Loading...
1998-5682 I (Plans) LEWND SWARD PROPERTY Q LAIlDSWW A CCORD ANCE 9M NM � � 1. APPROVED By 774E p ENGINEER PUNS SHALL N CONFORM p�EWpN/TAS - ' — E7CiS`INVG CONTOUR -�-- 1. WATER M U1ERitLS AND /�PUR'TENAIIC2•S ST�L BE CONSTRUCTED ACCORdriVG A. GENERAL GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND 1RR1GA110N STANDARDS 1. ALL WORK SMALL BE DAVE N ACCORDANCE NMI THINE PUNS, THE STANDARD 2 FINISH GRADING AND PLAN71NG SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO TO THE STANDARD SPECFiCA OF IHE SAN DWGUITO WATER DISTRICT. THE .� CAVTRACIOR SHALL AND HEREBY DOES GUARANTEE ALL IIl7RK FOR A PERIOD OF ONE SPECJFlCA110NS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN O�ANSTRUCTIAN OCTOBER 1 OR /MMEDUTELY UPON CAMPL£T1oN OF ANY SLOPES GRADED DoST►NC ELEVO1110N TEAR AFTER THE DATE OF ACCEPTANCE STANDARDS OF 174E CITY OF EINCNNTAS; THE SAN DIEGO AREA REGIONAL STANDARD OCTOBER 1 AND APRIL 15 2 UMLfSS 01HERWISE NOTED, ALL CONNEC110NIS 10 Ea0S1N� MAINS NICL BE MADE BY ORAMINGSy AND 174E CURRENT SAN D/EGUiTt1 WATER DISTRICT STANDARD S'EpFlCA110N/S 174E CONTRACTOR, UNDER 174E SUPERVISION OF SAN DI£GU11O WATER DISTRICT, AFTER FOR CON1RUC710N OF WATER MAINS ANY CHANGES OR REVISIONS THEREFROM SHALL E ERb6�GN1 G�V1Tia NEW Gb1VTOUR SOILS REPORT 77XM PAYMENT OF THE ES71MA TED COST BY THE O*M?/bMOPER. CONTRACTOR SHALL APPROVED BY THE p1Y ENGINEER PRIOR 1O ANY REQUEST FOR NSPE COORDINATE NTH DISTRICT ALL ARRANGEMENTS FOR HIGH- LIWNG, TEMPORARY 2 IHE ' GEOTEOWCAL NVESIIGA710N, PROPOSED FIR£ STA110N JIM COORD 1. N CASE EMERGENCY WORK IS REQUIRED. CONTACT TO TUFTS D AVA 633-28M SERVICES; ETC., PRIOR M SHUTDOWN N0.5 540 BALOUR DRIVE; ENCINlTAS; CALIFORNIA PREPARED BY LQQNiON AND 2 EQUIPIRTVT AND MCMKERS FOR EIIIERGENCY WORK SHALL BE MADE AVAJUBLE AT ALL NEW ELEYAITOIV 5 WHERE ELEVATIONS AND GRADES ARE NOT SHORN ON THE WATER MAiN PROFILE; TOP ASSOCIATES DATED FEB 7, 1997 SHALL BE CONSIDERED AS A PART OF THIS MA SHALL BE STOCKPILED ON SIZE CONVENIENT T L GRADNG AT DURING THE RAINY SEASON (OCTOBER 1 TO APRIL ALL NECESSARY OF PPE PROFILE IS 48 INCHES LIME FINISH CENTER L FINISH GRADE OF STREET. PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH IFS RAPID CONSTRUCTION OF TEMPORARY DEVIC RECOUMDVDA17ONS AND S L WHEN RAN iS E NEW f1rL SLOPE (2:1 MAX) NS TO FACILITATE 4. ALL SERVICES 1t1 BE CONSTRUCTED CLEAR OF DRIVEWAYS SpECWICAI7CWS CONTAINED N SAN) REPORT. � 5 CONTRACTOR TO FURNISH ONE IVC H COPPER WATER SERVICE AND METER BOX FOR J APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIB LOCATION AND A PPRO VAL SS SHOWN AN PUNS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE RESIDENTIAL LOT. TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS 4 THE CONTR 174E ENGINEERING I ALL . B CONTRACTORS SHALL ACQUIRE A TRENCHING PEW FROM IW CALIF"A DM90N SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNC71ON TO THE SATISFACTION OF 174E CITY ENGINEER AFTE CTOR SMALL RESTORE E A A LL ERO ? EAC RUN -OFF PRODUCING DEUCES TO BOOKING ORDER NEW CUT SLOPE (21 MAX) OF SAFETY FOR ALL TRENCH WORK. NTH IMPROVEMENT PLANS SfTHTHE 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK VETS; OR 2 4. WRiT7EN PERMISSION SHALL BE OBTANVED FOR ANY OFF -SITE GRADNVO E CO NTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY DAYLIGHT LIME RAIN FEET BEHIND WERE SIDEWALK IIR.L BE CONSTRUCTED 5 CONTRACTOR SHALL TAKE ANY NECESSARY PR£CAU110NS REQUIRED TO PROTECT PROVIDE AIR RELEASE ASSEMBLIES AT ALL HUGH POINT N WATER' MAIN ADJACENT PROPERTIES DURING GRADING OPERATJONS ANYTHING DAMAGED OR BE REQUIRED UM CITY ENGINEER DUE To UNCOMPLETED GRADING OPERATION OR AL A CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF ENWTAS DESTROYED SHALL BE REPLACED OR REPAIRED TO CON0177ON IX1S77NG PRIOR M UNFORESEEN CIRCUMSTANCES 6 THE CONTRACTOR SHALL BE R AND SHALL TAKE NECESSARY PRECAUTIONS EARTH BLADED SR'ALE PHICH MAY ARISE FOR ANY EXCAVA110N WITHIN EXISTING CITY NIGH IS- OF- WAY. GRADING. iQ 174E DISTRICT REQUIRES THAT COMPACliON TESTS BE TAKEN INHERE WATER LIVES ll.� DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK N"CH TO PREVENT PUBLIC TRESPASS ONTO AREAS MHEN IMPOUNDED WATERS CREATE A S RIGHTS- IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REDUCED BY A HAZARDOUS CANDI110N. ARE INSTALLED NM EXISTING COUNTY RIGHTS -OF W➢i Y, CITY OF ENCINITA REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR Z ALL EROSION CONTROL MEASURES PROVIDED PER THE- 4PPR'OVED GRADING PLAN DIRECTION OF FLOW OF - WAY, PRIVATE EASEMENTS AND THE RESTS APPROVED BY IRE CITY S 7. A THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICE SHALL BE INCORPORATED HEREON: ENCINITA S; BEFORE THE WATER LIVES ARE ACCEPTED AND A COPY SENT M THE SAN ENCINITAS; NNaUD1NG SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE CONCIRf IE CURET S C�1 PROSPECTIVE STATE AND FEDERAL SAFETY AND HEALTH STANDARDS; LA WS AND REGULA 77ONS OF SLOPE AT THE CONCLUSION OF EACH NU RK DAY T WRIER DISTRICT OFFICE 11. PRIOR TD AWARDING WATER LIME CONITRACT, ON" SHALL ADVISE B GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MICE OF A STRUCTURE I ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE N PUCE AT THE END OF EACH CONIRACMRS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P-AL OWING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY S�CIFlCA110NS AND 730 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS PERCENT (40U). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL G1OIVdREIE CURB a GUTTER SDRSD G - Z TYPE v 12 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S OJEPARTMEUT 48 HOURS 1Q SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE N ADVANCE OF BEGINNING NOOK 111 ARRANGE FOR NVSPEC110N OF PROJECT. 9. NO GRADING OPERAADNS SHALL COMMENCE UNTIL A PR£GItADING MEETING HAS BEEN ARMS MUST IN COMP M O 90X, PRIOR In PIPE INSTAL PROJECT HELD ON-97E NTH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE 13. GRADING CONTRACTOR AND PERMIT7EE JHE PREGRADE MEETING T EROSION AND SEDIMENT STABILIZED WITH PUNCHED N STRAW INSTALLED ACCORDANCE NTH SECTION 35023 OF GbNCItE7F PAVEMENT PER PLAN ` • • • ` - • • ` 14. APPR OVAL OF THIS FLAN BY SD.W.D. DOES NOT C0NS711UTE A RET'R£SENTATION AS SOILS ENGINEER, T CONTROL HANDBOOK OF THE STATE OF CALIFORNIA OR THE EXISTENCE OR NON - EXISTENCE OF, SMALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING �} 1O 174E ACCURACY OF IHE LOCAiION OF DEPARTMENT OF CONSERVAI)ON. ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE (THIN THE LMr17S OF THIS PROJECT. (760) 633 -2770. IS ALL EXISTING FAC1>Li1lES MFIpH MAY EFFECT FINAL DESIGN, LE, LNrE tAROSSIIVGS; 1Q PR10R M HAULING DIRT OR CONSiRUC HON MATERIALS M ANY PROPOSED �0 Q aQF ESS /C ASPHALT CONCRETE PAVEMENT PER PLAN LINE PARALLELING OR PROPOSED CO WEC7101V SHALL BE HELD VERIFIED. ALL EXISTING 1, SUE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT M AND SAS SRS °" OR PROPOSED UTILITIES CROSSINGS OR Mt1H1N 10 FEET OF PROPOSED WATER MAINS RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE 1, JOSEPH G. fRANZCINE; A REdSTERED CIVIL ElVG1NEER N THE STATE OF CALIlNIA, AN APPROVED 11. UPON FINAL COWLE71ON OF THE DEVELOPER SHALL CO ELEC TRICAL AND SEWER 111 CROSS UNDER THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENCOMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY GER �, r SHALL BE SHORN ON NPROVEMENT PLANS WITHIN THiS SITE w ��' .i SITE WALL PER AIPGN1EOls PUNS �IIER MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. ETVGNEER MAY IMPOSE WITH REGARDS TO THE HAULING O MOLTER CONNECTIONS TO C0MMERCIAL DEVELOPMENTS SHALL HAVE WORK UNDER THE GRADING PERMIT BUT PRIOR TO ROTS MADE O ME OR UNDER MY PORT ONI I FEBRUARY 1997. ONE INSTALLED 7O THE DISTRICT'S SA BACCFLOW DEVICES FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, MI1H MY * �R '� - O / '� C'QNC MASONRY RE WALL C-4, �-6 BACKFLOW DEVICE' 1 RECOMMENDATIONS; HAS BEEN SUBMITTED M THE OFFICE OF THE CITY ENGINEER INSTALLED DIRECTLY OUTSIDE OR COUNTY RIGHT- OF-WAY OR OUTSIDE CERTN7CA71ON SHALL BE PROVIDED STATING 'THE GRADING UNDER PERMIT NO NIA DETAILS PLAN HAS BEEN PERFORMED N SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING FURTHERMORE; 1 HAVE REVIEWED THESE GRADING PLANS AND CERINY 1H£� CI VIL ARE 10 BE MATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF PUN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN . THIS STATEMENT SHALL RE'COMMENDA71ONS INCLUDED IN SOILS REPORT FOR 7HIS PROJECT HA 8 f' f B" DRCH SORSD D -mTYPE BACKFLOW DEVICES ARE RESPONSIBILITY OF OWNER CALF 17. MIAMMUM HORIZONTAL SEPARA110N OF f0' REQUIRED BE1i1EEN FIRE HYDRANTS AND OE FOLLOWED BY THE DATE AND STGIVAIURE OF THE CIVIL ENGINEER WO CER11FifS NCORPORA]ED N THE GRADING PLANS AND SPEpFlCAT70NSX3Y Rp�en.cz • , SD! r;: aE VAUL SUCH GRADING OPERA TION. I& D. G. E TO MAINTAIN MNVIMXIM 5' SEPARATION WEN PARALLELING w A TER SERVICES ; 04" ATE �o /P /� � ti e�� ep �� o,��y sTt�RM DRAIN PIPE OW MR35) s�SD o--er7 so 19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCATE ANY &WNG WATER ' d t . ; Pc�OFM +ONO FACIUiY (F.H., METERS VALVES VALVE BOXES; ETD) THAT ARE EFFECTED BY 175 ot PROJECT. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES EXP. DALE 6•••I �� - yi s rot 1�PE' - ' COIVRG aTt21 BASIN 2Q CONTRACTOR TO SUPPLY DOCUMENTAflON SHOiM THAT ANY ASBESTOS WATER SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAIUBLE RECORDS 111 PIPES REMOVED FROM THE GROUND WERE DISPOSED OF N A MANNER ACCEPTABLE BY 774E BEST OF OUR KNOWLEDGE THERE ARE NO DUS77NG UT U71ES EXCEPT AS SHORN rECt Y BASIN TE ON THESE PUNS HOWEVER: �AJQPA11aV ff AE5PAV51�f QyARC,E O,�cA��" THE SAN DIEGO COUNTY WASTE DIVISION. GA a Tt2! BY MKS' - r V E C"ACMR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT I HEREBY DECLARE THAT I AM THE ENGINEER OF PORK FOR IM PROJECT, THAT I HAVE ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 7HE PROJECT AS DEFINED IN .' CATLH BASH By 1�S' CONTRACTOR'S RESPONSIBNTY TO CONTACT THE FOLLOWING OWNERS OF SAID UilU11E5 SEC7ION 6703 OF THE BUSINESS AND PROFESSIONS CODE; AND THAT IHE DESIGN IS �, OR STRUCTURES PRIOR TO ANY EXCAVA710N, VERIFICATION AND LOCATION OF UiiU71ES CONSISTENT NTH CURRENT STANDARDS AND NonnCA 170N OF COMMENCEMENT OF WORK: ST" DRAIN Cl fANOUT SORSD 5-3 ( �' ► i UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND S)"FEDMATIONS BY THE CITY SELLER (CITY OF OK WAS) 760- 633 -2780 OF ENCNWTAS IS C10NFXD M A REVIEW ONLY AND DOES NOT RELIEVE ME; AS ENGINEER SAN DIEGO GAS a ELECTRIC 1 -800- 422 -4133 OF WORK, OF MY RESPONO U77ES FOR PROJECT DESIGN. SELLER LATERAL SORSD S-tj (TYPE n S-4, tfPE Ir --- S I P TER (SAN DEGUIT O WATER DISTRICT) 1- 800 -422 4133 'low PACIFIC BELL 1 -800 -422 -4133 MARDS AND BROW ENGINEERING M ( I CABLE TV (MWSION CABLE TV SFRN{,ES) 1 -800- 422 -4133 2187 NEWCASTLE AVE, SU17E 103 CARDIFF BY THE SEA, CA 92007 Q 4 pE E SSl pAr� On ppnyT 0 GD'O -- S —•� EXIST. cm CURD m71ni � 2 CONTRACTOR MALL NMff THE CITY ENNGNEER I S OFFICE 48 NM PRIOR TD a SIDE WALK BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770 W ?� , DOAMEM WATER PER PLAN - -- (`� & I THE CONiRACTOR SHALL GIVE 24 HOURS N0710E ON CALLS FOR INSTOON PfIOIVE , g y WWI (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT ATE No. so� T OF IWEC770H KL BE BY ! W SUBJECT >27 REJECAON AND REMOVAL RANDY" WN R. BRO RCf 36190 Exp t} BACRTLOW PREVENTER DEVICE SDRD P-SA __- VST. AC PAVEMENT a BASE C AtADIIG � �! FIST COIULF1kTE I ALL GRADING SHALL BE INSPECTED AND 1ES7ED BY A QUALM SPOILS ENCIER OR l9lE OF Ca� � CURB, GU77�R d UNDER HIS DIRECTION. HE SHALL INSPECT AND JEST 774E EXCAVATION PLACEMENT GUIVf2RE7E THRUST Sa11D �� 51 DeA A4X• AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE SHALL LEGK DESCRFIXW SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE 7HE SUITABILITY OF ANY A PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER FXL MATERIAL UPON CawLETION OF GRADING 0 HE SHALL STATE THAT OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER WATER SVW P01NT OF CaONIiECTM 0 BLDG N SDEC71ONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT N OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN W OPINION, ALL EMBANKMENTS