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7762 ORiY TO BE DONE ` IMPROVEMENTS CONS/ST OF Me FOLLOWINP NORA' TO BE DONE IN ACCORDANCE WITH THESE• PL,4NS, THE CURRENT SAN D IEGO COUNTY ENG®NEERINo DEP4R71►9ENT ST4N04RD SPECIA CAT IONS", 4NO SPEC 14L PROY/JYONS FOR 11VPROYE1WENTS OF SUADIWSION STREETS AN/O STA'N174RO REFERENCE DRAWINGS` Se'kl/E/? ZATE�,4L D.4rA T.4 L6° /MPR®VEMENT,S 5 T. ®UVG. LEGEND //VV //✓V << -4SPHALT CONCRETE ,f URF4CING - -- --- LOT MA/N /JROP ELEI1. LEN67 CU.P6 ,OE/�T .t�EM�1QKS /NY TO AT ELEV. BECO ' 144 30102 O 3 5 42 3/0.89 5.5 46*83 aEAt .9REEtQ _ COUNTY OF SAN DIEGO TRACT NOS, � � 981=4 ;' � 6�� T�`PE 'G' CURE ,4N® GUTTER - /4 298.62 301. Z 30 306.5/ 47+ 23 11 ' /4,0 293.76 296.6 30 301.99 48+00 4"PC.C. 5/DEWALK - - - - --- ----- G- 7, G-lD - - --- --- - - 147 488,14 1 290.7 Z8 Z95.98 1 /1 +59 ORK BURG LN CONCRETE CROSS GU7•TER r RETURN SEGMENT -- G-/2 -- ---- - - - - - 148 28Z 81 290.4 28 295.6 /2+ /5 " 149 28727 1 290. 0 28 r9, 3/ /0 +. 72 " SEE 07_E 150 286.91 289.7 32 00 /3+ 32 CONCRETE DRIVEWAY - RESIDENTIAL - - - - 6-14, 6-15, G-/(o -- - - - - - - - 151 286.7/ 289.5 38 80 13 +6-1 " dE 24"R.G.P /52 286.23 Z89.2 8,5 4 13 183 aF " STORM DRA/N - -- - - -- -- --- D-(o0 -- -- - - - --- - 153 285.76 289. l t/O 35 /¢+07 �E 154 284.5 288.8 Z8 4 /4 + 7 by/NQ/NG cv Y S70RM DR4 1N CLE•4NOUT TYPE :F" - - -- D-9, D-// -- -- - ----- � /S5 283.28 28 Z 8 08 /5+-3.3 /56 2E2. 1/ 286.3 5 /5+92 " TYPE "B"CURB INLET- - - - - ---- D-2, D-/l, O-/2 - ----- - �`-' 157 280.87 Z84.ra / /6+55 / 279.6/ 282. 7 99 /7+ /9 " 159 273.65 279.0 86 /7 +82 " TYPE "A" CURB OUTLET - - - - - --- 0-25 - --------- - 160 268.46 275.9 /9 184- 35 161 262.09 270, / 40 /94-40 " " TYPE "8-1 " CURB - - - - - --- (j-(a, ------ - - - 162 256.90 26 ,8 /0 /9 +53 163 251. 70 259.5 80 20+06 " - -- - ---- - - 16 247.39 259. / 260.40 20+50 � y- /)\ P VEMENT CUTOFF WALL - - - - --- G - ZZ - 165 Z43.83 I 249.3 254.60 Z/ +0 " OFFS/Tc SEWER �r " /66 Z4Z.� 244.9 250:/ 2/+60 " " E.9seyrEVr �I` TYPE A A.C. DIKE - - - -- - - - 0-5 - -- - - --�--- - /67 240.22 242.8 2¢8.07 22+ 14 EX/ST. GUUYTYh/GHIyIJYEASEiY/EN- /6 237.9 241. 1 08 246-40 ZZ+80 " SIDEWALK RAMP - - -- -- G- B - - --- - --- - //09 22 ,.57 229.9 30 235./ 56+2.5 GLEN ARBOR OR. �J� f r_ /70 223.23 227.6 232.85 5G+64 " � � vy �fr^�fj O v. CP.. SEINEQL/NE - - -- - -- $-lZ --- -- - --- - ,f3" yGP /7/ 219,93 224.3 229.55 1 V4-19 FSi15N /�Jr�� 172 2/7. 0 220.7 225.95 57+79 " 885E /73 ° ��%' I r/��E�� JJ) O SEOVEQM4NH0LE - - - - - - - - $-4, S°(o --- - -- - - - �� 173 2/5.38 1 2/7.8 30 223.08 1 58+35 O SEINER Z4TER4L 174 ' 297. 8/ 241.2 28 246.53 22+ 5 WINDING WAY 172 - /75 252. ll 254.2 30 259.49 52+,V* GLEN AR$oR DR \ �v S t /76 257.51 259.6 264 89 52+30 " " " 171 �• �i /77 263.0/ Z65. / 270.39 5/ + 75 \ ` O DEAD END - - - - - - - - S-9, $-/O - --- - -- - - /78 268141 270.5 275.79 514- 91 170 /79 273.9/ 0. 276.0 30 Z81.Z9 5.5 50 +66 ~� 11) ----- ® - - - - - -- ®®8"/LCP H _ �1 SEWER STfI. Lf� \ 6 /69 /� ��` e I A.C. W61T "Al" - w`lt ^ CORY )SDO� �r f WATER SERVICE - - - - - - - 9 -- - - -- - - - �NT/HUED ON SHEET 2 C z \ !r /� ^ p -- ? �/4� /45 � l c� \ + B /66 I �S /� � /a7 UT, ERFL Y I/HLU� 192 176 /7.0 Lz \ /65 I1 177 178 /B2 iI 1 + F/.PE HYIJ,PANT 4J'SEMBLY - - - - - - - l4 - - - -- - - i EH y � + BLOW-OFF 4SSEMBLY - - - - - - - - 5 /90 14" 197 ll M4NU4L 41,? RELE4SE 4SSEMBLY - -- - - 3 --C) M.A.R. /63 162 /NG .°- w,9 y T /Si tip + AC. x A.0 x FL4N6E Tff N/FL4N6f x A C. l//qZ I/E - - 60 169 /� /�, /55 /S¢ /53 152 + ALL A.0 CROSS TYPICAL \7. STREET L16HT- I / / /� a5 J�rlf.�is 1� �� + ALL A.C. TEE - - - - - - - - - - - - - - - - - - LOCQTION '� /�/Jr"�lr/ rJJ/J/r�Y ✓�%J%' /JJ / l ¢`/ � � � STREET SURVEY MONUMENT M-/O - O J`iJr� '-1 A/a 3- '195 ! JY /I/J !ter /�YDE�f 1W,41-7 LEGE/YO .�� � TYPICAL 30 /4' S'TPEfT L/GS�TS _ _ _ _ _ }X STREET NAME S/GN D5-/3 FIRE HYDRANT /O z0' 12 ' z F/L�EhJ�OP4ilT6_ _ _ - _ .o. STREET LIGHT 7000 ZIIIVZN - E -/, E-Z �20yOLT5 o-- LOCAT/ON 5' 1 MAiY7/OLfS_ _ _ _ _ __--o-- ( - - ELEV SHOWN ON PROFILE 2' 1WEX �� W ♦ BARRICADE M-9 I .�T.PEET.S/G/Y.S'- - - - -- 2% 2 y. �'=/ SL'.9L E .. //r_ �O SEIVEeL//YES - - - - - - - - - -D-�\- Z: D/RECT/ON OF FLOG-/- - - - - , - + REDUCER e - Bob .WATERLINES _ _ _ _ _ _ TYPE �B-/ CURB BLOCK NUMBERS_ _ _ _ _ (1500-►) + GAP ASSEMBLY - - - 4"PC.C. S/DEWALK „ a�ET&yes - - - - - /65 2,9.C. STAG+/0 TO SO*00 S1TE LOCAT/ON - �� _ 9UBOV1/i9rovYd�UNO.O,PV_ _ _ _---- 6 TYPE "6 CURB E- GUTTE STi9. .S`f+00 TQ SB-e.5-7..S * INDICATES SAN DIEGO AREA REG/ONAL STANDARD DRAWINGS G�ESC/ 1IR80R OR 111E 22 ,4.C. _1'7,_P .S-0tOQ TO.54 00 C«N qR O INDICATES LEUCAD/A COUNTY WATER DISTRICT STANDARD DRAW/N65 5 Or a + INDICATES OL/VENHA/N MUNICIPAL WATER DISTRICT STANDARD DRAW INGS UO SCALE NAT�UF�ti��TE,�/yL- <O/l�°•9lT TD 957, �� AND OR SPEC/F/CAT/ - A � ENCINITAS 0 R1vE -�-- �:��,- �-- ---r--� MouNTAIN V15r ECTF/<"4L calwU/T - -E- 2 :. ENCi ELECT-?