 925 BALOUR DRIVE REMOVED TO SUITABLE FIRM NATURAL GROUND. TEE EXPOSED SOILS SHALL BE ENCINiTAS, CALIFORNIA 92024 SCARIFIED TO A DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PUCE; SPREAD, WATER AND COMPACT 71HE FILL N STRICT ACCORDANCE NTH SPECIFICATIONS I<E1 011WO M � NM T L 4 CUT AND SLOPES SHALL BE CUT AND TRAMMED TO FINISH GRADE TO PRODUCE �` 1 SMOOTH SURFACES AND LWFORM CROSS SECTIONS 7 HE SLOPES O' EXCAVA71ONS AND I . EARMWOIRK QUANTITIES �� 8UFIKETT 8 WINING ENGINEERS EMBANKMENTS SHALL BE SHAPED, PUNTED AND 700 0 AS DIRECTED BY THE CUT 900 C:1! ; ° 3434 FOURTH AVENUE STE, M •1E ENGINEER OF WgRK AND LEFT IV A NEAT AND ORDERLY COND1710N. ALL STONE; ROOTS FILL 450 C:Y. �►�'/ �. SAN DIEGO, CA 92103 AND OTHER N61STE MATTER D(POSED OR EXCAVATION OR EMBANKMENT SLOPES WH CH E70PORT 450 C: Y. «�����`� , ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE A RD AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING 2 STEEPEST EIOSW SLOPE NMERE THE PROPOSED GRADING IS TO OCCUR IS 3Ox ORDINANCE S ALL TREES, MM G AA AND OTHER OIRECTIORABLE MATERIAL SHALL BE COlECTED, 3. NAM" VERTICAL DEPTH OF CUT 1S 10 FEET. ,V1 CINI TY MAP PILED OR OTHERWISE DISPOSED O' OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE MAXIMUM VERTICAL DEPTH OF FILL 5 27 FEET. D N.T.s THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE WILLIAM T. TEMPLETON RCE44976, '� FROM W96HRY DEBRIS APPROVAL OF LONNOV OF DEBRIS FILL STALL BE SECURED 4 VOLUME OF CUT 24,300 CU FT ONLY FOR CHANGES NOfEO AS 3Z FROM THE SOILS ENGINEER AND CITY ENGINEER PRIG? 117 THE DISPOSAL OF ANY SUCH >E1 FEET AVERAGE DEPTH OF- 2 ��W AREA OF PIT 22427 SO. FT. ADDEb 27 LONG RETAINING WALL. ? N MATERIAL ADDED SWAL.E AND DRAIN, ADJUSTED VOLUME OF FILL iZ150 CU FT. = a6 FEET AVERAGE DEPTH OF FILL SLOPES SEER AGENCY COMMUNITY DEVELOPMENT FIRE DEPART AREA OF FiLL 19,134 sQ Fl: .__ zv CARDIFF SANiTAT10N DISTRICT Z ° n � �n BY• tt - 3 '1' BY: IGNATURE DATE SIGNATURE DATE SIGNATURE DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT S'�" DRAWN e Y CHECKED B Y APPROVALS CITY OF E N C I N I T A S ENGINEERING DEPARTMENT DRAWING NO. R Tf a l WALL, & AS ,WTW a 4 1 3/4' IRON PIPE LOCATED AT THE SOUTHWEST SIGNATURE EXPIRES TWO (2) YEARS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED (,WADING PLM1 FAR: APOEd Rff W ALL, k AS it O . 99 PROPERTY CORNER AT THE INTERSECTION ONTK : IMONE FROM DATE o, g OF MEL ROAD N'LY R/W AND BALOUR DRIVE DATE : z BETHLEHEM LUTHERAN CHURCH 5823-G EOLY R. FS RECORD FRArt ASSJII�IED VERTICAL : N01�1E ; 259 - T F RA DY R. ROWN RC.E Poo. 61 0 BY eY 925 BALOW DRTW ENC>'MTAS� C4 / APR: 259-259—M-17 rDRIrAliP o ELEV.: 337.92 DATUM: ASSUMED BY �= 3/5 � ENGINEER OF WORK EP. f � ATE - � DATE SIGNATURE DATE 6 30 00 AP - 259- 780-17 iIUP AIOIO/bR /97 -�6 SHEET 1 OF 6 JOB N0. 98 -085 2/16/99 l DiEAl01U110►N NOTES (PRIVATE) SEWER NOTES (PRIVATE) STORM DRAIN NOTES (PRIVATE) 20' &01 _� FPM WADE -� ® DEPnON ®DEIPnON ® DIIPAO�I EXIST. GRADE (( III I I I I AA. REMOVE EXIS7MG STRUCTURE A. CONNECT NEW 4' SENER TO DOS'W 4' SEWER LATERAL A. 6' QA. BRASS GRATE NTH EPEE -0' BASIN BY 7OS' OR CONTRACTOR TO POTHOLE AND VERIFY LOCATION AND APPROVED EQUAL 88 REMOVE EXISTING lRAILER/IIOBILE SIRUCIURE ELEVATION . 97X9' CATCH BASIN N17H CAST RRON GRATE BY WDS' OR ON PRIOR TO COVSIRUCTION. APPROVED EQUAL 4_ 2 C: 12'X12' CATCH BASIN KITH CAST OWN GRAIF BY WVS' Oil " CC REMOVE EXISTING CONCRETE PAVEMENT. B. 4' DIG. (.YEANOUT PER SDRSD S-4 TYPE 19'.Z`ANSIRUCT APPROVED EQUAL i 'SCREW -ON' TYPE PVC COVER 12' BELOW RMSH GRADE D. 247024' CATCH BASIN NTH SOLD S1EEL TRAFFlC COVER BY DO.. REMOVE EXISTING CURB AND GUTTER. IN NON- HANDSCAPE AREAS d BRASS SO?EW-ON COVER y I I F CONCRETE MASONRY BROOKS' OR APPROVED EQUAL AINING WALL PER " (OR APPROVED EQUAL) AT FI1N-%f GRADE IN HARDSCAPE AREAS.- E 2 S TEEL 1RA � I I 50 C -6. 