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1203GENERAL NOTES 1. A PERAIIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE - UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: 032 -4252 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY, TELEPHONE: 298 -0595. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT NORTH COUNTY CABLE TELEPHONE. 263 -925/ 11, POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO. 12. CONSTRUCT A LIGHT SYSTEM CONFORMING TO SAN DIEGO COUNTY STANDARDS AI NO COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: A) CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PROVIDE TRUE NINETY DEGREE (90 ") CUTOFF AND PREVENT PROJECTION OF LIGHT ABOVE THE HORIZONTAL FROM THE LOWEST POINT OF THE LAMP OR LIGHT EMITTING REFRACTOR OR DEVICE. B) ALL FIXTURES SHALL USE A CLEAR, HIGH PRESSURE SODIUM VAPOR LIGHT SOURCE. C) NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR DIFFUSE COATED HIGH PRESSURE SODIUM LAMPS SHALL BE INSTALLED. 13. THE CONSTRUCTION OF ONE 16' STANDARD RESIDENTIAL DRIVEWAY PER LOT, LOCATION TO BE DETERMINED IN THE FIELD BY ENGINEER OF WORK. CONCRETE SURFACING OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWINGS G -14, G -15, G -16. STORM DRAIN NOTES 1. FOR STORM DRAIN PIPES, R.C.P. (1350 -D) WILL BE AN ACCEPTABLE ALTERNATE FOR A.C.P. (2000 -D) WHEN THE PIPE SIZE IS LESS THAN 30 ". 2. THE DIMENSIONS SHOWN FOR THE STORM DRAIN PIPES ARE MEASURED FROM THE CENTER OF THE INLET OR CLEANOUT STRUCTURE. ALL PIPE TO STRUCTURE JUNCTIONS WILL BE MADE THROUGH THE WALLS. THE CONTRACTOR SHALL ADJUST PIPE LOCATION TO AVOID THE STRUCTURE CORNERS. WATER NOTES 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WAER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. 3. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 FEET FROM A SIDE LOT LINE. A 3/4" HIGH LETTER -W SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 4. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WATER MAIN PROFILE. 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET. THE TIME AND DURATION OF ANY SHUT DOWNS OF EXISTING MAINS SHALL BE MADE SUBJECT TO APPROVAL BY THE DISTRICT. 6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT OF WAY WHENEVER POSSIBLE. 7. INSTALL ALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT. FIRE HYDRANTS TO BE JONES 4A 3700 OR 6QUlVELANT. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START OF WORK. 9. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ AS FOLLOWS: .. A CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM OR THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE LINE AFTER 24 HOURS HAVE ELAPSED." 10. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, i.e.; LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. 11. VALVE BOXES SHALL BE INTERGRAL CAST IRON LID AND FRAME ASSEMBLY, TYPE GV -8, AS MANUFACTURED BY SOUTHWEST FOUNDRY OR ALHAMBRA FOUNDARY COMPANY LTD., IDENTIFICATION MARKING FOR LIDS PER DISTRICT DIRECTIVES. .; PRECISION ��)L Yt 8913.1 JUL 21 198E COUNTY OF SAN DIEGO TRACT N0. 