/CAL �C/LL l3DX a Ps i� / / "� " 7' 3' '�? /TAS fLFCT/�/<.9L Tf�r4i1/SF®��E� 1/AULT � " A5 5 3`CJ/L' / / 66 TYPICAL . c` (SOU/PCF) sP � � 3-l9-su STREET LIGHT �1 -I �G LEO B.4RBOUR O>9TE LoGA TioN c-D5 Q o OWL/E 141,ESTANA BU/LDE`RS/DEI/ELOPERS_ " f�CElOZB4 Za' z8 ' I c� T k 4241 &VrZe9/I/D V..FIL/f, .5'UITE 2/S IO` /E' l0 TYPICAL o GRADING PERMIT N0. L ' X398 < z S/3 / O/EGO. C,4LfF .9Z/l7 5 5 5 FIRE HYDRANT v 2 ELEV. SHOWN ON PROF/LE LOCATION �� y Q Q kl � THE BARBOUR ENGINEERING COMPANY,_INC. i a �ti1 v �SSEa50�S EL C! 257-DSO- 40 • 2/ , � . _ m � 3580 ADAMS AVENUE, SUITE C Z:1 SAN DIEGO, CALIFORNIA 283-7980 A 92116 _ I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVE - ` �' ®� ` 4"PC.C. 5 10EWALK 4"PC.C. S/DEWALK RANCHO SANTA FE MENTS SHOWN ON THESE PLANS WITHIN EXISTING COUNTY GN/K B ✓AP RLS /4977 vP . 4,40 ° RIGHT - OF - WAY WITHIN GO DAYS AFTER ISSUANCE OF THE 6" TYPE "C7 CURB G" TYPE "G"CURB E- GUTTER CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIV- PRIVATE CONTRACT E GUTTER - -. --� _ �2 ELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, SHEET IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOC- COUNTY OF SAN DIEGO CONTROL IA TED WITH TH15 DEVELOPMENT OR UNDER MY CONT . L�� DEPARTMENT OF PUBLIC WORKS SHEETS A9 47 WCINI TY MAP iW71_4l/f /.-1A7Z�f11,L- <D/1�i�i9e7 TD 957 /� PLANS FOR THE IMPROVEMENTS OF B -�,��� y ��� �,�` � No SCALE OWNER : COUNTY OF SAN DIEGO s.i TYPICAL TrC EET SECT/ON � e G/=��g DATE: /D-ZI-B/ TRACT NO. 3598-4 (5EE'OPFS/TE' /MPPOYEiL/ENT REQU%iPEMET PE�PG�EiP.¢L N07-c- 25. SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES /i BENCH MARK SAN DIEGO COUNTY LEUCADIA COUNTY W T R DISTRICT OLIVENHAIN MUNICIPAL' WATER DISTRICT N®• Description Approved by Date ecomne edfotAppraval jApprov_ a y Description: 1Y2 /f�ON f/iy //9< C.O/`/l ST £L / 3��iT FLOOD CONTROL DISTRICT WATER WORKS APPROVAL �\ D6L6TC *'A( tra"�n srar<° r oc -®®72 � ' �/ FOR R.J. MASSMAN p FO O_C(? M9.r1 900 $C'W 6.L I / L�.•e• /�//s/p� Sulydivisien Engineer DIRECTOR OF PUBLIC WORKS ':/� J ``/Y/ Anp s"'�"eT B peL�g 6'+s&T 7 Lgcation, ACfID.9S fRDA9 PP///9 59,E O.(/ff!/ / HD 9R.UTA APPROVED BY APPR ED BY B LE ENGINEERING _ ii '1' �sP D Zz°� FE 119,79 D.5.U//. UDfYTH OF fL/C/l//TABZ/LEl/fIFiO Engineer ar work Checked by - NN..Q0Etq men SECRETARY ° MANAGER EE S R THE DISTRIC B AJ $UIGT Record From:GO �.�1� O/J� ax- J/-. T°µ BY : _ � > - r /V77 Elev: /09779 Datum: i S.C. GS. Approval date x DATE 0-30- g/ O DATE zL o/z7 /ei C.E. 15325 411D. NO. SD-001-233-04 e.c.E.1�84 /2- 1?-B1 FILE NO. GENERAL NOTES SPECIAL NOTES SEWER NOTES WATER NOTES 1. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASURE- I. ALL WORK SHALL BE /N ACCORDANCE WITH THE LEUCAD/A COUNTY WATER DISTRICT (L.C.W.D.) STANDARD SPECIFICATIONS. 1. WATER WORKS SHALL BE CONSTRUCTED /N ACCORDANCE WITH THE STANDARDS OF THE OLIVENHA/N MUNICIPAL WATER DISTRICT. MENTS PRIOR TO CONSTRUCTION OF NEW WORK. _ 2. SEWER MAINS AND LATERALS SHALL BE TESTED USING AIR TEST METHOD AFTER CONSTRUCTION OF ALL OTHER UTILITIES Z WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE. TOP OF PIPE PROFILE IS 4'(48 0) BELOW d 2. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. CENTERL INE FINISHED GRADE OF STREET. AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EX/STING FACILITIES. 3. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO CONSTRUCTION. 3. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS ON THE WATER MAIN PROFILE. 3. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACI 4• COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 90% MIN. 4. UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE 6VE7 THE TIME AND DURATION OF SHUTDOWNS LITIES AND COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. TELEPHONE 232-4252 EXT. 7569 5. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR BEFORE BACK FILLING OVER ANY SEWER WYES. OF EXISTING MAINS SHALL BE SUBJECT TO,.APPROVAL BY THE DISTRICT. 5 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY 6. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W D. ENGINEER. 5. A.C. BYA.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION OF THE OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, STREET RIGHT-OF-WAY LINE WHENEVER POSSIBLE. 