6 6 EE REMOVE EXISTNG FENCE � U CT 19ROOKS' OR APPROVED EQU GRATE BY C 4 DIA SEWER POINT OF CONINECIION CONSTR SEWER F. 4' DiA. CLEANOUT PER SDRSD S -A TYPE Y CONSWCT 314' CRUSHED ROCK I. :I. � :. FF REMOVE EXISTING TREE CLEANOLIT PER SDRSD S -4 TYPE 1 8'. CONSTRUCT 'S(�REW�ON' TYPE 'SCREW-ON' TYPE PVC COVER lY BELOW FffS l GRADE IN NON - PVC COVER 12' BELOW FINISH GRADE REFER TO PLUMBING HANDSCAPE AREAS AND SOLID BRASS COVER FLUSH NITH FTMSH } I:. PRIVATE STORM DRAIN PER PLAN GG REMOVE DOSlNG SANDBOX AND EQiUIPMENT. DRAiKNGS FOR SEWER INTO BUILDING SURFACE IV HARDSCAPE AREAS NN TERPROOF AAtMARRAME a 18 LF. (ANN) CONCRETE ENCASEMENT AROUND STORM DRAIN PER ARCHITECT : . ::. HIH REMOVE EXISTNG PRIVATE STORM DRAIN PI 50" DATA PRIVATE) PIPE SEE DETAIL SHEET 2 CONCRETE ENCASEMENT H. CONNECT TO EXISTING CONCRETE CURB INLET. SOLID GROUT 12' ` �' 1 _ - .:: •'. ' USE 560-0 -3250 CONCRETE 11. REMOVE EXISTWG PRIVATE CATCH BASIN. BETNEEN PIPE AND SIDE WALL OF INLET (2000 PSI AIM.). FALTER FABRIC : ' ® DEMW770M "M SLWE (ANRAFI 140 OP EQUIVALENT) `D JJ. EXISTING POWER POLE AMD GUY NIRE TO REMAIN. 1 4 PVC (SDR35 MIN) 33.0 LF. 2.0X _ KK EXISTING POWER POLE TO REMAIN. 3 4' PVC (SDR35 �) 43.8 LF. .L 4X 84.1 LF 4.7X - , 6' AWN- 4 DU. PERFARA TED PVC (SDR 35 MW) 4 4" PVC (SDR35 MIN) 96.5 Lf. 20X �- 2 -3 S 1 MA�orN. CONNECT TO NEW PRIVATE LL DOSTWG BUILDING TO REMAId - STORM DRAIN DATA TABLE ATE I _ STORM DRAIN 5 4 PVC (SDR35 M/N1 9.7 LF. 15 9x 6 4" PVC SDR35 MIN) 29.7 LF. 5.4% I CONCRETE ENCASEMENT DETAIL MM1. EXISTING CONCRETE PAVEMENT TO REMAIN 7 4" PVC (SDR35 GIN) 28.9 LF 4.7X 1VCi. DESMP77ON L M7H SEWE �h I I N. T.S. 11IV EXISTING FENCE 70 REMAIN C IMPROVEMENT NOTES PRIVATE ) 1 10 PVC ( SDR35 ANN) 56.4 LF 1% 2 8' PVC (SDR35 MIN) 78.8 F 6.6% 00 EXISTING TREE TO REMAIN. 3 8' PVC (SDR35 MN) 99.0 F 29 A TE STORM s DESOM77ON 4 6' PVC (SOR35 MIN) 1017 F 1% DRAIN PER PLAN PP. fX►S1WG WALL li7 TRENTON. 2 A. 6' CONCRETE CURB PER SDRSD G-1. 6 6' PVC (SDR35 ANN) 24.1 LF. 1.7% Q0. DaS7ING PRIVATE STORM DRAW PIPE TO REMAIN. 7 6' PVC (SDR35 MIN) 9.9 LF. 6.8% B. 6' TYPE 'G' CONCRETE CURB 8. GUTTER PER SDI G-2 8 6' PVC (SDR35 MIN) 31.5 LF 1X EXISTING ASPHALT CONCRETE PAVEMENT lid REMAIN . C: DEEPENED CONCRETE CURB PER DETAIL 8' _ SHEET 2 10 6" PVC ( (SDR35 AAIV) 21.4 LF. 8.8% S& EXISTNG UTILITIES TO REMAIN. 11 6' PVC (SDR35 ANN) 27 F 20% RE TAINING WALL DETAIL D. TRANSITION END OF CONCRETE CURB FROM 6' TO 1' HIGH IN 12 6' PVC (SDR35 MAIN) 220 F 71% _-- ____-- _------- -_ - -.- A TT. REMOVE EXISTING SEWER LATERAL 8. SEWER CLEANOUT. LAST 10 LF OF CURB. 13 6' PVC (SDR35 ANN) 27 F 20% N.T.& E PORTLAND CEMIEINT CONCRETE PAVEMENT TO BE WWX 4' 14 6- PVC (SDR35 ANN) LF 4 15 6 PVC (SDR35 AMV) 18. 190 0 LF i% THICK OVER 4' CLASS 0 BASE NTH NO 3 BARS • 18' ON CENTER 16 6 PVC (SDR35 ANN) 27 LF. 20% EACH WAY AT MID -SLAB HEIGHT. CROSS SECTION MAY VARY 17 8' PVC (SDR35 AAW) 622 LF. 4.7% BASED ON SOIL ENGINEER R -VALUE TESTS REFER TO 18 8' PVC (SOR35 ANN) 31.0 F 1X ARCHITECTS PLANS FOR ENHANCED PAVEMENT AREAS 19 6' PVC (SDR35 ANN) 40.0 LF. 1.8% 20 6' PVC (SDR35 ANN) 18.0 F 11% F. ASPHALT CONCRETE PAVEMENT TO BE W MUM 4' THICK 21 6' PVC (SDR35 ANN) 28.8 1.6% NEW OVER 6' CLASS 0 AGGREGATE BASE CROSS SECTION MAY VARY 22 6' PVC (S0R35 ANN) 1026 LF 5X BUILDING BASED ON SOIL ENGINEER R -VALUE TESTS 23 6' PVC (SDR35 ANN) 56.1 LF. 8.4% LIVE *G CONCRETE MASONRY RETAWWG WALL PER SDRSD C -6 AND 24 6' PVC (SDR35 ANN) 21.4 LF. 1X DETAIL 'A' , SHEET 2 25 6' PVC (SDR35 ANN) 2" F 1X 26 6' PVC (SDR35 ANN) 7.0 F 76% 27 6' PVC (SDR35 ANN) 29.2 F IX lib 24' DEEP ) H. CONCRETE MASONRY 28 6' PVC (SDR35 ANN) 48 F 20% MIWRED i` P.C.C. CARE R1/7' 29 6' PVC (SOR35 MIfV) 29.3 Lf. IX PER SDRSD 1% ARCHITECTS PLANS FAR 1. C�CRE7F STEP GRADE PER LA/VOS� 30 6' PVC (SDR35 AAW) 2 NoSrAPE 7.5 LF. HAND RAIL FF 34620 31 6' PVC (SDR35 UN) 4.7 F 2OX d