4421 -I SEWER NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER DISTRICT (L.C.W.D.) STANDARD SPECIFICATION. 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. I NSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER 'Y's. IF 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W.D. ENGINEER. 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTANCE OR NON- EXISTANCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF ALL OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN ADVANCE OF BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48" MINIMUM COVER ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 10. ALL LOTS SHALL BE SERVED BY A 4 -INCH V.C.P. LATERALS SET AT A MINIMUM GRADE OF 2.0% WITH A MAXIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 5.5 MINIMUM FEET BELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY L.C.W.D. 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE DISTRICT OFFICE. 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN ON L.C.W.D. STANDARD DRAWING S -12. 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOIL REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT SPECIFICATIONS. 17. SEWER LATERAL TABLE IS ON SHEET NO. 1Z . 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. STRUCTURAL SECTIONS LEGAL DESCRIPTION: BEING A SUBDIVISION OF LOT 6 OF VILLAGE PARK NORTH COUNTRY UNIT NO. 1, MAP NO. 8465 IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. n I� S el Za I I f +N�/ rL� �� I �► �CON.#Z V C ON. LEGEND fKEY MAP) IMPROVEMENTS STD. DWG. snttl NLmtm ------------------ - - - - -- 5 SUBDIVISION BOUNDARY---------- - - - - -- - - SEWER MAIN------------------ -- - - - --- -o WATER MAIN- ------ --- --- -- ----- - - - - -- --- - STREET LIGHTS----------------- - - - - -- STORM DRAINS-,------------ ----- - - - - -- 4,_m_ FIRE HYDRANT------------------ - - - - -- 000 STREET NAME SIGN-------------- - - - - -- BLOCK NO.'S---------- ---- ----- - - ---- 2000 DIRECTION OF FLOW------------- - - - - -- - -� r WILLOW SPRING DRIVE 3" A.C. OVER 7" CL. II BASE ON 6" COMPACTED SUBBASE. VILLAGE CENTER DR. 2" A.C. OVER 6" CL. II BASE ON 6" COMPACTED SUBBASE. GARDEN DALE RD. 3" A.C. OVER 7" CL. II BASE ON 6" COMPACTED SUBBASE. SUMIERHILL CT. 2" A.C. OVER 6" CL. II BASE ON 6" COMPACTED SUBBASE. SUMIERHILL DR. 2" A.C. OVER 4" CL. II BASE ON 6" COMPACTED SUBBASE. SUMMERSONG LANE 2" A.C. OVER 4" CL. II BASE ON 6" COMPACTED SUBBASE. SUMMERSONG CT. 2" A.C. OVER 6" CL. II BASE ON 6" COMPACTED SUBBASE. V IND/L'ATES ELE!/AT /ON STREET LIGHT - o SHOWN OA/ PLl1NS I 44' If I I , �, II KEY MAP SCALE /O =AW ' ! 3D , E 1,9 f . 20' I I /MP,PbVEMENTS PER COUNTY OF SAN D /EG0 DPWG TM. J5M `' '. 