7 APPROVAL OF THESE PLANS BY THE L.C.W.D, DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION 5. CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL OF OR THE EXISTENCE OR NON EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS 6. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT. COORDINATE HIS WORK WITH THE COMPANY REPRESENTATIVES. TELEPHONE 298-0595 PROJECT. 7 CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH 6. CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER DISTRICT PRIOR TO STARTING WORK NEAR DISTRICT FACI- 8. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OLIVENHA/N MUNICIPAL WATER DISTRICT. LITIES AND SHALL COORDINATE HIS WORK WITH THE DISTRICT REPRESENTATIVES. TELEPHONE 753.6466 COPY OF PERMIT SHALL BE SUBMITTED TO THE DISTRICT PR/OR TO START OF WORK. 9. ALL PIPES SHALL HAVE A 4 /NCH MINIMUM CRUSHED ROCK BEDDING SHOWN ON L.C. D.W STD. DWG. S°12. 7 CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECT- ION CAN BE PROVIDED. TELEPHONE 753-0/55 10. INSPECTOR SHALL BE FURNISHED 3 SETS OF CUT SHEETS. 8. AS BUILT WATER LATERAL LOCATIONS SHALL BE SHOWN AND COMPLETED ON THESE ORIGINAL PLANS PRIOR TO NOTICE OF ll. ALL LOTS SHALL BE SERVED BY A 4 INCH V C.P LATERAL SET AT A MIN/MUM GRADE OF 2.0% WITH A MIN. DROP OF 0.3 FEET 8. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOBSlTE AT ALL TIMES. COMPLETION. AND AN INVERT DEPTH OF 6 FEET BELOW THE TOP OF CURB AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY 9. /N67,4LL A MIN/MUM 1-/NCH &,476e SERB/CE TO EACH LOT. /LIFTER TO 13E LO64TED S-FEET FROM A 91)DE L.C. W.D. LOT L/NE. A 3/4-/NCH 1116# LETTE,P- W 9114L 13E CH/SEC 60 IN TOP OF EX/STING CU.P/3 OR /MPR/N7-e IN NEW CU,f? 4T 4ZL WiITER 5'ERl//CE CROSS/NGS. � 9. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY ENGINEER ROAD DEPT. FOR EXCAVATION WITHIN COUNTY RIGHTS- OF WAY IZ. STANDARD SPECIFICATIONS FOR L.C.W.D. SEWER CONSTRUCTION ARE AVA/LABIE AT DISTRICT OFFICE. /0, ,REV19ZV 6T4ND4R/3 9PEC 11'r/C.4T 1,QN FOR 97RIZIZ47ION, SECT/ON C-/ TO RFq/> 45 FOLLOWS': l3. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR A CHLOR/NE CONCENT,PgT/ON OFAPP�PDX/M�ITELY 50 PPM OR THAT !Ilel-I Y/LL Revy/OE 'e 10. ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS FOR LOCATION OF CABLES AND M/N/MUM ,PES/QULE OF ?5 PPM /N.4LL P.4.PTS OFTNEL/NE AFTE.P 24 NDU.PS" f/AI�EELAPSfO. " APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TELEP'140AJE: 298-0595 14. JOB MIXING OF THE CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE L.C.W.D. 11 ALL ELECTRIC AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATIONS OF ELECT- I5. • THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, CONTINUED FROM SHEET / RIC CABLES, GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELE:•232-4252 BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING .SEW4COf LATERAL DATA TABLE EXT. 7,56°9 THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR /�'V /N l! 12. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITYAGENCIES, ADVISE THEM OF THE PROPOSED IMPROVE- GOT MA/N DROP ELF!/ LENGTH CvRB DEPT// REMARKS MEN TS AND BEAR THE COST OF RELOCATION IFk14CEDED ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM E vk.l MANN ,A7 ELEV W THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A /80 279.3/ 0.3 28/.4 30 286.69 5.5 50+ 1Z GLEN ARBOR af. l3. NEITHER Tfl'£ 'OWNE NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE REGISTERED CIVIL ENGINEER OR STRUCTURAL ENGINEER AT THE CONTRACTORS EXPENSE. / 286.26 Z_ 1 30 294.3 49+25 SOLELY RESPONSIBLE THEREOF. 182 287.92 290..5 28 2115.76 11 1`96 Oqk, l30RL LA! /5. NO ORlUE1N9Y/JE/�RESS�NS QLLD/GVE/JSGV/TROUT /JR/VEdI/AI�APRON CONSTRSUC��NOFCU!'/3S Ol1TTERS OR SUPFAC/NO OF THE' 16. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 4B /NCH MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED 183 7. 25 290.0 295.29 IZ +- 75 STREETS / 4 286.83 289.6 294.87 L3 +4 CLEAR Of DRIVEWAYS. 185 283.47 288.0 Z93. /5+23 W/NO/N WAY /8 282.3/ 286.5 29/.8/ /5+ 8 1Ta ALL L/0f/T/�(/O /JEV/CES, OR CONF,//N.4T/ONI' THE/�EOF, O�VACOMMONF/XTUPf THATAfF 0l3EPLACE/� IN Th'EP6113Z1C,FIeI17OF- ' 17. BACKFILL NOTE: WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTSSHALL BE SUBMITTED TO THE DISTRICT INSPECTOR /87 2g/• n 284. 9 290.2 /6 + 43 WAY ARE SUBJECT TO THE FOLLOW1N&'0A1D1T10NX / 279.93 283.3 z8 .57 17 - 03 1/) CaTOFFCUM/NA/PES SH,9LL F3E /NJ,r4ZZZI GVH/CH GV/LL RfVIIIDf TRUE NIN17VD, DPEE 190°I C�✓TOFF4'P FP6NT BYA QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED PER DISTRICT SPECIFICATIONS. 189 275.03 280. 4 2B 67 /7 + 68 PROJECTION DFL/6HTtJTJ!/ETHEHOiP/ZONT4L FiPLdY/THELOIVEST PD/NTOFTHE LAMPOPL/6HTEM/TT/NGRfFCTOROPOEU/CE. /90 263.07 27/. / 276.38 L *90 (2) ALL FIXTURES SHALL USE A CLEIJP N/GH PRESSUPF SO/J/UM 14PLI).P L/6HT JOUPCf. 