PLANIER/LANOSCAPE AREA PER LANDSCAPE PLANS REFER TO 32 6' PVC (SDR35 ANN) 18.3 F 21% P.0 a RAMP _ SAID PLANS FAR ADD177ONAL PRIVATE IMPROVEMENN PLANTER ' PER PLAN �' VARIES 6' -11 I I I 'l' III _I AND AREA DRAINS AND PRIVATE STORM DRAIN NOT SHOWN • • _ , i ,- H�£ WATER NOTES (PR/VATEr SAND AREA PER LANDSCAPE PLANS REFER T K. O SAID PLANS FOR SUBDRA94 PIPES AND AWROVEMENTS NOT 9fOWN HEREON. <$> �I •. _,III = II_ I I= -I = . • • L DECOMPOSED GRANT PATHWAY PER LANDSCAPE PLANS A. CONNECT NEW ?' O(A. DOMESTIC WATER SERNCE TO _ DQS7ING 2' SERVICE CON7RACTOR ID POTHOLE AND VERIFY I ' ML EXISTING PONER POLE AND GUY NIKE 70 REMIA/N PRIOR TO CONSTRUCTION REFER TO LANDSCAPE ARCHITECTS AC PAVEMENT a „ PLANS FOR LOCATION OF PRIGATION POINT OF CONNECTION. BASE PER PLAN 6 N. EXISTING POWER POLE TO REMAIN . B. CONCRETE THRUST BLOCK PER SDND P -11. C. DOMESTIC WATER POINT OF CONNECTION. REFER TO 0 DaS77NG BUILDING TO REMAIN. PLUMBING ORAWINGS FOR DOMESTIC WATER INTO BUILDING P. EXISTING CONCRETE PAVEMENT lD REMAIN. PEDESTRIAN RAMP DETAIL a MW MiCE r0 WMAX WATER DATA TABLE {PRIVATE) B R EXISTING TREE r0 REMAIN. < s> N. T.S ffsop Dym S EXISTING WALL TO REMAIN 1. 2' PVC (SCIf 80) NI1H 24' COVER 1214 LF T. EXISTING PRIVATE STORM DRAIN PIPE TO REMAIN. 2 2' PVC (SCH 80) KITH 24' COVER 720 F I 1' PVC (SC•i 80) NTH 24' COVER 2Q5 LF. U. DOSTING ASPHALT CONCRETE PAVEMENT TO REMAN, V. EXISTING UTILITIES TO REMAIN. +90TTOM OF ELENA 71ONS 9fONN ON PLAN MAY VARY BASTED ON SOIL ENGINEER BLED TESTS AND RECOM/MENDA ROYS on � Q QpF ESSIOt� j U X u No 36190 m Exp 6/30/00 OD OD if Of CA REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DEUGN VY �W BY aEarm BY APPROVALS CITY [IF E N C I N I T A S PUBLIC WORKS DEPARTMENT DRA WING NO. Rw 314' IRAN PIPE LOCATED AT THE SOU 7H *ES T PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: PR OPER TY C o R DR CEl A HORIZONTAL : NONE 7�/y� /gg BETHLEHEM LUTHERAN CHURCH 5823 -G REGARDED ASSUMED RIV VERTICAL .NONE DATE Elf V: 337.92 DATUM: ASSUMED RANDY R. IWO rRCE 6190 BY • DATE : ? - /�- fg DATE : 925 BALOiIR DRIVE, ENCINITAS, CA ENGINEER of WORK Dr. APN : 259 - 180-17 SHEET 2 OF 6 JOB No. 98 -085 2116199 I I I I I I A PIV AD0/110NAL NOM I ac 341.3 1. THE PREPARA77ON OF 770S PLAN NNS BASED ON A FIELD I DA)tIGHT LINE x SURVEY PERFORMED BY SOWARDS AND BROW ENGINEERING I I MG AND AVAILABLE RECORD DOCUMENTS THE CONTRACTOR IS I 1 PROPERTY LINE RESPOIVSTBLE FOR LOCATING THE HARrZON AM rEIR I I 8 �'° ALIMENT, BY POnaMG PRIOR TO CONSTRUCnON, ALL DUS77NG UZU77ES WHETHER SHOW ON THESE FLINTS OR MOT. ANY DISCREPANCES OR APPARENT DUCTS NTH nIESE I 337.3 CHAIN FEN S69'33'49 "E 355 40' - �`- -� PLANS AND THE ACTUAL FIELD CONDlnONS 91ALL BE REPORTED I Ij X -- I I X x 9 X f 2 70 THE EN(�rVEER PRIOR 1O WORK X o C 74 CONTRA To COORDINATE N17H OWNER, ARCMTECT AND 335.97 I '` of � � � 1 ( I 335. i / ,�� A , � � � � ,� � �� A �•�`� `Po A 4 1' •1 SEIRVIN PERMANE�IYT R MID MME STRUCTURES 71MG " ' A '�' �• '�� E' -- 2 URLITIES SMALL BE REMOVED OUTSIDE OF THE LA07S OF E DEVELOPMENT TO THE SA 777AC71ON OF THE SOIL ENGINEER 3 I / 338.0 342.26 � J I i J. THE O�FD"CE IV VERTICAL DA XW BE TIM nfSE PLANS N • �'�, X E 5 AND THE PROPOSED PUBLIC 0PROVEMENT PLAN REFERENCE DRA I 336.0 I UTILI t POLE E 343. FOR BALOUR DRIVE (Le DOM No. 0026 SI) MAY APPROXIMATED AS - I I x x ( 1% B fl � 343.41 BEIN pIUR(7I G RADMG PLAN ELEVA no N + 0.55 FEET = E (� ' pfl D �+ l L IMPROMIE/NT PLAN No. 0026- ELEVATION. I ( 335.14 1 337. 3'�' I �� (3tElE UTIUTY b 3 i 2 f MOBILE G ,\ PAD N 4. WALL DRAINS MID ROOF DOWNSPOUTS SHALL BE CONNECTED TO INE PRIVATE I I 331 29 o , BUILDING F p / F44 STI M DRAIN SYSTEM SHOWN HEREOV. USE 4' DIAMETER SOLID WALL PVC 3 cD ( �• ,�- F - CONC. ( (STIR 35 bW.) 0 1X WNW SLOPE FROM WALL OR ROOF DOWNSPOUT R7 POINT OF COWNEC710N. NO AN ENCROACHMENT PERMIT 1 x �'� �6 �o C e 346.20 5 REFER T 91'ET 2 FOR PRIVATE NPROVEME'NT AND PRIVATE UTILITY NOTES SHALL BE OBTAINED PRIOR TO �� G � °� rc ,*.50 P D 345.5 WV WM IV aTY RGHT - -OIF -WAY. I 3 1.35 � �'� f 34 J I 37.47 338.50 Q CONC. 43.43 X X 336.00 I I 335.9 33 7 BI 342.38 B C I I 335.31 E TC 8 UILD G 34 .65 Dw.. 12' (C -900) I I I I 338.56 A Fl 338.00 342.15 A NOTE: Ile Slid DRAM � I � + 3 .