1 4 "PC,C. SIDEWALK 6 "TYPE `G' CURB t &UTTER FOR STRUCTURAL SECTION SEE 7A&g Gv LEFT GARDENDALE RDAD 5TREET LIGHT /B' ID' f h 7 h III I FIRE YDRANT u ' H H WATER MAIN IMPROVEMENTS SYMBOL (PER OLIVENHAIN M.M.D. STANDARD DRAWINGS AND /OR SPECIFICATIONS) ; I ASBESTOS CEMENT WATER MAINS, CLASS 150--------------------- - --- -- BUTTERFLY VALVE ASSEMBLY------------------------------- --- ---- - -- -� FIRE HYDRANT ASSEMBLY--------------- -------- -- ------------- ------ -� FH.' BLOWOFF ----- - - - - -- ---°------ ------- -- --------- ------- - - - - -- ao MANUAL AIR RELEASE - - -- ------------------------------ ---- - - ---- - - 0 0c Al" WATER SERVICE------------------------- -- ------------ ------- --- F-- ---- AC x AC x FLANGE TEE WITH FLANGE VALVE---------------------- - - - - -- -1046-- ALL A.C. TEE--------------------------------------------- BacP e)o REDUCER------------------------------------- --- -- ---------- - - - --- IMPROVEMENTS STD. DWG. SYMBOL CAP A�EMBLY--------------------------- - - - - -- - -� PREPARATION OF SUBGRADE AND PAVEMENT----------------------- - - - --- � a /HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- 6 " AC BERM---------------------------G-5--------- WAY WITHIN 60 DAYSAFTER ISSUANCE OF THE CONSTRUCTION STREET LIGHTS 90 W477' L.P5.-- - -E -1, E-2 ----------------------- 0 PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY 5TREETUGNTS /go W47T c.Rs. - 1 NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE - _E STREET NAME SIGN -------------------Di-13------------------------ i AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH PVC SEWER MAIN--- ------- -- ---- -- - -S -4, S-5---- ---- -- ------- -- - - -- THIS PROJECTOR UNDER MY CONTROL. Z SEWER LATERAL (4" V. C. P.) ------------ S- 13------------------------ �y OWNER: '>/ 6" CURB & GUTTER TYPE G,B-Z ----G-2,G-6------------------------- Z . �� I 1 6" STANDARD CURB---------------------G-1---------------- 6 ADORESs PACIFIC 5CENE L < W CURB DUTLET TYPE A' - - - - - D -2S - - /ND MANIVZES)_ �. + SANt9OGO, CALIFORNIA 9Z //O CURB INLET TYPE ' B D- 2---- -- ------- --- --- - -- --- ASSESSORS PARCEL 257 - 050- 5/o #7G CLEANDUT TYPE A-----------------=- ---D- 9----- -- -- ------- -- --- - - -- v • -I- 0,59 FIRE RYDPWIT LNJ % I Z LEVEL - IVO SCALE 4" PC.0 S "TYPE'G' D G'NTYPL URAL SECT/ON-J SIDEWALK CURB 6 GUTTER ST FL)R RL/CTU2W _6=12W, SIDEWALK V /C /N /TY MAP FORSTRLICT G CURB SEE TA5Z4' ABOVE G" TYPE'G' SEE TABLE ABOVE cE>:T �TYP /CAL) PERMITS PER G -2 CURB B GUTTER Q � � pT WILLOWSPR /N6 DRIVE NORTH Sj1VVA4ERH /LL DRJI/ . A4A44ERH /LL 92 / REZONE PERMIT NO. NONE SLIMMERSONG L,4NEj SLIMMERSDNG CDURT /TG� �E CTIONS VILLAGE CENTER DRIVE SPECIAL USE PERMIT NO. L-0 - O 4J TYP/ AL ST GRADING PERMIT NO. L -DY3u FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK SAN DIEGO COUNTY FLOOD CONTROL DISTRICT LEUCAD/A COUNTY W4TER D ISTR ICT OLIVENHAIN MUNICIPAL WATER DISTRICT No. DOWIP6011 Approved by Date DESCRIPTION: __ 1 " PYN /A/ LDNL-,PETE MW4TER WARK APPROVAL O AS -BUILT" APPROVED BY BOYLE E 46WERin6 C P �{ :ocATION: O.dS MILES F kY�M /NT. EL 1�MdN0 DE APPROVED BY: APPROVED BY: /��• DI CT_) CAW5U c,,P. LV* EII AVhV "V;24 , �� E RDAQ / /' "Ta'FEN �F - � -�ttOC .0 /�f� RECORD FROM: S" 0/"0 MlWrY 0 ^ Lb 7.S DATE: 3 - Z3- A¢ DATE: SD ELEVATION: " f� IATUM: &S.. C'. x is C.E 15 ATE JOB NUPWR 2 S Cor #4 p RK WORK TO BE DONE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DOME ACCORDING 1'0 THESE PLANS; THE CURRENT COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. T IMPROVEMENTS STD. DWG. SYMBOL EX /ST Il( B"!!C'P PREPARATION OF SUBGRADE AND PAVEMENT----------------------- - - - --- � a 6 " AC BERM---------------------------G-5--------- STREET LIGHTS 90 W477' L.P5.