18. P. VC. SEWER P/PE 4117/.11)" BE USED AS AN AL TERNf1TE ro �C.P SEHIE�P PIPE !1/ffE,PE TyE DEPry 19/ 248.g6 Z56.6 26/.90 20 +35 3) NO MERCURY MPOlZ, I?UARTZ, NY14L 114ZIDE OR PHOSPHO,P 04 P`19 H/6H PPESSUPf 500/UM CAMPS S/1ALL !3E OF CODER G47ES NOT EXCEED /5.00 FEET. 19Z 242.40 0. 3 Z45.5 go 250.83 2/ f 0 NSTALLE/J. l7. THE CONSTRUCTION OF ONE PC.G. STANDARD RESIDENTIAL DRIVEWAY PER LOT, LOCATION TO BE DETERMINED 19. CONTRACTOR SHALL NOT/FY L.C, W. D. 48 HOURS /N AD!/ANCE OF BE6INN/NG N/ORK SO THAT INSPECT/ON CAN BE PRO L/DEO, IN THE FIELD BY ENGINEER OF WORK. PG.G. SURFACING OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY .�-•• _�- _ - �~-"--°"� ` -`` --� ��" - ----�.�,/•---- LINE. USE STANDARD DRAWINGS 6-14, 6-15 AND 6-16. I l8. ALL TELEVISION SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT NORTH COUNTY CABLE TV. 2/. SEE SHEET / AND 2 FOR SEWER L 9TERAL TABLE. P0. BOX 727 SOLANA BEACH, CALIFORNIA 92075 PHONE : 714 - 755- 9361 19 POWER SOURCES ANO RUNS SERI//N6 STREET Z16HFS SHALL BE SHOGf/N ON THE XS-BU/LT' IMPROVEMENT 01?AW/N65, A SOUCE'S SHL BE LCATD V/7-f// THE A .P/6fT ENTE E CU N EGO ` U/L T OF WAY, OR W/7-H/N EASEY/ 5 TH S 20. STORM ORA/N P/PE SHALL BE R.C.P. (/.350-0) OR A.C.P 62000-,0) AT Tf1E OPT/O/1/ OF TX'E CDN7,fAC76W. I BENDS USING A.C.P. SHALL BE ACCOMPL/SHED BY 11,51NG Fi9CTORY /YMNUFACTUREO BE//Ell-ED I-TOP OF CURB ELEV PIPE OF ,5 a OR /O° t GRADING PERMIT N0. L- 8398 2/. ALL ROCK SLOPE PROTECT/ON SHALL CONFORM TO STATE SPEC/F1C'AT/ONS, SECT/ON 72, OF FINISHED STREET SURFACE E HARBOUR ENGINEERING COMPANY, INC. ✓ANUARY 1975. 3580 ADAMS AVENUE, SUITE C ....SAN DIEGO, CALIFORNIA 92116 22. GRADES OF /o-/� 99 - 2/2 ° A.C. O!/ER COUNTY APPRO!/ED BASE INVERT DEPTH@ CURB LATERAL INVERT __=_ __ i_zlg� 2s3z9eo " " / - /39 - 3 " r4 .r uresR: owwr aco: oAn" /4-/5.999' - 3y2 � " " a INVERT ELEV PR/W GWK 8HS R[S 14 97. UP 304. 40 /6-/7. 9990 - 4 ° .. 4, .. .. .. 0.3'MIN./6 -ZO, 009a - 4%2 '� • 4"V C.P. @ 2.0% M/N. PRIVATE CONTRACT Z3, APPROVAL OF TyESE PLANS DOES NOT CONSTiTaTE APPRDV,9L OF ANY CONSTRUCT/O�V INV. ELEV @ SEWER MAIN IHEET COUNTY OF SAN DIEGO 8 OUTS/DE Ti4E 60UNDAR/ES OF THE SU,B01V1.516W LENGTH DEPARTMENT OF PUBLIC WORKS SHEETS 190' PLANS FOR THE IMPROVEMENTS OF 24 9VD AS APPROVED DY/0T/4C-7 M,4rER14LS LABORATORY. �/TF/ S4.(/ D/EGO CODUry srgvoAROS TYPICAL SEWER LATERAL PROFILE COUNTY OF SAN DIEGO > _ NO SCALE TRACT NO, 3598-4 25. --°/F THE /MPROV6WENT9 Ta G.4R/DEN7-JALEROAD ANA W,4NO6Rell/G eC)4D PRUPCUSED FUR CaUN7-Y 26 GLEN ARBOR WIVE A5 5HOWN ON TM. 3598-1 COUNTY APPROVED CHANGES � BENCH MARK _T/24CT 3Co25 9.2E NUT CUNST.PC/C7eA9 AN 4DA01r1C)tWZ_ A1///>EN//VG C8't) GF THE EX16 T11V6 PAVE- /17(/57- BE ACCEPTED INTO THE COUNTY MAINTAINED No. Description Approved by Date //Z"1RONP/N 1N CONC. STEEL 10,57-0.0. -0072 •a°"" F°' ^PPfeVOI ApweVed Description: MENT TU PiPUV%/DE 3<o FEET OFA. C. Pq✓/NG (GU�/3 F,gCE TU E/OGE C.2< pAV/NG) �l/E�P,�JPPiPUI�EIO SYSTEM PRIOR TO THE FINAL � oe�erE sewac,E voMpsrq�oN TA v',' - pKO Fo2G�M4/N seo se4lE7lL /a/p�$J Sobd;.,l:loner R.J.MASSMAN WORKS ;• FsASE SHgLL .SE, CUr1/$T.PUCTE/D /NACCU,POANCE !1//7-H COUNTYT�P9CT 31025 /MP.POVTEMENT6 ACCEPTANCE OF THESE 1M.PROV51KENT5 A A5 QuIGT Location: 4CR05S6f01WP,P. ///9552P ONR19NCyO S•9NTA 46 TULLOGVS : 6AR/DEN/04LE R0,410 57-,9. U 1`105-` TU ST'. q1`/7=F 4 3I27�$ FEROAD O.S M/. NORTH OFENC/y/TAS BOULE!/f,'RD Engineer o4 work checked by I�YY�INTJE�P/�t/G RdAO STA. /U B5 - 7v STA. /81102- Record From: Co. OF -54N D/EGO ,p J, . T.M. k"9C au, f f F Elev 129.773 USG• �G.S. Approval date Datum: 3598-� FILE NO. 11P 304. 40 'PERFECT"PROFILE PLATE A RODNEY STOKES CO. - - • y « : _ ♦ C T _ L _ 1 . T , r r T - r -_ _-r T-. - -._. —__ - - T -- - -_i _ __ - - -r _ -- - -- _ - - - - - - - - - -- - -- - - - - - - - ,C B r + E - - = - - -- - f + C. -� r T . _. -M �_ --- ' ---- � .ice _ _�_. -� � ✓�/ �' 8 - - � -_ , -.. -- - ---- -- -- - - _._ — -- -- -- _ --: - T • T _ Arj , - - -- -- - - T - -- - t T , 7 - - --�---� --- - - -- -- s -LE E71 T r - -_ - - — __ _ { ._. .. -_ _� - - --- - -_ _ -- --- - - �- - --- - - -. -- - - - - -- - - -- _ _ - _ _ ,_ — - - - - -_ — - — - - - -- - — t - s - - - — 3 � .?