AND EXCAVAi70NS WERE CONSTRUCTED N ACCORDANCE BiERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS; COUNTY OF SAN DIEM IMiFH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS STATE OF CALIFORNIA, ACCORDING iO UNITED STATES GOVERNMENT FIRE SERVICE PER PUN _F ARE ACCEPTABLE FOR THEIR MENDED USE STONEY, APPROVED APRIL 19, 1931. TYP B A_L_aUR DRIVE CRO SS S ECTION 2 UHF CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURF ACES TO PROVIDE POS W DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE DOME CIHEDC DETfLTD�GEIt'fiMftOl�l fD� SDIID P-7 — - -- 7I RAMC INDEX N0. &O - A T S WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE ASSESM PARCEL AUM STE AND SHALL TAKE REMEDIAL MEASURES 70 PREVENT EROSION OF FRESHLY GRADED 259- 311 -09 AREAS LAN77L SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES FIRE SERVICE POINT OF CONNECTTAN 0 BLDt — ' — � HAVE BEEN INSTALLED. FIRST OVER- 6XcAJM }Tt D Plt/Q Goo - TECH Ac?OUT 7~ 5 ALL AREAS TO BE FILLED SHALL BFAPREPARED TO BE FILLED AND FILL SHALL BE O�VER/pE>�TiEE 1 PLACED IN ACCORDANCE NTH STANDARD SPECIFICATIONS ALL VEGETABLE MATTER AND CITY OF ENCINITAS A MUNICIPAL l,�RPORAIDN _ NOSE DID OREC71ONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 505 1 VULCAN AVENUE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE EIMTAS; CALIFORNIA 92024 -3633 REMOVED TO SNTABLE FIRM NATURAL GROUND. THE EXPOSED SAILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND THEN COMPACTED TO A M" MN OF 90 PERCENT. Y � ` IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PUCE; SPREAD, WATER AND almovmlq[ RENEW N171ES COMPACT THE FILL N STRICT ACCORDANCE WITH SPECIFTCA71ONS 1 EARTHWORK QUAN7171ES 4 CUT AND FiLL SLOPES SHALL BE CUT AND TRIMMED TO FUWSH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVA7IONS AND CUT 80 C:Y. NOTE: - fw4s ddA*/rml&v DO EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE FILL 2410 QY, wcwpc 5'FT. ENGINEER OF WORK AND LEFT N A NEAT AND ORDERLY CONDITION. ALL STONE: ROOTS AIPORT 2530 C: Y. A40 Ass c lArAD 0*1A 0r. • AND OTHER WASIE MATTER EXPOSED OR EXCAVA710N OR EMBANKMENT SLOPES WHICH 4m ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE ME � w�� ac Q 2 STEEPEST EXISTING SLOPE WERE 174E PROPOSED GRADING IS TO OCCUR N 13.T Lu AND TOP OF ALL SLOPES SHALL BE ROUNDED N ACCORDANCE WITH THE GRADING ZW "q ORDINANCE 3 MAXIMUM VERTICAL DEPTH OF CUT IS 2 FEEL z Z B ALL TREES; BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SMALL BE GOtLECTED, MAXIMUM VERTICAL DEPTH O F FILL !S 9 FEET _ 7- W WISE DISPOSED Of OFF THE SUE BY 7HE CONIRAC70R SO AS TO LEAVE PILED OR OTHER zWc z THAT HAVE BEEN CL MATH A NEAT AND FINISHED APPEARANCE FREE 4 Vt7LUIllE OF CUT x,610 CU. FT. THE AREAS F~ r FROM UNSIGHTLY DEBRIS APPROVAL OF LOCA7iON OF DEBRIS FILL SHALL BE SECURED Q9 fEET AVERAGE DEPTH CUT w N` m- NA SAN j S AREA OF CUT 6,240 SQ. 17 �� F ROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 774E DISPOSAL OF ANY SUCH .ALAN FIRE DEPARTMENT MATERIAL V OLUME OF FILL 75,060 CU FT. = 1.8 FEET AVERAGE DEPTH OF FAL ° M AREA OF FILL 41,270 SO. FT. N VICINITY MAP !7 e , D 199 CITY PROXCT No. CFF96A S bNaTU1tE D A'1'F TER DISTRICT D ESIGN BY DRAWN BY CHECKED BY APPROVALS CITY ❑ F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WA B TOP OF BRASS CAP IN COUNTY PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED (LADING PUN FOR: o MONUMENT WELL LOCATED IN H ORIZONTAL : NONE CENTERLINE INTERSECTION OF ENCINITAS DA7 3�Qty BLVD. AND SEEMAN DRIVE VERTICAL : NONE � + RECORD FROM COUNTY OF SAN DIEGO /� R.C.E. NO.: 36190 - UO BALM un� nc, EN =A.a CA By ' t* il�3�gg RANDY BROWN d/30 /00 BY GATE DATE � : 259 - 311 -09 ELEV.: 3T S 31 5.49 oATUM: U.S.C. a cs SHEET 1 OF 4 SIGNATURE DATE ENGINEER OF WORK Exp. - JOB NO. 96 -070 3/z9 99 RAM GRADE i0' - - - -- -- --- - - - - -- 6'CAN -am PER SDRSD G- I CONC. ANASO WY RETAMMG WALL SEE DETAILS 'G' 'H' FOR SIRUCTURAL O f _ r P" p ca RmIBOIV an7FR I OVER r CUSS N BASE 6' 6' � CM PVII'T • 3/4' CRUSHED � � USE 560- C - -3 250 CAWCREIE ? BASE PER PLAN ROCK R RDWORCE OM AO A TERPROOF 3 BARS • 12' 0/� : . :.. i t GRADE f EACH WAY • AND -SLAB HL76HT I . W AAFAIBR ANE 1 1 '� � .... -. � � - .'