• � N 1C 34 92 -- 3 9 338.47 E` DIA. / B E 7 � i' � A 3S. REFER TO SHEET No. 5 d 6 FOR 8U 3 I I r �>:i� /,�' _ ; C 3� TOP OF FED. DEMOLITION AND EROSION CONTROL L � � _ � CONC �' 10 Ar fly AIL 0 RAA� 337.0 Xp f. x.88 C � • � 336. 337. DIA. s' � � 3� 3342 �' 9 7.45 �; E 3 J S X 335 2 1 + E 8.25 2 7C 00 1 GV - -G-- 3 t I 336.51 FL TC �� 9343.0 his q 34. G G GAS MAIN -- Co- - - - - - - - CONC 33 • B `� _ 010 �- � � � B - 33 13 FL ti CdrG J� 'M 339.13 x w A I w�Q ti o H/ lC 770 E J I _E 341.66 R .ifs S 10 L.Li EXIST CavrxRETE I ^'�' SA NCUT 33 .2 LIME 0 1�+ .6? �, , F w n 344. DRIVEYAY A .� FL 340.12 I Og _ _ `'k? Z r,. � 3 I ( 1.51) 339. 345.59 v J 33d I 3 5 336.74 .85 !�+ � I U r i F ' r , I I AC FL 340.35 , p A PAVEMENT I ZV 12" WATER MAIN WV 3 ( C&G - 336 48 337.25 CON SI ILK �+ 341.4 1 ,�Q' 342. 8 / e 2, B /` E W W I I 3,15.3 X 336.31 FL STREET LIGHT Of O % 121+ �,• 133587 c� i PEDESTAL L33s. 74 FL C33 fi • 9b� ` 5ti �G9 ^ F. F :346.20 Ln I 1 1 STREET X 3 7.02 336.97 3 • ~' I , LIGHT BOX FL B B PAD : 345.5 3 I 3 N sel l J I o 8 I I V 33 109) 4% i I I F1- 1W 1- ; s s. c� X14 I ` •yl� R 6ti 3fo 97 70 E \ 1 2 I 3 I Q 1 ;o. I J w 3 I $ I U REFER TO DEMOLITION I " SCO J42.9 i 1 w I 3.7 to ` I 35 X I I X .7 2 1 FOR REMOV ( T AL) �, I I ( ) 3 � 335.9 I 1 1 %PVC PIP V - I (� AC IE 335. + - ( 338. TC / WV COLUMN 0 PP 3 0 I 3 1 30 ' I L PAVEMENT = I C.O. .7 344 �� �► �. N. � r 1 V Icv j + V I �� 0 I I / CAU77ON � �, \. \ \ �L I PROTECT EXIS71NG UTILITIES I APPROX tocATTaN OF I •� 0 M PLACE \ J EXIST. 4" SEINER. y I 1 1 I 34 V \ I ( I I y I 3 0 I I I I x APPROX LOCA 77ON at 9� I I 1 EXIST. 2 DOMESTIC WATER SERVICE - �o, P I I 1 337.40 FL / 0 I I X I I aus 1 1 -1/7' WATER METER a 1 3 i BAOROW ,� I EXISTING BUILDING --� - W-4 + FF.• 345.18 D o Q E sslo x� 336.30 ( I m w w w - 0 F.F. 5. ��` �' r� 8q�� X � "i No I I 331 FL 1 Exp s/�oroo e I I 1 J I if Of c AV��` ®� !� REWSIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT ° ` BY �"" BY C � ° BY APPROVALS CITY ❑ F E N C I N I T A S PUBLIC WORKS DEPARTMENT DRA WING NO. 314" IRON PIPE LOCATED AT THE SOUTHWEST PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: PROPERTY CORNER AT THE INTERSECTION EL ON OF BA HORIZONTAL : NONE DATE : Z Z BETHLEHEM LUTHERAN CHURCH 5823 -G ROAD N R/M� AND BALOUR DRIVE ELY R/iV VERTICAL : NONE RECORDED FROM : ASSUMED ELEV: 337.92 DATUM: ASSUMED R NDY R. B 14N R.r~rr ' ' 361 Br ' TI= : /27 - Br ' - 925 BALOUR DRIVE, ENClNI TAS, CA �. 6�3%� -� �� DA TE : . ? -a SHEET 3 OF 6 ENGINEER Of WORK APN : 259 - 180-17 JOB No. 98 -085 2116199 A PIV FE sJYE�r � 0 s arw P'VC PRE E PUMPED - S H EET WA TO GREL�NHOUSE To 174E NORTH 1. THE PREPARA of 7W P[Jg'I INKS 1lASED dV A FIELD OFF SITE LETTER � PERM1SSrON to COIYSIRUCT 1 ON C SURVEY PERFORMED BY SOWARDS AND BROW ENGINEERING SEE APE WALL PER LAI►MAPE PLANS SLOPE: SEE LETTER OF PERM PERM � � 350.8 HMG: AND AVAILABLE RECORD DOCUMENTS 7HE CON TRACTOR 1S DATED X - �_. 355.1 RESP W99LE FOR LOCATING THE HORIZONTAL AND VERTICAL M PER LAMIOSC PLAN% DETAIL G', SHEET L7. WIWAM H.CASH Al a X DETAIL 'G, SHEET L7 ALIGNMENT, BY POTHOLING PRIOR TO CONSIRUC770N. ALL DA11"T LIVE 346.5 0 , x ��' . _ IXS71NG UTILITIES *97HER SHOW ON MV PLANS OR NOT a CONCRETE UTILITY ANY DfSCREPANXS OR APPARENT COWLICTS MITH 1HESE CONCRETE UTILITY PAD # '~ �,�' ° ct) H �� PLANS AND THE ACTUAL FIELD COM917YONS SHA BE REPORTED I lk '3 PAD ' \ - To THE ENpNEER PRIOR TO WORK 355.40 S89'33'49'� 1 � � _ -m-4 HEREON. USE 4 C"ACTV To C MAT NM O DIAMETER SO CE ,�. �► 2. IINER. JVNRECT AID Ui1UTY COMPANS PRIOR Tn REMOVAL OF EXITING UTILITIES _X X ,. SERMNG PERMANENT AND MOBILE STRUCTURES EXISTING a • � X � � 348. 