`L_- -50 49 48 47 4l0 PROF/L E GLEN ARBOR DR/'I�'E 4 SCAL E : HOR/Z, / = 40'; 1/ERT, / "-8' "/ s N Q / �`` J�/ O f? f r� �� �' L�� AQB02 (72/V g ND I �v� 0 - jV l z1.3 ,/,4.48 ieL GAVE X�� �k /m ° � 30 ' 3 481, glJ al9 yJ� * �� N / Oc u8 BDRY 10 5 5 �• 5 n N p1 I I ZZ o s h ,Q ', ,i ti l NOTE 5 \ �I N; �0 0' /� M ��� ALL /MPR01/EME_NTS MARKED �� /�{{p $ W(� th 11 <: �1 c� SEX/ST/NG" ON TH/S SHEET � hN 61� W CF / 1 " S S` 128 �o / // / t K. +� t7 `� ARE /°ROPOSEU UNDER TM x`98-/ Ldp ro /8 28 �.Q / � �y `� / // � SHEET 4. S h S S �� A � �� �R� �� " �q' �/9ND�Q/A, THE BARBOUR ENGINEERING COMPANY, INC. 179 0,0,< Q d/�N�E ,T 'VG 3580 ADAMS AVENUE, SUITE C fj F Q� �1 SAN DIEGO, CALIFORNIA 92116 /�7 �78 �° `� O�o (714) 283-7980 - O © 0 II ENGR: DWN: CKD: DATE: ,ULY GB d"P/LP8 1/L.P B 4.GP OWK BNS RL5 /¢ sir. [/P 304.40 O 0 d=35°00.00 d =Zl 40%3 d= 6°4/'05L" d=23°/824 ' ✓f1P /y�7 ULYLB d � =G/2 �2=GOO' ,2=(000' � R=5°J000 PRIVATE CONTRACT A=53°0000 d=53 00 00 L=37.3. 85• L= Z06.93' L.= 70.00 L=240.00• SHEET COUNTY OF SAN DIEGO i2<288• R= 300 [DEPARTMENT OF PUBLIC WORKS SHeeTS Z_ 066-41 ' �=z7zsi' PLAN ® OO Q � .3 GLEN ARBOR OR/I/E 8 s ��� a =-// a/�- d=.5 043,54 d=/9 /5 /6 4 6 3a•43• PLANS FOR THE IMPROVEMENTS OF o ® SCALE: /'- ¢o ' Zo4580Z' R=500 , =/5°�840�2' L< G9..-'9 GLEN ARBOR DRIVE — »T ��11 - d=530000 d=530000" COUNTY OF SAN DIEGO TRACT NO. 3598-4 R.- 320• Rr,310 COUNTY APPROVED CHANGES _20G•� L=2296 7fo BENCH MARK Recomme for Approva Approved ja31 -;�r No. Description Approved By Date Description:. �2 ��'O�C/P/�(//.C/CO,UC STEEL /�OSrOC -0072 //�'/ ' ..� - S DELETED.54FW#4E F62CE-M.p.�N Subdivision Engineer FOREC.J. OFSPANIC WORKS fMove wµ7�i,#r $CW625W CPOSSFROM PP///9552P O.[/R.9(/ChHO SAC/T e ti�ICRO�BI M�eo arccadr R�7ovs6N tors .�W , . Ply?/ Location: !7 /?G FE1POAD 0.5 M/ .1/ORTH OF6UC/A!/TR5 B 'E!/A�PD Engineer of work �J Checked by T.M. Em ' -`-` - - - /t•5 Z3U/LT 3/tom/ Record From: CQ 6F.a9,(1 Approval Elev: 129.773 Datum: U$C. ga+s R.C.E. 10284 19-/7 91 3598-4 FILE N0. f ' gym • I "PERFECT"PAMLe PLATE A RODNEY STOKES CO. - - '- - _ y __ fp - - --_ --. - _- =rd - p q { . . T-_ - ,T-�T T - -r r_ [ - _ - - - - T _ - - - - - -- r -- - - - �— - - - L = N - ; - - rT r — — — — # -_ L - _ . - - - - - rt - r - - - _ - -- T — 1 - - - - - --- - - - - _ — --� f_ ._ T - _ ---- - - -_ - - i 4 � _ - - 0.1 - I-- — :... r - S - --- -- - -- - - -- , - --f_ +- - --- -_ - - - - --: t- __ - -- - - -- i_ - - - - i -1 - - - — _+ - = k- _ f _ . L - - - _ r- t - - - -- + -+ - - -, --- 1 _ - - - - - - - - . - - --- - - - - -- -1 — - or 59 57 _ 53 OJT�C y Fty,F �1��` PROF/L E & o > GLEN ARBOR DRI V46 n , A ��/�� SCALE : HOOP/Z, / = 40 ; INERT. 8 =8 a/ '5 I J��JJ f /NJ 0, Q. rr r'r "� /�/Jfl7r1 JJ� �J �� r 1 n ' \ EX/6T. EASEMENTfOR COUNTY 1 r // `> /\fJ� 1 /f H/GNW9Y PER DUG.NQ 8/ 3GG 975 0 �!`��`� /l �J✓/ ' J�` �� �y� N `U D,47, /r /g a/ `>) � �•h��h� ix D�2 s °� � _�°per ' ,rp• ��� �s I� . h,�'h B�U� °1���° � �'� PER OOCFSNO. GU77E-5.Z 5_1 E�ENT SyG�B `� e �+�,�': �'l� �`\ I✓I5j01� 9 �5�' -'''r' :;....' " \\\ o.�rE /z-z/- 77 ff��� � '-�,.� "�•�� .�'���. � h� l[ CENTER 2lo',eA/7/US TEMPU,eA,eV CUL •/0E•SAG \` 58-•97. 50 GLEN ARl3U,2 IV 'A J 5 V 235°3457" R-96' G= /06. 90' Q P %pA s y4b 5 ' S' 6N\ �d=55°34'57" .e=20' L= /9 4a' 0 � ��•,Q� / � 5' �\` \ � l3 /V eo 009 126 1W � 2.05 ' N WAY s X68 (�l E sN �} x � ex A/LY Lg VG,P 404 78 Q=X10-'04/g" PRIV4TE CONTRACT R=288 i2=300 L=20/.42' L=209. ' SHEET COUNTY OF SAN DIEGO PLAN 4 DEPARTMENT OF PUBLIC WORKS SHeeTs " 4OcP 5LY B. GLE/ Y ARBOR OR��E 19ION 8 PLANS FOR THE IMPROVEMENTS OF A=40 ¢ 55 184 =3/O R=S20 GLEN ARBOR DR IVE L=Z23B0 COUNTY OF SAN DIEGO TRACT N0. 358-4 COUNTY APPROVED CHANGES BENCH MARK --------- -°----° - - No. Description Approved By Date , ,U /U CD•!JC STEEL POSTQC -OD72 Recomm for Approval Approved Ar Description: (��(// THE BARBOUR ENGINEERING COMPANY. INC. oecro sewa�� YpMP ar9rraAi _FOR R. J. MASSMAN p ANO Pd ode Ma rx Aaoeo 5ewec Subdivision Engineer DIRECTOR OF PUBLIC WORKS sr.i tr.Nr mow�p serwserN ,��tl >/ea�a� Location: CRO.SSFROM 3580 ADAMS AVENUE, SUITE C Lerr ! 5' /76 t' SAN DIEGO, CALIFORNIA 92116 Z • B FE RO 40 05/✓/1. ,t/ORTH OFE,UC'/, 1792 eall-6//,9r?D Engineer of work nn _ � � _ Checked by T.M. [7la) z83-7sao AS Bu/[7 /2 D CO Ole SAd/ D/EGO �J1 d' PY/(. ✓r L , ENC+R: DWNr CKD: DATE: Record From: Elev: /29. 773 Datum: llsC. S' Approval date 3Jr98- G'!r/K ✓HP Rls / /977 5EP T (/P 304 40 R.c.E. 10284 e FILE NO. 0 °PERFECT"PROFILE ` PLATE A RODNEY STOKES CO. : T _ - - - —. qla- r - , 1 T r T CV y - I i -- - - _— --t - � - _ r - � - ' r - - -_ - - _-. —_ t T — — — - — rT- y — T - - _— r - - - - -- - - -- r - - - - - _ - - - _ L - - - PA -1 _- - __. T-. -.. �_.. __.-..-�_. + - ...�_. . s - _ Y - I -- -� ---- -- - - - - - —_ �- -� — - T � - - _ - T { /0 /l RpOle, ORl vE o�,�o'�G L 8 EEr 3 /49 /48 x �11 JJVJ✓' jkjoj n !4 3� /.S� ti33k� Q q S S v S *� g Jr j1Jc `3 °i`\ (q.6 s �, I I N I-- ,� w -% N a /52 r'V �3.