. • I: � s' PVC STORY DRAM : � I i PER sPECIFlFICAnavS All F1C TDR F ABRIC _ N AVAR 140S OR 1 _ - � C LAN RAIN' S ANN. � APPROVED EQUAL COM BROW DM CONCREIF ENCASOAM 4f SAND PER SbRSU D -75, USE 560-C 3250 CONCRETE MAO/FlED 6 P.0 L` CURB cU1%#ON (ANN) : PER SDRSD G-1 NOTE: $ TYPE 14' REFER IV TS CGVCRE7E PAVEMENT a PLANS FOR AR RMSH 4' D1A. PERFOR4 & BASE PER PLAN AND HANDRAIL AT TAP PFE • 1% AWN. SLOPE OF WALL TO OUTLET. m� RIBBON GUTTER DETAIL CONCRETE ENCASEMENT DETAIL B DEEPENED CONCRETE CURB DETAI C Al. TS A N. T.S N. T.S RETAINING WALL DETAIL D N. T S. SLOPE TO OU F ARCHITECTS WALL FMISH AL AT TOP _ �[ 6.5' PER SURSO MAN" JOAVT PER SDR � . i - 1 214 CAI�RE7E UASONRY � BAR • �� 2' � pf3A � CONIt~ PAVEMENT . AC PAVEMENT • ��I • � 2 � 1/`1"' 2 P M. RETAINING WALL 16 0/C �!� .. • BASE PER PLAN BAST PER PLAN. ? f/7' - PER SDRSD C -s. , A4 Y r aw _ /4 • 16' 0/t I RETAINING WALL 16 314' GRAM 314 WA PER SDRSD C - /r4 016.0 /� - ' n 6. _ MAX _ 00 _ _ • 16' 0/t V-6* AUX E)w.. GRADE F[TFR FABRIC FA' TER FABRIC WAR 140S - - _ �5 • t6' 0 2 t/7' _ 1Y AW?AR 140S OR APPROVED EWA[. AI�PROVED EQUAL 1 EVW. GRADE a 1 ATERPROOF AEMBRANE AKA TERPROOF Am -WANE p 3• 10 3 P COVT 12' �ppf PER SPEaRCA71ONS PER SPECIFICA nANS NOT 3 cm ' 9' REFER TO ARCM EM 3 j4 CONT. ke • 16' 0/C 12 i 4' DIiA. PERFORAM PIFE PLANS FOR WALL FLASH 4 OfA. PEIRFORAIED PIPE -�— NOT: i WN. 11Fr f? • 1% A • IX AWN, SLOPE TO OUTLET . AND �V, AND HANDRAIL AT TAP S ; - OF CURB. REFER 1D DE7TA[ b' REFE ID D ETAIL D' EARTH SWALE ep VOW ON NOT 910 SAN. NOT 3=1 RETAINING WALL DETAIL RETAINING WALL DETAIL RETAINING WALL DETAIL RETAINING WALL DETAIL N TS E F G �I N . TS, N. T S. N.T.S. 0 u Cr� W(N, ■. W V ZW z Z�� W �Q DN 0<1 O; r (-)Wt Z! rr O. Gj Nr W Mo 36190 :. EXP.6r90M Q �4• Z ' sl9lF OF � wr' E Of • • • W (n • W U CITY PROJECT No. CF 96A o 'B"� " BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w ° N ravmms APPROVED DATE DATE BENCHMARK SC vs DB RRB o PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PUN FOR : n TOP OF BRASS CAP IN COUNTY MONUMENT WELL LOCATED IN DATE CENTERLINE INTERSECTION OF ENCINITAS p NONE ENCINITAS FIRE STA71ON N0. 5 5682 -1 BLVD. AND SEEMAN DRIVE. a RCE No. 36190 8Y: BY: 540 BALM BRINE E1NWTAS CA RECORD FROM COUNTY OF SAN DIEGO. VEKnCAL NONE RANDY R. Roft o r - - APN : 259- 311 -09 ELEV : 315.49 DATUM : U.S.C. & G.S. ENGINEER OF WORK EXP. 6/30 /00 DATE: Z�� '� DATE: SHEET 2 OF 4 a JOB No. 96 -070 3/29/99 STORM DRAIN NOTES IMPROVEMENT NO )ES ® DESCRIPTION No. DESCRIPTION A rW CATC2H BASIN N11H CST OW GRATE BY AIDS' O t APPROVED EQUAL 6' CURB A CONCRETE PER SDRSD 8. 12012' CONCRETE CAEN BASIN! NM STEEL GRATE BY VW AV ON APPROVED EQUAL B. 6' TYPE 'G' CONCRETE CURB O GUTTER PER SDRSD G - 2 G 24'C24' CONCRETE CTCH BASIN NM STEEL GRIATE BY BROOKS' OR APPROVED EQUAL C DEED CONCRETE CURB PER DETAIL 'C', SHEET 2 A EVS7W TYPE r CATCH BASIN. SOLID GROUT (2000 PSI MIN) OPENING ON STY SIDE OF BASIN. D. MANS117ON END OF CONCRETE CURB FROM 6' TO 1' HIGH AN LAST 10 LF. OF CURB. E 6' DIAMETER QLEANOUT PER SDRSD S=1, TYPE b: USE CONCRETE COVER BY'BROOKS' M.U.P. 98 - 068 IN HARDSCAPE AREAS AND CST IRON COVER AN LANDSCAPE OR PLANTER AREAS E: PORTLAND CEMENT CONCRETE PAVEMENT (560 -C -3250) 7" 1FNp( OVER 2 CLASS a BASE CJ7 KITH No. 3 BARS 0 12' ON CENTER EACH WAY AT MID SLAB HEIGHT. CROSS SECTION REFER TD DOG NO. 5874 -1 F 24" ODE CONCRETE BROW DITCH PER SDRSD D -75, TYPE 'B'. MAY VARY BASED ON SLOE ENGINEER R -VALUE TESTS, SUBJECT TO CITY APPROVAL FOR GRADING AND SURFACE o � c o SCALE 1' =20' - 5-1 ' THICK KITH F. PORTLAND l�AAENT CO NCRETE PAVEMENT (520 -C -2500) 4" 1Hlpf MI1H N0. 