9 - - X C 7 0 CHAIN U K FENCE 46.8 6 L ��° 5 4' *DOD CATCH BASIN UnLIT1ES SHALL BE COVED OUP OF 174E LUIS OF , n B _ 344 07 O �' - 30 3Z PUMP. TOP OF LID 354.5 pEVEiOPMENT TO THE SA nSFACnON OF 174E SAIL EINgNEER. 4 �! T.- T1nM 9 350.1 T J 47 c G _ D 3 50 v 3` 174E �SED PUBLIC M R W BE REFERENCE � - 6 6 ���, 1 o � � 4 _ AND I E X7.2 0 \ `� \ 2 FOR BALOUR DRIVE (La Dili No. 0026 MAY BE APPROXIMATED AS 3� "` �jr BETHLEHEM CHURCH GRADING ELEYA TION + 0.55 FEET S _ 60 �' - ' 91 K K - - , ` � IE �`1 .� `�� `'� �s X � / /� CHAIN LINK FE X 34 6 1 I . jr MIOE SOX ESAI'T MIP ROVEAIENT PLATY ft 0026 - Sr ELEYAnON. At ,343 41 J _ - ��, I ! 347.52 E \) /\ 48.1�C,ETE UTILITY I b I N W 194. /64 AS FlLE/PAGE : M 4. M7tLt DRAMS IVrD ROOF D�17A1a5>°Ot11s SITIitC K G>ONNEL"lED 10 174E PR1I�ITE F.F. 347. , . ��* K 1 t� g. I srORM DRAM sYSTEM SHOW HEREON. MMLL PV ( SD R j5 ' 1 % MpWN c FF. 347.20 - - -L _ X \ .. �` .6 I I POINT acn SLO PE FROM wxLL OR ROOF Do�vsPOUr To �- 4 1 J -, 346.80 SHED.'` w I c I. E PAD : 346.5 r - _ _ PAD : 347.17 "a�� 0 ► I 1 �R M sir z FOR WALE I�� AND ►HIV T VMM M01ES I CRETE UTILITY 1 346.60 I _ _ 1� ,� _ AND DATA. P 1. �_ \ G Z � I 355.5 B F.F.: 346.20 _ 50 I CHAIN LINK FENCE z II X J44 - T x TG 347 .66 .8 � _ z I �z • � � PAD . I x '� � . � 345.6 A '� � 7 ` - ,o � ► � =' C 345.36 CONC - 44, SANDBOX 20 ,�� •yrr 7 l I s� - 3 I 347.8 _ 3�' B 345.10 I N0 RAMP J 1 ' E 1 347.3 � � 1 g7 1 � E • POWER I ' "OLI77 AM EROSION COIVIROIL IC 3�5 3 92 - L TG • g7 1L IN I \ J POLE I I L. -09 � '� X 348.16 A � � ow ac HE 1 1 1 MID OF RAMP �`� A6 I 34 •15 .�1 J K ; ►�� E I I C r �► 1 CAUTION 1 .. 11 \ . 34 7. j CON . 0 345.3 F.F 3448 °f° CLEAR (MIN) BETRE 04 J 'LC g� 2 6' EN PIPES � .,. , �° �o `' 2 I AT CROSSING PROVIDE FULL- Q I I TC i DEPTH SAND CU90N BETREEN 348.6 `� ` ' 1 1 1 I F1 Sp 4 �'� PIPES 1YPICAL 7 I i 3 B 44 sm -- 4�- - I ` 1� pT 346' 1 a 14 f- T c . ` 34759 `` 348.3 . 1 f I 65 0 3 GRASS S X X� �, I, I I I �! K 1 ,� 346• E 1.5 .04 ��� e z� �. 347 6 A K I I 355.0 TC v J FL 345.5 J '� I IL 344. SAND86 0 1 X i R1 I 1 343.3 qir 3 APPROX LOCATION EXIST. � I I 3 16 15 ,`a PRIVATE STORM DRAIN TO 1 7.2 k 2 D ^ �, IE P"OVED. SEE SHEET No. \ - w 'f u, - E f o� 16 �t ,!r'c`'ks'o 1R 346. 7 - E I '�� FOR DEMOL1710N. 1 348.25 g I I R OIL F F. 346.20 ! ` >K -�,• 2' DIA. ,���' .� CONC. 1,e �, S z 3 SPLIT TREE R = ' `�` � : p, O P PAD : 345.5 N � E 347 347? � � - g �� ��t 1 Dfk cn 1 - 1E y10.3 11. ~ TREE K 28X E R E PLAN CON C. ` Q �N N J 1 3.7 34.01 345.7 A IE 344.01 08 .2x 650 . E 73 C c / ► , 4 9 , CONGRE7E UTILITY /r ''� � � ' � \ PAD 344 ,5' D� D!A � MST BU2DING DOINVSPOUT P G ( !► X 1 REE LAN PSCAM P1CANs C ,,�� to CONNECT TO EXIST. PRIVATE 60 STORM DRAIN. lE 345.4 + - I S - --� I P L _ . B • " o NOTE �° LO PRI r0 CONSTRUCTION OF ON -SITE PRIVATE STORM lE 3 �nK4yT I DRAIN, CONTRACTOR 10 POTHOLE DUST. STORM DRAIN Q 355.7 AT POINT OF CONNECTION TO DETERMINE CATION & WALL 347.28 3 P ELEVATION OF EXIST. SYSTEM THE ENGINEER SHOULD $ \� CONC. P ♦ I BE NOnM ANMA TEL Y IF THERE ARE DISCREPANM S S M \ / SIDEWALK ���\ I NITFI THIS PLAN. REFER TO SHEET Na 6 FOR DEMOLInpV 345.32 - EXISTING BUILDING 347.19 P P FF. 34 7.52 0 344.69 P S Q�p"ESS10* 346.88 34 �cv0 , R . F.F. 7.52 � GRASS m u I No : 344.92 � �� N P X :�} Q Z•� k 0 8LD G elf OF Ca�� COLEMAN B>- WAW By �' APPROVALS CITY [IF E N C I N I T A S PUBLIC WORKS DEPARTMENT DRAWING N0. SCALE vs � � VISIONS APP OVER DATE REFERENCES SPECIAL DISTRICT CES DATE BENCH MARK VISION OF RECOMMENDED APPROVED GRADING PLAN FOR RE 5823 � , .t 3/4' IRON PIPE LOCATED AT T SOUIHNEST PLANS PREPARED UNDER SUPER - H�RIZOn1rAL : NONE z� - BETHLEHEM LUTHERAN CHURCH .f'EE SHEET •! ' 9- PROPERTY CORNER AT THE NVIERSECnAN OF MELBA DATE . ROAD N1Y RIV AND BALOUR DRIVE E1Y R/W WR77CAL : NONE R � ,� ; 1�s s� BY : BY ' DATE: _ _ 925 BALOUR DRl VE, ENCINI TAB CA j RECORDED F170M : ASSUMED R Y R. oWN A APN 259 - ) 80 DAT UM: ASSUMED BEET 4 OF 6 EtEY.: 337.92 D oyp� OF WORK EXP _..