>>� _3 I 0. L0 5 tiX m V)23 i2ET GU)2B )2E .T GU�2B .2ET d= °J5°OD"24 d=2lo°35 OD' d= 78°/5:35 �• (D 2=30' R=30 L<4°J75' L=/3.92' L=40.13 Q Y1 X- G E'LYaG�- _ �8_:4.G�P ��8�,>• "� y �O / 0 ,��•- ., t! I �+ �� -' �""'/� ,�°,.� � � S,Q =24 /542' d=24/542 3 4 .. /5 ® ,e=zia' Qs 'e=zio " L=92.3/ ' L°88.0z' L = 75. X A CULY LB �EL?G� =78 /55 IO =Z4°/512' d= /3/Z5 3S _ — 0 Q=/8z' ® e=�o 9 ,e=48' h � �� N -.H, m, -- L=77.07 ' L=/37.63� L=65.5G` \°t '6 $ S `i a /4f42_._°�4_ 4v A. 1000 OAK BU.2L L4�1E= Io /O j = n 48 64,48 6LEk/ 4r2Bol2 DR. �• y �— /83 a to N58°30'07"E 50 49. 96 ' SEE Sl—lEE !2 !3 � 8"f/•C.P. 8"A.CP. d : Z 046"?-3" ,g,5° C.L BFWVD 30°C.I• .BE/VD R= ZOO' p�yiy PRIVATE CONTRACT L = 9. 69' OAK BURL LANE SHEET COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS SHEETS 6.50 lENGT/!S SCALE 40 PLANS FOR THE IMPROVEMENTS OF ;yr U X83 OAK BURL LANE I L'.R'MSIOtV - a, COUNTY OF SAN DIEGO TRACT N0. 3 MAR -71984 COUNTY APPROVED CHANGES y - No. Description A ro B Date BENCH MARK Recomme d for Approv Approved / P Pp Y - v. Description: �Z"��0:!/P/.0 /.0 COLIC STEEL �bS%OC -DO 2 THE BARBOUR ENGINEERING COMPANY. INC. �i A S :SG/1L T 3 Z FoR R.d MASS / Subdivision Engineer .DIRECTOR OF.PUBLIC WORKS 19 _ 3580 ADAMS AVENUE SUITE'C - - Location: CR05S FF'OM P'P 1119552,o D.U.RfLU HO 11 FE/?0,g0 0.5/Yf/ 11OR17H 0FEid6X111r1q3 Engineer of work Checked b�y/ _ 3 yr�.✓/ ' T.M. SAN D P f714) 283-z9ao R ecor d From: dcpt ( w Approval date 3J 08 -W- ww- i"M U.go. gas. � R.C.E. IO284 Elev: /ZJ.7Z Datum:DWN: CKD: DATE: -4 r :• : P 304. 40 R45 FILE N0. 00 304. 40 Sim 555 =_x���s�-��� 55= �---•�.—__���-�°�`xa���ww-x-��t�_____w-__w-_ _IE i_—____—__w--ire° i 5555 ___® sue-- x� ___— ___ N__ ________t.•111 ��_ x� ___ 55� _ �___ _N_ 555 �C _ ____ � _ ________________ — —�s ___ _i_ ______.�.__—__w- —_ T.�Vim____—_____N__s__ s—__ s =_-555 555ii�=�_____s___s_________ __—__ r= —555 555_ i ___— ______ ___ _s==___�555555� s _ i__ MM xx sN _i x� xx� s s_ 555 -•V_s_ s—xi�-- - —�s555iI. N , .•' , —_ — ___s_..o�S __ M=x __3ss _—_--��—___ er s'ME "=r�_ C= �1 _ eeeeeee- = 55� xms _ i.. v__w ____ __'Ili:;z.___ _ u, ♦� ° xa _— 1f• _ — s __i_�1>__,��— f wj xa—xa�x-"j:s__i_—_ -♦ 1 /:w s _ r __= 555 ME m a _� ME O � ' .'Gsxxxxxx;�xx;�xx;O•� �� Il '���• ���e� � C � _ �i� wi=R'i xa �w.��.-�__se _w w_________��.-�°w _-•w --+ss�,_-s.�j��� !� a �� ° .xvwi5=5� s •__ ��—=-----w.•1�� i. ���e�ll1������— C- ME== E• -mss-. ___ _.C_ __ _ — _ — s � x•� _- xxa- — —_--• — s=—==--=---55s s?3s�• a���- � — r�r�_�� �- — — -- F s _ ` _ •• ` e=�ii�i�GZ�i� ' __—_w�ii • _e __tea _ S r - \, r ea sw .J r ��si iir rl' _� ee —it\I _wwr _e{r ss ss--:1_1�1�r5�\d=,el.�_x�_x�5�.a 1•l:\�i:xa w�_�,—_ aTr°� xe_ ? _ � � IiG� —555 � i °� �T_s�_�ixa_�;t=�_ mow-_ __w� �_�•_ �i� • xie�_��. w: 4• . __x�i ` • ii _ _ 1 M%RWMAw t- sr r.\...w-w. 1' •' ^�we�i 'i, ifI' _ -�s�_ 6.s=.r�� 5=- i� � 1' G\ "lw si i__�i�G ��w=� x_ai�-� ir��ina•-. _ 5=. d. lk EMBIN rltiw l•:� — a i�' G• MEMO _ -.!1 -• milli mill mi HIM -Ro, 5=x�•_ _w--�i�LL��. -_i i sxai i`� _i all ssa�rinnsslea�■��:�ne ►� "85� _-5s_�_===_: �s _ mmmmm- i � IN Mw r 1, _ H �°- ___mow_ ..mmmmm al a5- _ . w — __�_ - 1 �® 1e�`r` sss�.�slllJ ' _ sr'� 55r 53 S ME ME w-__ JI °s_=� - � sxa--�eC=•xaw.—ifw - sssW i\is1� ��f �u � !, 5=in MI — — —: ....'` _ , _•s�L IN mill Hsu•- .�a — aim � ' � _= �r�M= xm _—__-- �mm o► ._ s M_ / ' sx�x:. x� _ 0 ! xa�ww w � 555 w� - x���i x� -.� a li � ,• 5=Mte a;=-= .� � ■ a ® ® e . ,- ° - -. � � ,� fix= �-555—'�-•---- ��" may; � — — - �i�i - - V / ..vim w w_ —� '�i���►' H'��'� �p�-y���.�..� . C�� NU_-v pyrn E •T �= � _ � � _ __ ��_— – _ _ - POW MEER �� � -��fill/ w���.���,/� � � � = 5= •r s. i i = _� _— —�� — — — � 1. , � mro '.� 55� — 5= �-5=—s s--- r—�e s•����-��'x� •�•� L —i�� • Moo w 1 • i ® © \ is � , � � • • � • • ' � • . . - � rte:. . . . • �/ • I¢' fUTUPE ELECTR/C METER CHr9/N L/NK FENCE R6ie SAN O/EGO REG/ONAL df/ET WELL RR/W 0' M1v'rROL. PANEL STAA10,fR0 DRAW/N6 47-6 6IM& 6A TENS/ON WET WELL AR/Y/ f/NO BARBEIJ GU/APE; USE TENS/O/V S=0 K//RE /N L/EU OF TOP RA/L EASE/Y/ENT BOUNOHRY A / n 6.0' ///G// CHA/N LINK FENCE GE/V ER�7 L n ES P,90iYlOUNT TRANSFO�t'/Y/ER : . E40 F 'CAl//TY• 'R - OAP.. . . STLIT/ON - //ER/FY ,Coc'AT/oN FRA/NE 0 Ask !T//TH POU/ER CD. �' S,'S, n BY. /Yl G,: . . 8° ¢,p 8,, it O -- -- u, -+ - ` UE P/T (SEE PLAN e� \ SGEE!/E ALL OPEN/NGS ac ;4"lleNT,. . . �� pp ANO PACK 6U/TH/Y/AST/C 1 . PACKAGE PUMP ION TO BE HYDR-D-MATIC HYDR-O-RAIL MODEL 0 Q WITH SUB LE PUMPS MOTORS AND CONTROLS EACH PUMP H.B, I / /2' ODULE SW/NG 6119r6-(10-5) e 'r) !/f!L//E P/T (TYP/CAL, CAPAB DELIVERING 50 GPM AGAINST A HEAD OF 112 FEET. 0/V /Y.4TIUE SCJ/L 3I S �+ h Be CO S TO ALTERNATE PUMPS AUTOMATICALLY. STATION TO BE \ t`' , N 4"P.!