3 AIIPROVEMENTS HERE. o o 4 j Or � � z o � M U. P 98 -068 G 8x8' CONCRETE NNLET APRON USE 560-C 3250 CONCRETE 2 REG MAN SDR 35 PVC Q o BARS 0 18' ON CENTER EACH WAY AT AND -SLAB HEIGHT. CROSS SECTION MAY VARY U z j3 BARS O 18' 01C EACH AT AND -SLAB HEIGHT. BASED ON SOIL ENGINEER R -VALUE TESTS � Q W, REFER A DWG D 5874 -1 Q c FOR GRADING AND SURFACE v H. 10 LF (ANN) CONCIPEIE fMCSEMENT AROUND STORM DRAIN PAS 5 LF. EITHER C ASPHALT CONCRETE PAVEMENT 4' 1HKK'ICC OVER 6' CLASS I AGGREGATE BASE CROSS o O z IMPROVEMENTS HERE. MONUMENT VIIELL LOCATED IN W S IMALL. SEE DEETAIL 'B; SHEET 2 SECTION MAY VARY BASED ON SOIL ENGINEER R -VALUE TESTS SUBJECT TO CITY APPROVAL a 00 cc L 4' PERFORATED PVC WALL DRAIN O 1% ANN SLR UNLESS NOTED OTFIERINSE: A CONCRETE STEPS ON GRADE PER SDRM M-26 REFER TO ARCHITECTS PLANS °� / / J a m U SEE L DETAILS ON SHEET 2 FOR ADDITIONAL XFORMA 77ON. V) � / / � Q NI�L FOR ADDITIONAL AIFORMA110NL v "� r N N � a J, WALL DRAIN POINT OF CONNECTION TO STORM DRAIN SYSTEM OR CONCRETE BROW DITCH o �- � o h Z o r I,* CONCRETE MASONRY RETAINING WALL PER SDRSD C -4 V) o v o C &G o C &G o K. REMOVE 10 LF EJdS11NG BROW DITCH 10 CONSTRUCT WALL REPLACE BROW DIli'21 BEHAVE 0 CONCRETE MASONRY RETAAVING WALL PER DETAILS b 1 0' AND 1H SHEET 2 ° o N j � � � RIM �� W o � ,� c &c � WALL AT NEW GRADES PER SDRSD D- 75, 'B'. j - `4 "��' IE x' �' �� / EXIST. 36" ° °�' D RI I L \ \ c & G K. CONCRETE MASONRY RETAINING WALL PER SDRSD C -B. w ,�- w -' w TRUNK MAIN m BA L O U R q STORM DRAIN DATA TABLE o i w w w w w w w w ` L LIGH POLE PER ARCHITECTS PLANS ;' D17ST. 8' WATER MA w No DESCRIPTION LENGTH SLOPE .� w W w w o W W W �� 1 6' PVC (SDR 35 ANN) 21.9' 1% M. TRASH ENCLOSURE PER ARCIIECIURAL PLANS se I r 10' HIDE STREET DEDICIIV GRANTED w� W w TO THE CITY OF ENCINITAS REC "' 2 6' PVC (SDR 35 ANN) 34.3' 1 N. SI7E WALL PER ARCITECTS PLANS 3 -�-- AS FILE Na - NO 42 38� 3 6' PVC (SDR JS ANN) 60' 1 8 % a 30' MIRE CONCRETE RA380N GUTTER PER DETAIL 'A; SHEET 2 *TING GONG Y EXIST. 18' RC' 6' E)Z'NG CIRB, GUTTER 0 SIDEWALK , 344 _ �3 EXISTING REVERSE CURB OUTLET ET . 4 PVC (SDR 35 ANN) 4&r 1% P. POKER PACE AND GUY MIRE TO REMAIN. COORDINATE MIJH UTILITY EXIS 77NC CONC CROSS GUTTER r , � � � �C, R �`� c�.'�• �o - COMPANIES PRIOR TO CONSTRUCTION m �� so so �' 'Y` � 0 �� 5 6' PVC (SDR 35 MIN) 14.2' 1% /�j f, �' Q. \ '�C' s0 so '�\ SD a EXISTING TREE To REMAIN ° _ �'� �► + Y` g 1 6 8' ( ) 68.5 1% c &c T � - r r � �, � r , � 6�1 58) ) END WALL Tw 343.78 g R. REMOVE DaS`7ING TREE •� W 7 6' PVC (SOR 35MIN) 15.0' 127% . o i A � h � MM MATCH EXISTING R S PLANTER AREA PER LANDSC PLANS q °�- ) �� NO' 42 38 , • - - 2_' - ° f CONCRETE EDGE _ . wM 8 6' PVC (M 35 MIN) 26.2' 6.2% _ T. EXISTING FENCE TD REMAIN `` R/`W �Rg 2 Z ,�0� >� 3 ` - --- - - - 344.5 - - - -- - A _ - -- S y ` ♦ - - - - - -- R - - - - -- �� 9 8' PVC (SDR 35 ANN) 19.7' 41.6% BE 34 0 3. - U. TRANSFORMER 0 PAD REFER 70 ELECTRICAL DRA KINGS TC - �, • � 7TNG � _ � .. 1 . � � 1 2:1 ,� . � � • � _�� • �•�' g TCN• FL 342.91 �- - 10 6 PVC (SDR 35 ANN) 73 w ? 4.SX MA1Ctl EXIS .� I o� r CONCRETE EDGE ° a wi I l8.' 1, •• " 0 3 I 11 " PVC (S 35 MIN) ' 228% •BOTTOM OF WALL EiEVA1TONS SHOMN CW PLAN MAY VARY BASED ON �m 6 16.2 I ^ ♦ k2 '`�� • • 1 a �� 4 H L� . ♦ `O i � SOIL ENGINEER FIE1' D TESTS AND RECOMMENDATIONS 12 8' PVC ( SDR 35 ANN ) 133' S7.6X "' . • 9 5 •y . i , 5 .: J a J < WALT o - EXISfl 8' PUBLIC SEINER 3 24 340. 2, OW "�� �-. 11A° _ - - - _ -T W e - 1. ' 340 - - I w 3 -fl. 34 ��' �" � 338.0 1 1 D 13 12' PVC (SDR 35 ANNA) ) 234.7' 1 % 3 ' _ _ S 4�6 ,�' j c � 0 - � e G 6 3 _ - - Bd ♦ ♦ m 20' WDE PUBLIC (IE 333. ) 42 77 � l - 4 191 N 1 ' �ti• C w ,�, �'� � '` p ` t� W - . t,� 3 37.8 WA TER NOTES NouT k3 3 4� t�" _ 0 W UT10a1d. �, ,ti I - EASEMENT RFC EXIST �G �'1,• _ ct� �G `� 5 1 339• 9 '� No DESCRIPTION AS FILE No. a 5' ACK I 2 -- 3 _ -a1 ® �, ��, °.�° o flX 1�� DGMIEST WATER 10 CROSS IE 3 37 . 15 O 338 ti R1• 1 '�5 '�* ' , ' oA A89Vt STORM DRAIN 0 FIRE s _ 3 � I F �►�' S OFF WE LETTER OF PERMISSION A. REDUCED PRESSURE BACKFLOW PREY I R DEVICE PER SDND P -5A. END WA a '' X23 ' �• tip �+ 3 a JAE 70 CROSS BELO DRAIN. PROVIDE 4 CLEARANCE 3 W sTtIRIM � .� 7`"�,� �$ �1' / REOtmRED To GRADE et CONSTRUCT LL . Tc 2 A E 5 �. _�' ' '�` ' . �' / WROVEMENTS SEE LETTER OF 8 CONCRETE THRUST BLOCK PER SDOD P -11. TW 341.8 � � � ► cA `� � ' BETiiM PIPES (MTV) W7H SAND 1 • - / PERMSSION BY BW 339.0 � °' 4 � 2 ,µ : r .