-- - -E -1, E-2 ----------------------- 5TREETUGNTS /go W47T c.Rs. - 1 - _E STREET NAME SIGN -------------------Di-13------------------------ PVC SEWER MAIN--- ------- -- ---- -- - -S -4, S-5---- ---- -- ------- -- - - -- MANHOLE---------------------------- --S-1----- -- -------- --- - - -- --- �- - -�- SEWER LATERAL (4" V. C. P.) ------------ S- 13------------------------ 6" CURB & GUTTER TYPE G,B-Z ----G-2,G-6------------------------- 6" STANDARD CURB---------------------G-1---------------- BROW DITCH (REINFORCED)------------ - -D -75 TYPE 'B'--------------- CURB DUTLET TYPE A' - - - - - D -2S - - /ND MANIVZES)_ �. CURB INLET TYPE ' B D- 2---- -- ------- --- --- - -- --- CLEANDUT TYPE A-----------------=- ---D- 9----- -- -- ------- -- --- - - -- STRAIGHT HEADWALL TYPE ' B'-------- ---D-32----- --------- ---- ------ H R.C.P. STORM DRAIN------------- ----D-60, D- 61---- -- ----- -- - --- - -- ,3 C RIP RAP PROTECTIONS------------------D-40------------------------ H H CONCRETE CROSS GUTTER------------- --- G- 12--- -- -- ----------- - - - - -- LpjJ RETAINING WALL--------------------- -- C-4--- ------------ ---- - --- -- - - STREET SURVEY MONUMENTS----------- ---M-10- -- -- --------- ---- - - - - -- a❑ P.C.C. SIDEWALK----------- -- - ---6 3 .1,G- 7------- ----- --- --- - - -- --- :..: WHEELCHAIR RAMP -------CAL TRANS N8 -6 --------------- - REMOVE BARRICADES--------------------M-9-------------------------- CUTOFF WALL---------------------- ----S-10-- ----- ----------- -- - - -- - -$-- - CRIBWALL------------------------- ------------------ ----- r- - ----- 11 R "AS- BUILT" TAT L. WA R.C.E. 26433 DATE LEVEL HCH e, ASSOCIATES E ' u ENVIRONMENTAL PLANNING • ARCHITECTURE • ENGINEERING 1877 Viewridge Avenue, San D go. CA 92123 -1667 - (714) 278 -57% `\ Z �- PRIVATE CONTRACT Z ` z '_n i "V SHEET COUNTY OF SAN DIEGO ,2 DEPARTMENT OF PUBLIC WORKS SHEETS ~ Z . IF PLANS FOR THE IMPROVEMENT DF: o COL/!YT Y OF SAN DIEGO ? t r7 s R"c for // Approved AM u i 9UfM$VISION ENOI ER D E"trinwr at - work; Chocked by: Z !y: I 1 7 _ I �; .� �T. I map HL'fN JOB N0. DB25 FILE N0, i E ZY /sT l� f GRACIE 270. _ o W a 4D'vc. Q N 0 OD% +94 3 QC R d1 h `�M i 1 1h , 4 ►1 U 4 1� l l�I r 8"/14• W 4711' © 4714' %R � Nf�PP O 27G_ ti a 1 RT CURB 274_ o `�`° � ' a % 272_ _` �+ a b N 270_ /. 93x GA� eM50 PRAF/L.E� GRRD IVag4E RoAQ SCALE•' HOR /Z. l"=4!'0 I/ER . r =A' /9 /9 , BS C G�9.PpE — h! 'PAD (Ttij 3SyB 3 x'c yt J \ W v / O ac EAST E ELE T q � o .sq yr 3J . S 2 S� Gq,PQ ENO II ' El'/ T CCE A 1 111 /�� 'III 1 QI111A (I 1 PR I2 PRECISION JUL 2 1484 Nl "ROFILMr.'f� W, &„XI97 417' ✓. C. 9 ti 10 7OF OF RT" C�CB OWA OR 9M -RNM LENOTN KMANS RL ears h 90'0/'3!0 "�� Z76- c 270 4o'vc Pi 27177 ' C- oo 4'-w t 1 v� 270` EX /sT" Af &*. 