/C. FORCE /Y/,9//V / i ` i �' 4 CI 411 D '.�DP . 7 ABLE FOR INSTALLATION IN 60 RCP WET WELL AS SHOWN SUB. GORY 'p ;o OMPLETE WITH BASE PLATE4 LOWER RAIL GUIDES AND BASE ELBOW; / I �' SEALING FLANGE ASSEMBLY; GUIDE RAILS'; INTERMEDIATE GUIDE to h R/W N _ 4"'P.�C. DeFI/N 4 I W - == - - - - - _ I N RAIL SUPPORT; PUMP LIFTING CHAINS, NEMA IV JUNCTION BOX; J /YI-9 'i5 ' , ,\ ., - 4 - I ' MERCURY SWITCH FLOAT CONTROLS, FRAME AND HATCH COVER 6JITH 4 Q9RR/CAOE I TH/QUST S UPPER RAIL GUIDES; 4" DISCHARGE CHECK AND PLUG VALVES, AND �- - - m - METED AND -�'' tir x FULLY AUTOMATIC DUPLEX CONTROL PANEL IN NEMA IIIR ENCLOSURE + ELEC. \ _ tv SEED /LS BELGYr/� WITH MOUNTING STAND. s'r^%T-4% Sz�L_ FUTURE d`!/C.P. `� O 2 CONTROL PANEL �a .. . _ _ _ • • ! 2, .PUMP STATION CONTROLS TO PROVIDE ALTERNATE OPERATION OF O I dI h 2 - PUMPS AUTOMATICALLY AND BOTH PUMPS SIMULTANEOUSLY, AND FOR AN ALARM SIGNAL TO BE TRANSMITTED VIA TELEPHONE WIRES TO 4.Gb' STUB PLUG tq • Q " 8 / TE Q I I THE LEUCADIA COUNTY WATER DISTRICT CONTROL STATION AT 3 V d °� m� h BASE PLATE DRESSER FO.PCE �A/rV DISTRICT HEADQUARTERS, 1960 LA COSTA AVE, , CARLSBAD, CA. , LE 2/3. 90 a 20° '. s K/ W ' O s �, �� V / : I By /l7FG. COUPL/NGS 92006, TO INDICATE: STEEL FRi?1VE fc - HIGH WATER LEVEL WeR W a4 G �'` V' I I Ci (T OCP ECES ATE Gt�//E,P r PUMPS NOT OPERATING Gi'J' STUB PLUG j _ hi r° - NO POWER - PUMPS OVERHEATING I C� hl GU/OE RA/L SUPPORTS l_ i' PANEL 70 HAVE INTRINSICALLY SAFE RELAY CIRCUITS FOR LEVEL -- �- -- 1 FURN/SHEO BY /MFG. ' I .CONTROLS. AND REDUNDANT LEVEL CONTROL. F/ELO CUT /LG TOF/T Wr MEL ® OR1. 114f R/r RzAly 3. CONTRACTOR TO PROVIDE MASTER SWITCH AND METER CONFORMING 42 �q j 7 TO REQUIREMENTS OF SAN DIEGO GAS & ELECTRIC COMPANY AND Cl' 4 WILL INCLUDE A TRANSFORMER TO PROVIDE 110 V 30 AMP SERVICE Z O �� T AND DUPLEX POWER RECEPTACLE MOUNTED ON //O Y L/Gf/T CONTROL PANEL PEDESTAL. S�TE AZA� 4. CONTRACTOR TO PROVIDE COMPLETE PUMP STATION INCLUDING WET O WELL, PACKAGE PUMP STATION, PROTECTIVE FENCE, CONTROLS, SCALE : / �ZD' @ METER, COMPLETE AND OPERATING. NOTE Q NEIYIA 3R ' ENCLOSURE 5. CONCRETE TO HAVE COMPRESIVE STRENGTH OF 3000 PSI. REIN- j ME CONTROL PANEL !4//TH FORCING STEEL TO MEET REQUIREMENTS OF ASTM A-615 GRADE 60, SEE SHEET 3 (L-8398 FOR GRAD/NG + r STAND BY MFG EA E O , -P. I �f /LaES GAL U. STEEL FRi9/YlE CHECKER 6. 'VALVES ONLY TO BE FURNISHED BY MFG. CAST IRON PIP€ PLATE CYJ!/ER ALNAMgf,4 A /082 TO CONFORM TO ANSI A-21.6 OR ANSI A-21 .8, CAST SEE SHEET 5 (L-8398) FOR /RR/GAT/ON ., OUPLEX RECE RCLE �Pf/RKWi9Y� IRON FITTINGS TO CONFORM TO ANSI A-21.10, PVC PIPE TO BE SCHEDULE 40 CONFORMING TO ASTM D-1784 AND SEE SHEET 7 (L-8398 FOR PLANT/NG �� lO ASTM I-1785. g 8" (4,_0° 8 (/ENT y F 7. CONTROL PANEL AND STAND TO BE PROVIDED B G 0 DED B F SEE Sh'EET ¢(TM-3598 FOR STREET /MPRO//EMENTS Y MFG. . ELE!/. � 225.0 .< -°•.-_° ° a,q ° '4 a''.'• •q: :°: Q. .d 8. CONTRACTOR TO PROVIDE AND INSTALL ELECTRICAL CONDUIT, F• METER AND SWITCH AND C60RDINATE WITH SAN DIEGO GAS & a a KEY AT BASE �• �NOU/T '•'� :e a �- �'? '� ELECTRIC CO. PHONE: 232-4252 EXT. 7569. PLUG' UAL!/E L aOF dUEGL I L - �1/G C'HA/N BY iYIFG a o a o 9, ALL WIRING AND ELECTRICAL INSTALLATION SHALL CONFORM 2"'ELEC CONDO/T y s /2" ' a TO NATIONAL ELECTRICAL CODE AND STATE OF CALIFORNIA / _a B G E W ELECTRICAL CODE AND STATE OF CALIFORNIA ELECTRIC W/R/NG 05WN/l/EL Z #`j ALL Gt/ALLS q SAFETY ORDER. y BY N/F�r " J ? • p, 10. FORCE MAIN TO BE TESTED AT 150/ OF DESIGN HEAD AT LOW d Q •°, .� ... ° �..• ° o SYSTEM AND AT 110% OF DESIGN HEAD AT THE END OF THE O D.° DISCHARGE END WET MELL o h @ E.W /Z a ;P 11 . PRIOR TO INSTALLATION THE CONTRACTOR SHALL PROVIDE A KEY DET.9/L ELEI/ ' yJ~ 41 a . • o . .. . 4 °• LETTER FROM SAN DIEGO GAS & ELECTRIC CO. TO LEUCADIA v DRESSER CO!/PL/NG -� „ _ COUNTY WATER DISTRICT ON STARTING REQUIREMENTS AND 2/3.6D ,o /GH WATER L E!/EL Z 41 ° p` 4 '. . ; " • . 3 cG. o ° ° e : a „ c °; '.o SWITCH SIZE, INSTALLATION AND TRANSFORMER, CONTRAC NO SCALE (SEE NOTE 2) QQ ¢"P, VC. ORA/N @ 200 TOR TO PAY FOR ALL ELECTRICAL COSTS, FEES, ETC, ELE f/ 480 a. 3¢ AWER 90°ELL .r ��, •¢"CHECK Uf/L!/E � /NFLUENT 8" !/C.P. 90 ELL �� H//NG' O/w 1-6 ER 9RfIN6 PROD/DE PRE-CAST SERI//CE METER � � CONC. 40 FOR OR/f Nj O ELEK Z/3. Co0 00. PAD/�UNT TRANSFORMER /g 2/2. /O START PUMP NO. r ✓OSA/Y/ C "' BACKw R 15 NAIR 2 POLE !/AGUE M /ODD /tO AMO c/RC!//T sREA,��R �' /WE�PCl/RY SN//TCH 3 POLE 4B0 Y. ) FLOAT CGWTROLS �/ " �l/EL L AND l/�9L 1/E P/ CT/ON B I0 / y CONTROL TRANSFORMER 3/ZED (n �¢� By FOR CONTRaL POWER * G/GHT `- tl, ,3"OdCT RECEPTf1CLE LOf10 CSOO Ui9 Mi (TYP/CAL, GROUND ROD 208.60 STOP PUMPS TRENCH �1= 6"(TYPICAL WIDTH SERF//CE GROUND / ,uses ,- O PUMP � MOTDiQ , =- - 1 _- FUSES .