�; .: � � ,' ,� 1 � - 41. 342 r - CU90N �. i DA TED: C DOMESTIC WA TER POINT OF CONA IEC77ON REFER TO PLUMBING ORA INGS FOR DOMESTIC 3 •� i 338.5 0 C 34 O L - 2 �. WATER BEYOND. 336 X289 i a' 8w . I I J PP - 39. -PAD 30.3 - - - s- - - - - - . . • ♦ ' ♦ �'��'/ . - - .� vi Fl-� 3 V► �.. - 340' � �� 0 - 1EXIs71NG D. POINT OF CONNECTION FOR LANDSCAPE NRRIGA]lON AT BACK OF RELOC METER 1 WATER "1ER �, I o� J. ,� �, �. ,,, �Q• c�Se � �► >� Q '� � II ./� �. 1 BUILDING WATER DATA TABLE fi I , ".,• - NEW BUILMG o � o . �►� I x I ; I , ,�c, • �� e�; IZ . s8 1.1% X0.96 _ �� 41.0 .a8z �' . ♦ � ,�1r'� No. DESCRIPTION LENGTH 1.5 I 41.17 t o , -* S $ r 11�? � 33 I MADE PUB uc N � TER 2% ®PAD 340.2 .�. A,f',N, 259- 311-10 • W 337 .0 1. 2' PVC (SCH 80) N"H 24 68.4 33 4 - - �Xl 12 EASEMENT' " j: , CONSTRUCT ZbIA NEEPHQ'iES 1 ,' '� _ ; ' _ ° 10 1 9 ST h I 341.89AS RLE- Na p 1 341. A6 - - r 0 48' 01C 0 BASE WALL _ --3 g �, ! J $ �'SR 2 1 -1/?' PVC (SCIH 80) IM1H 24' COVER 21.3' 3 _341.39. plADE BREAff.' L SN ��aFOR DRAINAI _ �.�._ - ♦ ��' gl ND �tt� -- -� - _. . 338-- - - - - • - Rf � W _ 3 1 -1 PVC (SCFI 80) N11H ?4' I;OVER 130.7' A,�,�l, �59 - 311 - 0 � 3R X9 I TW 340.20 "' � ,� PAD 34Q3 � G •� `� � �. � I ��'�� 4. 314' PVC (SCIH 80) N11H 24' COVER 64.2' Fl. ► I W 336.5 Z . J . 1 �• J • � � I , 33.4 .o ► I ' � + jj .- 1• 3 ' I 1 'S�` h SET BACK V S 314 PVC SC,Tf 80 KITH ?4 COVER 17.0 DAYUpH = '� 5 SETS NDTES� FIRE NOTES o _ s S EXIST. CLEAN _ ► 1 TC © A _ 1 % 7 F ? 1. THE ONNEIR IS RESPONSIBLE FDIP REPAIR d MANVTENANCE OF THE ME TG 338.28 _ _ W LNNES O 37DE OF THE PUBLIC RIGHT OF WAY 0 DISTRICT EASEMENTS 3 39 / z g. - W � ©o DESCRIP7701V +/- 32 LF 4' SOLID, -wl�ct PVC (SDR 35 1 '� 1 . 4 % E 334.50 1 4 - _ 7RUC HOSE 818 - - - - - - - i W A REMOVE END CAP 0 INSTALL 4' DOUBLE CHECK DETECTOR CHECK VALVE ASSEMBLY AND MIN) FROM 112Y END--WALL TO S1DElYALL OF '� _ _ _ - _ _ _ _ J4p Z Z _ _ _ - - 1 U 2 THE OW IN RESPONSIBLE FOR REPAIR, MAINTENANCE 0 BROW D17CH. SLOPE 0 1% ANN 4.1 w 2 _ _ - 2 TING 1 , ANNUAL TES OF BACK FLOW PRM77ON DEVICES FIRE DEPARTMENT CONNECTION PER SOME P -7. N Fl- J CONSTRUCT HOSE BIB a 4' FARE LINE POINT OF CONNECTION REFER TO PLUMBING DRAWINGS FOR FARE LIME BEYOND. 20 LF 24' MIRE CONCRETE O DI ► _ - - L 6 _ L _ _ 0 " Q - _ - w re -A -A 4 ♦� I I 3 IW FIRE LAME 0 FIRE APPURTENANCES SHOWN HEREON ARE PER D -75, TYPE 'B o ► -� - - _� - - - - -�- �`'� SO'"A TIC ONLY. PRIOR TO CONS7RUC710N 7HE CONTRACTOR C 6' FIRE HYDRANT FOR FIRE DEPARTMENT 1RAAVING USE ONLY �44�� ��3 WALL E DAYL/GIHT ti SHALL SUBMIT 10 THE CITY OF ENCINTTAS FOR APPROVAL cY o WALL DAMMI' LINE E 5 FIRE DATA TABLE s ' - - -� o W G I' ,u APPURTENANC IREOrnEn ro s �^ 2 M z b 0' 4238 "E 264.00 ® DESCRIPTION �� $ q o = No ,� PRO T EXIST. WALL ^ C.) Z o Z a �• i LENGTH 3 30 ' .� s PROTECT DOST. WALL � cl) SCI 80 KITH 36' COVER 94.1' u ` - - - cti I 4. REFER TO HORIZONTAL CONTROL PLAN PREPARED BY SOWARDS 0 1. 4' PVC ANN ( ) '`� ^� BERM � a,o BROWN ENGINEERING FOR DNNENSONS d DATA TABLES NOT SHOWN "' �' h of I HEREON. 2 6' PVC (C900) M11TH 36' COVER 71.0' 10' HIDE PUDIJC SEINER d• PRIVATE Y z w q N0 aRAINA( EASEMENT REC. 3/26/98 �' c� a S SAN DIEGUl10 WATER DISTRICT NVSPECIION DEPOSITS, WATERIER PER DOC Na 1998 - 0165055 N k K' U m a a AND FIRE LIMVE INSTALL ADN CIHARGES; AND CAPACITY fEFS MR W WORK SHOOK HEREON TO BE PAID BY 1W ENCNITAS FIRE DEPARTMENT. A 4' SE POINT OF CCNAMEC7TON SETTER CONSTRUCT CYEANOUT PER SDRSD S -3 TYPE 19: - ------------ _. -___. _____---- _- _ -_ - -- WER 8 X CITY OF EN0V7AS SANITARY DIVISION INSPEC7ION FEFS� USE CONCRETE COVER BY $ROOKS' AN HARDSCPE AREAS AND CAST IRON COVER IN CAUTION!!! REFER TO HORIZONTAL CONTROL PLAN PREPARED CAPACITY FEES MID MAINTENANCE FEES FOR THE WORK LANDSCAPE OR PLANTER AREAS REFER TO PLUMBING DRA WINGS FOR SEINER BEYOND. BY SOWARDS & BROW ENGINEERING MR SHOW HEREON TO BE PAID FOR BY 7W ENCINITAS FIRE B. 4' SE POINT OF CONNECTION TO GREASE INTERCEPTOR REAR TO PLUMBING PLANS P CONIRAC70R