� JOB No 98 -085 2116199 Y BY C�ClfED BY E�S'� Qa 4" ATRIUM GRATE f E ss, b u r ke t t ��,;,;. S . &wong y Z engfneers do surveyor �. W Ma C335M 3434 fourth me. son disgo cc. ° Exp. 6_30 -02 92103 -5704 0 (619) 299 -5550 41 Sj CIVl1. r' �l J S Ste, 1K,E 'TF of �1E � ' NE p KT ,� � 18 A PAJ pw � A ADDITIONAL NOTES: 91E Um or P 10 �j �ROM O � & MW A aEu 10 w Avm 1. THE PREPARAAAN OF nfS PUN WAS BASED ON A FIELD �l P� GCE am � 1 LMN tr PE ft - . SURVEY PERFORMED BY SOWARDS AND BROrWV ENQM'ERWG MU P6t L RAW Km V. M7 U. w�war� N• 4*k sue_ A4gD Z- 9.99 11K�'�•67 INC AND AVAILABLE RECORD DOCUMENTS THE CONTRACTOR IS �TAL V. lEET U. 6346 NEW MASS SWALE I �fX 7 2 - RESPONSIBLE FOR LOCA71NG THE HORIZONTAL AND VERTICAL Uzff 0 ® QA1 WL� fL34992 WILLIAM T. T MPLETON RCE44974 AUGNMENT, BY POnIOUNG PRIOR TO CONS7RUCRON, ALL cavcmr AV �1 ,�p�� fs � h ODDED 2 C HA NGES L0N RETA/NIN WA LL, �' J - h G LL EXISIAVG UTIUn *CPO SHOi1N ON 1HESE PLANS OR NOT. PAD 4~ l "� A 27' LE AND DRAIN T I ADJUSTED ANY DISCREPANCIES OR APPARENT COWLICTS WITH MSE -F-�- S89 33 49 E 355.40 1 AD SLOPES. PLANS AND IHE ACTUAL FIELD CONDInONS SHALL err REPORTED •••1 --I _�_ i 70 THE ENGINEER PRIOR TO WI�RK. t OF C ' � _ ' ® 2 FL350.AD -` aff 2 CONTRACT(Xt 1i7 CODRDiw1A1E IN1H OIMVER, A1RC�IITECT AMC} h _ 1 4 . � .8 .a 344.07 1. � - -- - - ., u TXJTY COMPANIES PRIOR TO REMOVAL OF EXIT)rVG unUnEs � © `�� -USE � M7pI - _ _ _ _ SERVING PERMANENT AND MOBILE STRUCTURES EXISTING 6. - �.J --�° 24 25 2 � _ , YS�>� LL �, ►rr L . y unU77ES SMALL BE REWOLED OUTSW of THE LAWTS OF DEVELOPMENT 110 THE SAnSFAC710N OF THE SOIL ENGINEER ON 60 . 6 6 ro �o i - ��� �' '� 1G 347.15 r � -• t 5�� '�'��' i 341 AND 7HE PROPOSED P08LIC I MPROVEAIEN T PLAN REFERENCE DRA WNGS '� � I< 344.64 03' 5 �� � \ 3 THE DIFFERENCE IN VU77CAL DAAW 6E111EEN M7 PLANS �c IE `� s�, 8 9 r \ _ 8 3 s0 �F `'� X5.2 A - - -j w W34 IE -- FOR euouR DRIVE i.e. OWG sI Nb. 0025 - AMY BE iOXiMA1ED AS � 6E"IFILEHEIW a#" GRADNMG PLAN fLEVA]IOW t 0.55 FEET �, '\ �APROVEAArNT PLAN No. 0026 - 57 EIEVA i ! \// We~ ll AND 4. WALL DRAM RW DOIM 9WTS SMALL W CONNVECIED TO THE PRIVATE FF. J4720 f i _ : F F. 34 7. �y =- � SIVRM DRAIN SYSTEM SHOiMV HEREON USE 4" DIAMETER S" WALL PVC T� ( f- -�-� �� 3.00' 1 J (SDR 35 ANN) 0 1X AWI AIUM SLOPE FROM WALL OR ROOF DOWNSPOUT TO E PAD . 346.5 PAD : 347.17 ,� Q POINT OF CONNECnON .� • I rt - .d C B 1 ��o } 1 1� \'` J 5, REFER TU SST 2 f PRIVATE IMPROVEMENT AND PRIVATE" U71U7Y NOTES , F. F. 346.20 r _ A 344. � � -- PAD : 345.5 _ C 7G. : r, TG 347.66 A � X3.87 4. r . 3 1g 1 rt�� y�I _ 1► 1E 2 I J 1 oa . I r 34�.a3 �.to 7 34 I L .5 B 1 - NOTE ' Q7 I \ IG 345. 4e r, h : I r 1 q IE 344 IEfFR 11? !aT Na t ! P ,88 ORP CF P� RAW �rV� - -- - M31111= AW 14 109131 WMM D \ C CAO LION !2! - i ! N - :�� .� TC L� I �` �} I AT QVM F M RU U- f z �- �. 5 S0 �ti r MM SW CUM ff�Dll - ti F MIT �► B� I: PT `� 346.1 T 4 5 8 R 7. - 11 '� � ` 7' eP` �� k l 2 T .09 - 16 3 1 IE 341.5 4 .04 .7 >j� + � 0 , ( ( ,, I ' , FL 345.59 � I � , � 24" I' EXIST. i 15 PPR�C H - � A L�ilAgr , � s E � � GRADE , PIWAIE SMW MW 10 � 7.2 t>p� �, SLOP I j j 1► FsO o ! if � - I I� O I I I V ti F. F. 346.20 - ' N PAD 345.5 �` = 2 WIDE GRASS SWALE i ` c � < Z s" PVC 340. !