2.01 0 i M h, 1 1" ?w V.C. :, A j �/, L�LL;t! 2T5. Z4 33 +raD `� F/Nl 63PADE r p 4.4. ;t I �✓ W-0 l Opp N b ,g ygpJ r MY ? ' 740 � � 2� 9 ti 10 7OF OF RT" C�CB OWA OR 9M -RNM LENOTN KMANS � h 90'0/'3!0 "�� Z76- c L T. L'L/RB N aa ' 3 g' i M h, 1 1" ?w V.C. :, A j �/, L�LL;t! 2T5. Z4 33 +raD `� F/Nl 63PADE r p 4.4. ;t I �✓ W-0 l Opp N b ,g ygpJ r MY ? ' 740 � � 2� N� 33 32 NOTE= TOlAOF R/A5/T CURB /S L EVEL W/TH € UNLESS SHOWN OTNERW /SE. TAA OF LE, f'T CU4B /S It &EvArjav aw 0.39 UNLESS &wow OTMERW/SE. 30 9 ti 10 7 ti 8 "M OWA OR 9M -RNM LENOTN KMANS � h 90'0/'3!0 "�� Z76- c L T. L'L/RB Z74_ aa ' 3 g' 3s 272 ��ca,PB 34 N� 33 32 NOTE= TOlAOF R/A5/T CURB /S L EVEL W/TH € UNLESS SHOWN OTNERW /SE. TAA OF LE, f'T CU4B /S It &EvArjav aw 0.39 UNLESS &wow OTMERW/SE. 30 9 ti 10 7 ti 8 "M OWA OR 9M -RNM LENOTN KMANS � / 90'0/'3!0 "�� 30' 47.14' X G /1TTE.P `I N/,?'/40/ E 20. 1v ro TYPE G S � 2 I 3 df 58'4Z" 30' 47//' it 3/ A. Ill �c K 2 3 4 EAS °E�'E S 6 W W 1 3 23' W ' II10 aP TYP 17'3P S I W ` l e _ 3'TyP 1 P IlL J r �1� �l �iVE �= til �q covsr,Q � M W 'E 4 4 0 SPR/N6 DRIVE NORT'4I U If IN I N z1 y[ / N /3 ° /4'O / "E 6347' /J'R.eP. �pN 0 4176 °47%7 "W /06.36' a oI' 3 69 °3046" 45' 5460' f uz z s lcX LJ 2l�F IT a r/ W ; DETAIL 'A" SLOTTED DRA /N I— Z 7 Y /8f O GAKDENID.4LE Q04D _ W �` tg s . � , I �� I u ` , vs w PLAN W/L LOWSPR/NG DRIVE /VDRTH AND 64RDENDAL E RQAD - GUTTE,P NOTE FOR EX /ST, /MP�POI/EMENTS WITH IN W / C L A W S .'' 9 PIN 6.0 R I ✓E NO R T H, SW -,CAD ,41VO GLEN AR19Gle 0.el /E, SEE COUNTY pF 1VI?fr ma 3NfET /2 ft w 3EWEr�' "mew- 77!". ! � �� D "� 3NY�? 3449 -I, G - 1 SCALE / "= 40' COUNTY APPROVED CHANGES BENCH MARK me. Dnuipuon Appowl by Date DESCRI►TIDN: HYMN N ATE 'AS�sU1LT" 1/PllG LOCATION: ANI M" JIMM MIT- EL rY RECORD FRDY: DIY /AtbIJ (.UUN/ T U HLEVATION: /W DATUM: zf. PRIVATE CONTRACT (�1 ^, Z'' SHEET COUNTY OF SAN DIEGO - v d ' Z I DEPARTMENT OF PUBLIC WORKS SH EE T S r 6 PLANS FOR THE IMPROVEMENT OF: z W/L L OWeSPRING .DRIVE NORM W COUNTY OF SA"EGO TRACT NO. 442I -1 W Fir i t 1 _ AK w°e. IM / W.ovM // I _ L A w wnE / rE°�'°i1Ks colic ca = E / we.k: cn.ck.° by. W W W Apow T.M. Wz/ R. C. E. 7 joyt /'1V ' W NCH JOB NO 0825 FILE N0. PROFILE: WILL0WS*AW1A .5 DRIVE NORTH .SL'AL.E -- POR. / "= 40f V E,e T. r' =B' /87 En/P teor r @ (o T of (I C[ACb °47' /T`W /G0.1.!' rr FL. 070-9Z GuT. I I g .✓76°f7'1, r /24.9.S' 6 "TYPE "G" LE. 2G 9.42 745 / ° • 6' t D' DO 'o2N C3D' 3/3.38' 'r Z7o . •. ? 7 20'x'02" C62' 329.30' y /Z" C. M. P uorrer a Q n POA/n/ PER 747 -16.1 I o I . ' t� / N7C 0 47'/7 "lN F= /v7cO°a7' /7`W 2143' rr /2" CMP SLOTTED CO)MI lGATED STEEL PRA/AI P/PI! FEJC P-16.1 LENGTH of 51-OT = /2' I �. 