TO D(CA ADJACENT TO EXIST WALL AAX `259- '311 -0� OVAIENSIONING NOT 57HOMN HEREON DEPARTMENT. INER FOR INTERCEPTOR ( +/- 25 LF) 70 DETERMINE IF TEMPORARY 91ORWG 7. THE CIT OF ENCINITAS NSPEC77ON DEPOSITS AND PERMIT FEES IS NECESSARY. THE ENGINEER SHOULD BE NOTIFIED C DING AND IMPROVEMENTS DEPARTMENT NT S S VIS SHOWN HEREON 10 BE PAID FAR �M 10 LF (MIN) CONCRETE ENCASEMENT AROUND SEINER PK 5 LF EITHER SVE OF WALL OF ANY CHANCES TO THESE PLANS PRIOR TO � E ss/0 FOR GRAD "Y � SIMILAR TO DETAIL 'B, SHEET 2 CONSTRUCTION AS A RESULT OF SHORING. BY THE DING ND I Q`� o� a • e qo A THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF MAINTAINING A SEINER DATA T 0A)CIIRARY WATER METER AND WATER SUPPLY 7HROUG ROUT �m (S DESCRIPTION LENGTH SLOPE o E*. elm" z CONSTRUCTION 1. 4' PVC (SDR 35) 75.5' 4.7% N 2 4' PVC (SDR 35) 71.3' 5.9X 4 J. 4 PVC (MR 35) 87.5 4.4% CITY PROJECT No. CFF96A REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGN BY DRAWN BY CHECKED BY APPROVALS CITY El E N C I N I T A S ENGINEERING DEPARTMENT DRAWING NO. VS RP RRB TOP O B RA SS C AP IN COUNTY PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED ADING PUN FOR. CENTERLINE INTERSECTION OF ENCINITAS HORIZONTAL : 1' =20' DATE : CENT. & ��,� ;NONE � ENCINITAS FIRE STA 71ON No. 5 5682 -1 • �� RECORD FROM COUNTY OF SAN DIEGO R.C.E. NO.: 36190 BY. BY: UU 540 BALOUR DRIVE ELEV.: 315.49 DATUM: U .S.C. do G.S. RANDY R. BROWN D A TE: 7z -/s - -79 DATE ENGINEER OF WORK EXP. 6f30/00 .H}Ef. A A.P.N. 259 - 311-09 SHEET 3 OF 4 JOB No. 96 -070 3129199 / REV DA 7E : 1114199 r � vJ U •� u U z 0 (:1: 0 SCALE 1" =20' 0 U j �`� , a O � < m cm a U O S4 J I U V• Z C &G 00 ci `f v U q / o C &G w N o y / N C &G C &G \ o —w -k �� -- - w — �� � BAL DRIVE ��� / / w w w m w w w w w w cl) w w w q w w w w w w w° \� \ I � w w \ k � 3 -�- ?� 'i �' r '� NO' 4238' " g Ilk L N \ 3 3 x_344 14 �b — so --- SD !� — —LSD SD 3 LA- ' SD Sp o g 4Arr— so � '— T 3 C &G T cl — T T -�� T T T Z �/ S • f • � �I —I NO* 4238 E . .t — — — �44- — — — ir RIW _ I 114" _ — 42 �� 342 - - - --+ ` R/W 1 ♦ cn -- of 4 44 bw a jr to � ] J l � . ( , 340—, O i g \ �,-- •- —$ -- .� " _ _ • I m ro ci P TE11 ARARY ER057 0N ci � tg I I 25' 1 J _ _ - - - AROUND CI BASINS OE o ( -3 - OW ROW UNDBAGS TM% o I 1 Q � I �• BAGS STAGI�RED ARY OSION GbNTRO�. I IE�PAR ER 1 TYP. ALL CAltl B : USE OWE ROM' SANDBAGS nvo 1 I f .( I Y I 3 84GS NGIJ ST AGIMRED I y I F.F. 34 .0 ( NI'IERF S�IOMN). ( o L -C— -� W - I I . a - 39. —PAD 340.,E \ I _ . •_• 340 '` . z EXISTING �� I !n • / — �. f ' • • 1 BUILDING • • 1 NEW Bt#LWG i , .' ; .. :• . ' x.41.0 ; 4x I �.F • IZI 1 _ I I . � .. •:'T � ',.• .:�:.: � PAD 340.2 � •.' ' .• '• • :- � Q 40 3314— I ° ° 1 ''• -.;'`; g TEMPORARY EROSION CONTROL 3 USE OW ROW SANDBAG% l NO I y - -- 3'3.8- - -� - - - - -- �— — � �' � - B/IGSfNf�l, STAGGRED. I 1 I I : t PAD 340.3 (7W. WIM SCI fM I� Z /0 3g2 a U i — — — / M - — - - -- J __ -w 8 U - -- — - -- - 1 — — - — - - - � — — — — - -- - -- V WALL A - WALL m Z NO° 42'38" 264.00' Cl) W 33 °j 03 z < L) -� ° � o < N „:,� °' UU O to � -04 � U U � tP '0 0 0) M � c� BERM g � O h M h Y co cr TE�ARARY ER090N CONTROIC. o .2 v) USE 0AE ROW SANDBAGS nVO U < k Q < hM STAGIGM. a a 1 ry (T)P. *ERE WMN). I NO THIS PUN 1S FIR FROM CWW CALY. pF SStp�, REFER TD 9fFTS 1 -3 FUR ON—SnE Q �4y OANSTRUCTION. ��0 � A 8R E„ GM000 tR f Of CA���� Z N CITY PROJECT No. UF96A REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGN BY DRAWN BY CHECKED BY APPROVALS CITY ❑ F E N C I N I T A S ENGINEERING DEPARTMENT DRAWING NO . Vs I RP RRB TOP OF MONUMENT ASS LOC N CO UNTY N HORIZONTAL : t' -2o' PLANS PREPARED UNDER SUPERVISION OF RECOWENDED APPROVED 00,90N CWROL " FOR. CENTERLINE INTERSECTION OF ENCINITAS DAIS : CI YW TAS f ]RE STA TION No. 5 BLVD. do SEEMAN DR. VERTICAL : NONE 5 682 —I RECORD FROM COUNTY OF SAN DIEGO ge� By ELEV.: 315.49 DATUM: U.S.C. do G.S. RANDY R. BROWN R.C.E. 90 DATE : ' I DATE : - _ 540 BALOUR DRI VE ENGINEER OF WORK EXP. 6/30/00 ,ate Ric;& A.P.N. 259 - 311 --09 SHEET 4 OF 4 JOB No. 96 -070 J129199 REV15EE AgrF