� c,� i r E NEW KEYSTONE CIO h� R 1 t .... - L )_ RETAINING WALL � 8W 1 - - 1 I.SR I J Q �� 345.7 A E 3 01 08 21 = ° r r � c � _ ,� ;� - PRIVATE STORM DRAIN `r �9 I k PER PLAN comfit UK" 4 AV / I � - / o cj I P J p KEYSTONE RETAINING 1rALL rE NO SCAM CCT TO EXIST. PRIVATE STORM DRAIN. IE 345.4 + - \ 18 -�-- 19 I �'� S I NOTE: 1--- -� --1- Ali, m 1D MAW A W PImir s7QQY >, ra� MW '� 1 �►� E NMW MOMIEt F S#RE ARE EPAAK S S nN � RAM MM 1D 9�EET �► e RN Daum a�a - J47.0 ro '`� • 's. � � _. ;� . , ._ _.. , _ r 1{ Sl f `�' J. A REVISIONS APPROVED DA TE REFERENCES DA TE BENCH MARK SCALE SPECIAL DISTRICT DIE" BY ORMN , ,� APPROVALS CITY El E N C I N I T A S PUBLIC WORKS DEPARTMENT DRA WING NO. Xnnrw Kr OWL AS NOO 3/4' AVON PIPE LOCATED AT 7HE SOUIHNEST PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR /y 2 7' LO E 1V N AL _ o�1 /W CO AN OUR �� El LgA HORIZONTAL i M-1o' DA : At BETHLEHEM LUTHERAN CHURCH 5823 - G 2 US FROM . VERTICAL . NONE 41 DDEU SWALE do DRA &J US RECORDED ASSUMED ' R .c.E No : 36 1 90 By : fl 925 BALOUR DRIVE, ENCINI 1 T AS, CA ANG _ ELEV.: 337.92 DATUM.• ASSUMED - RANDY R. BROWN DATE : DATE LOPts. FOW ONLY Nor ENGINEER of WRK OP APN : 259 = 180 -17 SHEET 4AOF 6 JOB No 98-085 2116199 I 341.3 APIV ; 2.6-9-180-1.9 X 337.3 CH AIN LWK FENCE S8933'49" E 355.40' ADMIONAL NOTES I � EE 0.9 1. REFER TO ARCHITECTURAL PLANS FUR REQUIRED TT1W C AND EE ( SEQUENCE OF DEMOLITION WORK AND ALL OTHER KORWA7W EE NOT SHONN HEREON. - EE 2 REFER TO LANDSCAPE AND FR1GA 71ON PLANS FOR X ' I 6pvc DEMOUTION ASSOCIA WIH SAID DIS'pPLNYN, NOT SHOMIV X 34226 S4Z 7 I HEREON. 338.0 . I1LIlY POLE x / X 3 THE PREPARATION OF HS PLAN WS BASED ON FIELD I / SURVEY PERFORMED BY SOWARDS d BROW ENaNEERINC I EE I M AND AVAILABLE WCORD DOCUMENTS THE CONTRAC701R 376 . L IS RESPONSIBLE FOR LOCATDVG THE HORIZONTAL AND I MOBILE / I VERTICAL ALIMIENT, BY POTI�OUMG PRIOR TO CONSTRUCTION, BB ALL EXISTING UIMIES *"IER SHOWN ON THESE PLANS 1Q1 EROS V N VTRa BUILDING- CONC. I I 4 OR NOT. ANY DISCREPANCIES OR APPARENT CONFLICTS NTH I THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE --PROPER USE OW ROW SMID _ _ / REPORTED TO THE ENGINEER PRroR Tiff WORK. I TMO BAGS STAGGERED • I F. F. 346. 0 I cc 11 1. EE '� 1 4. CONTRACTOR m COORDINATE NIlH oN� ARCHITECT AND / I / PAD : 345 .5 UTILITY COMPANNES PRIOR TO REMOVAL OF EXITING UTILITIES I 341.35 �- x x x SERVING PERMANENT AND MOBILE STRUCTURES DOS71NG 11 37.47 .1000' 34238 CONC. 43.43 UTILITIES SMALL BE REMOVED OUTSIDE OF THE LAWTS OF I 339.7 MOBILE DEVELOPMENT TO THE SATISFACTION OF THE S01L MEN. I1 001 , ' I � / BUILDING EF N 00 I REFER TO SHEET 2 FOR DE>iWIXNI NOTES . I - 38 47 CC 338.56 3 7 92 IA. EE , CONC. -- c ONC • L J . fF �. Q i MAIL 0 V- � , , 8. ' - - - -- - - - - - -- - - I X ' DIA. I REE NO1F I _ - THIS PLAN IS FOR EROSION CONTROL AND DEMOLITION OILY REFER TO S�IEET No.'S 1 THROUGH 4 FOR CONSTRUCTION. I 33 13 FL - - - - - - CONc 13 Y OV covmOL �� - A wy • ' C&G 1 I DO AROUND Mi BA USE ONE so M� ROW A IrA nVO BAGS NIGH I STA I r. ALL CATCH BASIJIIS DO � 339.7 I 36.74 FL\ Ic x X X W EE W 30 ' I AC PAVEMENT 1 1 CONC. CC SI EWALK - � -- - - - - -L 1 37.25 341.43 342.3 . v J a n I 336.31 FL STREET LIGHT � I ' . • v I PEDESTAL 336.74 FL c� L I � I � F . 346.20 STREET I X 7.02 336.7 I LIGHT Bo FL PAD : 345.5 04 I _ _ _ O ( I APPROX LOCATION g W J I ( I OF SEWER LOT. , W TT o I " SCO r° 3429 I 3.7 2 I RR i 338.9 "� X 344.4 , X. PVC PP� O � 1 I I PAVEMENT 338.08 TC � POST 44.7 344 F SS I 1 TEMPORARY EROSION CON7ROl Icv � USE ONE ROW SANDBAGS, I - - W BAGS MW STAGGERED I I I I I I I I I I • I I ' I I 5 I 34J.0 SS I I 11 I X I l I I 344.90 I I I I I 1 337.40 FL I I I X I ow �= EXISTIN - w I I BUILDING I w w FF.' 345.18 F.F. J 45.18 I � X - �. a I ( 33 . FL 3 oQ �pF E SSIQN, v a I I I Exp. 6130W I 9 j. oQ I f OF cp�� 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DE2G, BY DRAW BY a+Eam BY APPROVALS C I T Y ❑ F E N C I N I T A S PUBLIC WORKS DEPARTMENT DRA WG NO. vs IF m 14' ?ON PIPE LOCA70 AT THE SOUTHWEST PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED EROSION COMM & DEMOILIT7ON PLAN FO` R O A D RTY 7 A 1HNVTERSECAON AF AfElBA ONTAL NONE 10 BETHLEHEM