�' E¢SCIATCH �('!� �Z> BY /YIFG a: •• :a _ AROUND (TYP. M /// o� �y 3580 ADAMS ENGINEERING COMPANY, INC. #6 cu Y2"C _ �. r-1 _ I 6 y THE BARBOUR ENGIN EGE!/ �' ,a_ �- I •d SAN DIEGO, CALIFORNIA DI921CI6 - ,9LTERNATING MOTOR covTROL - - -- : ;.•4 i° ••°• . •d•. •'. °• .�i, . .° a .°.,e. / A B _ (7-_L4La3-7980 CONTROL 20Jr.�pO - /Av W A-/9, IF SEE 11/ET dYELL :;,, e:• a ,',' I - - ENGR: OWN: CKD: DATE: 15 HP /5 HP -' G/GHT//✓G FixTURE KEY OETA/L ' o •o�; o' 0 ' 0 " 3'-0" TEE GW k BffS IRIS /4 s-or P 304.40 Ia - - - - - - . °-J .a`., /977 v 3 ' (TYP, #4Ga lo" E.6f/ / BASE PLATE W/TH ° ° o ° ° 'a ' /'-0 ° 2'G" 130 PRIVATE CONTRACT Pa/r/as 90°/P,90. ELL °�� " �} �E• ALSO SERVES AS ANCHOR /5 AMP-/ZD [! SINGLE PLUG BY /YlFC7. SHEET ' 2ccEVrRCCE /NS/oE coNneoc BLOCK (SEE NOTE ON SNT. 3) COUNTY OF SAN DIEGO CENTER FOR EXTENS/ON 31¢�Y 07'41 BOLTS 7 RTMENT OF PUBLIC WORKS s,HEETs /NSPECT/pN L/GHT THRUST BLOCK OrE'TA/L �� TAILS c1loN S/ E L/NE D/.9GiP�9N! B•9SE PL.9TE LEVEL/NG BOGT NO SCALE AR v NO SCALE LoCKNUT BY MFG SEWAGE P STATION COUNTY OF SAN DIEGO � T NO. 3598-4 � tvt1Cl�( �i `iC�E'O da.�` y, SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCHMARK No. Description Approved By Date / �� Recomme for Approval Approved Description: �2 /ROIV PIN IN CONC. STEEL POST 7 0, C.-00 72 FOR R.J. y�pSSMA rn"v � oP�a,•`a�'�' SE'WR6E pUMp 6TATloN ��j /p 5ision Engineer DEPARTMEN70FPb8LIC WORKS Location: ACROSS FROM PP///9552P O/V RA/VCHO SANTA Y PPROVED BY APPROVED BY sp4 FE IfOlgO 0.5 M/. NORTH OF ENC/N/TAS BOULEVARD Engineer of work Checked b T.M. 9 Y NOV�� 13983 Record From: CO. OF SAN O/E60 _7Q �,.,i'��h•{VI DATE _ DATE I29. 773 Datum: U.S. C. `G. S. ��� Approval date - �I� 1o2s4 3598-� MICRO F11 MA Elev: R.C.E. FILE NO. UP 304.4.0 I 'PERFECT`PRCFILE PLATE A RODNEY STOKES CO. - - - - - -1 - - - T - -- - - -- — _ -I --,- - - - - - -- - - - - - - 1 - f -- ____. - -- -- -- - ---- + -- - - { , _1.:.. r =t r -t - - - - - - - - - --- - - - - W --t - -- J -- - 1 - — - - - l - 2 - _— ---- --� -- - - - -- -- y - - -- - - - - -T - + - - — - -- - - - - - - --1 --L— - -- z — - - — — - n - - - - Zz ilu J -- -- - t T + � 1 �� I � _r_ :��,+ � -- - + X15 - ` -- — --+ — — V._ -- _ J - - - -- - - - - - - -L-- - - - - - - - ---- - - � - - - - -- - - - I I - - - - -T - - - - - — - - - -- - may- - — --' — — - — . 19 20 2 / 22 23 PROFILE NOTE . i E '/AL-_/ D �E A OFFS/ TE SEWER a �. ALL IMPROVEMEVT5 MARKED C-owT�ACTO/F TD 4L POSE 10R' 755&fFZ vac _ "EXISTING ON TI-115 51IEET /REF/NED PETROLEU/Y/ �F�O/JUCTs L/NE �W /3Y H,9/✓D E�'f�9 VA 7­101V //V �R�``5E/✓lC O F W SCfILE :/a/ORlZ / = 44 !/EST. / -8 W ARE PROPOSED UNDER , p 2 j Z TRACT 1140. 4030-1. S.9// 670 230 Z. C'©NTR,9CTQ,? TO FIELD Cf.'ELX !V/TAI Al.H. G✓/Lf1ELM — �, Yz� �� �� _ ___ J Q` S.QPCO, L17/q) 277- 2373 D/i/E A/&'E/l //1/ �}DI/A/✓CE �� .� `Z ����\ I i \ E 5,�C/AL /YDTE —`\ \ \ _G�959L/NEO Pig/O/� TD STi91�T/rt/c�i � � • , ICI �. ,— �� �� \ l.�/ORK. �' �t✓l.7TjFS' E�tIG/�t/CEf� -- `DO ? c� i � �\ ^ W �� �� �\ 3. ,DL/CME" 2�p x ao Q �'�\ o� _ I p �* o= ----- �� �\ �� \ .F3E '1?EST/?41NED ✓O/NTS o z . J I o v 22 + 92.65 GARDENIIIII ROAD 5-47 +31.50 GLEN ARBOR DRII/E 4-1, M.H. N0. 46 ) RYC. RLU6 j it EX15 T. GARDEN EX iv VIEW ROAD ��� .,r N7007?Z L- /3/OO }yY70 07 2�E �N 6 9.5�3 E /9 2. 6 5 / l %r-- F(JTURE W ILL OWSPR/N65 DRIVE NORTH EX/ST MAI 1.9 k �� ZO- _� 7.. 3 I Cam— 22 _ 3 I 4169 056'35"E 150.00 I l /ST G!//Y�/ E L//VIE© II ci it �I , Eg95EM€NT Pl°R / . /ut 83 —30/OG N 69°S6' 35°E I of / �/ / / , - EXIST. 506 OE /' �/ �� / THE EARBOUR ENGINEERING COMPANY, INC. �� / / / 3270 DIEGO, CALIFORNIA ST. EASEMENT � / / � � � / SAN DIEGO, CALIFORNIA 92110 = / 30 /4 / (619) 225-8311 E 2 / I / 1p � / � �;) // // ENGR: OWN: CKD: f DATE: 220 /� �� LHO W.50 PRIVATE CONTRACT GLEN ARBOR SHEET COUNTY OF SAN DIEGO ' N PLA1V ®�'�� DEPARTMENT OF PUBLIC WORKS sFEETS / ',, / p 5EE 5HEET 4 OFFS/ �L 5�!/VE/C PLANS FOR THE IMPROVEMENTS OF SCIIIS /�{40 OFFSITE SEWER COUNTY APPROVED CHANGES COUNTY OF SAN DIEGO TRACT N0, 3598-4 ` . BENCH MARK I No. Description Approved By Date ! �� Recommended for Approval Approved Descri tion: /2 IRON P11v IN CONC, STEEL P05T R.J:'- MA S N Gisas �}ODED SHEET 8 0.C,-Q072 Subdivision Engineer DIRECTOR OF PUBLIC WORKS REMOVED PUMP 57ATIO Location:ACRO35 FROM . P 1119552 P ON RANCHO 5ANTA j ' ? _¢ ADDED OFFS/TE 5EWER �W /oPP FE fingD 0.5 ML NORTH OF ENG/N1TA5 BOULEVARD Engineer of work Checked by T.M. 3 2Z Record�29773 OF 5HN D/EGO US.CV,S• Approval date 71 1 As 8c�«r �er 3598-4 Elev: -Datum: R.C.E. 10284 /0-13-83 FILE NO.