LUTHERAN CHURCH 5823 -G RAID D BAL OUR DRIVE El R1 DATE RECORDED ELEV.: 337.92 DATUM: ASSUMED RANDY R. BR R GE NO. 36190 BY: � , BY: DA 925 BALOUR DRl V� ENCWI TAS CA $ ENGINEER OF NNORK A.P.N.: 259 - 180-17 SHEET 5 OF 6 JOB No. 98 -085 2116199 GARY BMW WROL A .PjV 15C.8 MUM CA TQ'1 BAS11NSy USE alb x 355.1 ROW SMWAGSy 1110 BAGS MW X STAGE M. TYP. ALL COCH WNS. ADD17IoNA1 NOTES �j S89'33'4 3 55.40' 1. REFER TO ARCH17ECR RAL PLANS FOR RECUMED 11MING AND - - - - - - - - - - sEa�ENC,E OF DEMOUnav worm AND Au THER rr OW CHAIN LINK FENCE X x CHAIN LINK FENCE x ® NOT SHOWN FIEREON. 346.8 348.89 X 353.3 I EE Ali _ - _ _ �� 5'x4' W000 -trNED �A ;Gil BASIN 2 DEMOU OM ASSOCIA LANDSC WITH SO � NOT 91M I T -� 348 7 il';H PUMP. TOP CF L,'D .'54.5 HERf01Y. X1 ROT 350.1 I M HE 3 T PRFP IKJ ARAN OF HS PLAN WAS BASED ON FIND i D SURVEY PERFORMED BY SOWARDS & BROW ENGNEEM MC AND AVAILABLE RECORD DOCUMEIVT,� nff CONTRACTOR I SHE X X 348 X CHAIN LINK FEN IS RESPOV.SWE FOR LOWING THE HORIZONTAL AND - I 347.52 EE EE 349.6 EXIST . 8' WE SDGE ESM'T REC. 5115164 VERnCAL AUGMENT, BY POTHQMNG PRIOR TO CONSTRUCTION, AS FILE/PAGE No. 88194 ALL EX15 W U71LI71ES WIE7FlER SHOW ON 1HESE PLANS I F. F. 347.20 - x AA FF. 347.87 I OR NOT. ANY MSCREPAN(�S OR APPARENT COMFUCTS NfIH I - J 346.80 SHED I I 1 TfIESE PLANS AND n�E ACTUAL FIELD CON01110NS SHAD BE _ EE PAD : 346.5 - _ PAD : 347.17 ARr owav �aavnea I I 'U0R'ED TO " °' T01° I _ AROiJ�VD 04 T CH BASI1VSy USE alb 346.60 MN7 CC - I 1 4. CONTRACTOR IV COORDMATE Nf7H OW ARCRTCT _ ROW SANOBAGSy W BAGS MM 1 UnUTY COMPANIES PRIOR TO REMOVAL OF D07ING U71UWS F. : 346.20 - STAGGERED. TIP. ALL CAM BASINS Z I I 355.5 SERVING PERMANENT AND MOBILE SIRUCRWI DdS'nNG I CHAIN LINK FENCE _ I UHU71ES SMALL &F REMOVED OUTSIDE OF THE LUTS OF " '; - - r x x 43.43 I I 1 X DEVELOPMENT TO THE S4717ACAAN OF 7W SIX ENQNEER. I C ONC. I 344. SANDBOX zI I I I tt RAMP -� n I 1 c, 5. REFER TO 9•IEET 2 FOR DEIMIYON NOTES M I 347.3 34192 L I . , - 1 11• X 346.16 UL IN oh TREE P00 I I I • EE N i I" NOTE ! ^ SANDBOX oy 345.3 F F. 3 347. �i I I v_ v , � 1 C ONC . I � THIS PUN IS FOR EROSION CONTROL AND DEMAU710N OWY o I = REFER TO SFIEET No 'S 1 THROUGH 4 FOR CONSTRUCTION. EE CC CC 48.0 ' 1 ® 348.6 I I 1 sue-- - D PLANTE 347.59 ` 348.3 I I o 'f GRASS SA X CC I 1 Lki N x 355.0 x 45 SANDB ( o I I X W I �l Z IL . APPROX LOCAnON EXIST. I ' 2' D PIIIVATE STORM DRAIN 10 1 I I 3' BE REMOVED � GARY G�NIROL 346.27 N +�► I � ' AROUND CA 7W USE OW Q 348.25 .r I ` 2 I L ROW MAMA W BAGS NW � n I I STAGGM. T1'P. ALL COW &4S1JIlsL �'` , ' 34 � cc CONC. I a ll • �' 2' DIA. z F. F. 346.20 - - - SPLIT TREE - = PAD : 345.5 347 �� 1• 011A. W - 34762 1 � 7REE 1 R - CC 3 2 CC PLAN CONC 11 X. 3.7 _ S NTER ' 3473 3 40 X I 344.80 I � J45.6 + 1 . 1. ' DIA EXIST. ROOF I I b? X .5 D A 5 DOWNSPOUT i TE�IPwor EROSION G� ma EE TREF LL I ,�0 MOUND CA 1W BASINS,, USE �E 3 1 Pp - o m ff ra - .,_ r--- ROW SANDBAGS TW BAGS n I STAGGERER TV?. ALL G4 CH AS11V5 L - 4, - -lam i FF w,qu 347.28 p 355.7 CONC- ... M ' SIDEWALK 345.32 ® jj 344.90 I EXISTING BUILDING ING 344.69 34719 FF. 34 7.52 F 45.18 346.88 F.F. 347.52 GRASS F.F. J #5.18 X 344.92 4 � Q �a� I~ssl �����o� a• a �,��� �� y Z ExP �} �► 4lE of CA!\�p 0 REVISIONS APPROVED DATE REFERENCES DATE 8 CH MARK SCALE SPECIAL DISTRICT DMV Br DRAW BY I aEon By APPROVALS CITY ❑ F E N C I N I T A S PUBLIC WORKS DEPARTMENT DRAWING NO. vs I RP I IN 3/4' IRON PIPE LOCATED AT W SOUTHWEST PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED EROSM COMM & DOICU71O N PLAN FM t�ROPER 7 R N A V r THE 9VTERSECnON OF MELBA HORIZONTAL : 1 =10 Y DRIVE El R/W : NONE DAB L BETHLEHEM LUTHERAN CHURCH 5823 -G .: 33!.92 DATUM: ASSUMED RANDY R. BROW R cz Na = i- s 9 0 BY: DAIE : BY 925 BALOUR DRII� ENGyIV1TAS CA ENGINEER OF WORK Dor s1 A.P.N.: 259 - 180 -17 SHEET 6 OF 6 JOB No. 98 -085 2116199