2 N /9°39'47" 6.50' 94.28' rr �2 LC.ZGR lea / r o/ p �Z Y7o.ro3cur. / a i. cq /.E; Z &f /3 — 7YPE p GAK DEA/DALE Z D. t � N 76 °47%7 "W 2O.G}7' B "lLCP to �— /. E. 2loo. 80 N7WOW' /7"Llr PeU14 : 54077ED M41N AFM OX,- 33 W \� Q a : .D --... - 9 ti 10 7 ti 8 a � � m � m Q J Q h �' d � S 5'TYP .... ... e � PROFILE: WILL0WS*AW1A .5 DRIVE NORTH .SL'AL.E -- POR. / "= 40f V E,e T. r' =B' /87 En/P teor r @ (o T of (I C[ACb °47' /T`W /G0.1.!' rr FL. 070-9Z GuT. I I g .✓76°f7'1, r /24.9.S' 6 "TYPE "G" LE. 2G 9.42 745 / ° • 6' t D' DO 'o2N C3D' 3/3.38' 'r Z7o . •. ? 7 20'x'02" C62' 329.30' y /Z" C. M. P uorrer a Q n POA/n/ PER 747 -16.1 I o I . ' t� / N7C 0 47'/7 "lN F= /v7cO°a7' /7`W 2143' rr /2" CMP SLOTTED CO)MI lGATED STEEL PRA/AI P/PI! FEJC P-16.1 LENGTH of 51-OT = /2' I �. 2 N /9°39'47" 6.50' 94.28' rr �2 LC.ZGR lea / r o/ p �Z Y7o.ro3cur. / a i. cq /.E; Z &f /3 — 7YPE p GAK DEA/DALE Z D. t � N 76 °47%7 "W 2O.G}7' B "lLCP to �— /. E. 2loo. 80 N7WOW' /7"Llr PeU14 : 54077ED M41N AFM OX,- 33 W \� Q a : .D --... - �'Wi9RP SEC. J; V m 304: 300- i y f3'ECEY.P9�61 Z D�-� �? /. EL. fit'!✓ / 5 G� 29 tB0 C� - �� _� l _ — - -o --- �p �" N �, ,, 4: �, � , / /J. /' _� .. Y• � /2,p �' � N EX�.ST, GAD �u O N v a v w " P /77GbePPVCemQd �•` ® Z •r '� N II t � ." Q r� m to /28.2li' WA A lP 56C. ►. �' Q i M ,, '3 g� 0 // 18 y I M rap 91c \�+ 5 NQ a9 p e tiE R O N N N Nh b 9 _ � �. O < b Q1 < ��I,°TJF7 /Gt'J'V� iat /0 -. __- ______ _ Po R. ` N V.C. m N � � N t � `• "� Cc w V . 3�4' .� 304. 300- 300_ I . i W 0 3D8_ .304_ 302- .w 2O �,, 0 15 C� X6 I � 1 56 1 k 56 0 °0 2 1 � 5 N 1 js 81 h b, � W N � 0 t �. 17 SAI 1h =�o wrr T up pF Ravr CURB I s W r#V € UNLESS SHOW OME. rop Of LE,F'r cim Is #E"Ldmr1OW PLUS 0. UNLESS S/WN OrAlOWISE. a8 _ Z7 26 Z3 24 /c/ 16 2 h /63 /64 H �+ Ph x �• w A. o n �X Ito .±:ro SU8 DIMS ��. ell A49'1/C i 0 6 1-0 � -Px 1et j SIGN x X 0 00 nP X Ali Of R �,Ig. % rr4��0�. gEE sHEC ENleg VI pRIVE i ^n t3 ZD << PRECISION JUL 21 ^F. �c 1 PROFILE: WIL.L.OWSPRINS DRIVE. T, SCALE' #0R. 1" =40'.j VEkT• / 11 r8' _ zw 23 22 21 �� I t - 2� O� �oa PLAN. W/L LOWSPR/NG DRIVE NORTH H G N L SCALE / " =40' A�x�p4 ES�� tl' COLJNTY APPROVED CHANGES BENCH MARK No. Dowiytion Approved by Date ^ DESCRIPTION: �� A IN TE A 'AS "SUILT =-Jk• 7IQlo N0. DELTA OR fft RAMM LEWTM REMARKS / 1 620' /2.68' 6 "TYPE `G' I 0 N73 °32 '2/ ",f 2.65' 3 B1'/7'D3" 30' 4�6.S' Y-S!/TTE.P 4 94 °42 6 3rJ' 49.59' %r 5 /04 ° 5/' 02" 30' 54 89' 6"Tli°E ` V / � ' 6 7S °OBCS ' 30 39.3.5' 7 0191f Pell B 2821ST 9 73°3j71 32D' 4/0.55' I �� /0 73 °�D'3a" 2BB' 369 50'1 N // N32 °sTDS "w 2/700' = L �2 /V32 °S7'D4�Y 2/700'I r I N73 "W I 132/.07' 1 39 °2S 2/" I ADD' /75.00' 1 I N32 °S70�t'W I 12 /7.Gt�' I �� 3 I I I I I I I I 2. I IV 7sj • tiZ'2 / "EI I S�aG'I it N73•�2'2/ � /O.Z /'I a I 3/O' 39774^1 * y 5 1 N92 °57'04' "K / I 2 /7OD'I �� f U R I I I I I I I I I u I I I I I r 3IE U5E X0.5' PIPE LENGTHS. 4 < z PRIVATE CONTRACT SHEET I COUNTY OF SAN DIEGO ' < 3 I MPM MENT of PUNIC WORKS I s /2s < < PLANS FOR THE IMPROVEMENT OF: z car WILL OW5PRIN6 DRIVE NOR71.1 W � COYNTY OF SA TRACT NO. 4421-1 Ir ovr• Approved A" zjmft faQ R. J. sumom ON ENGINEK E I I I DIRECTOR OF FV � EMineer el reerk: Cbaked by: R. c. E. �i33 1 •R /-f� wx im NO. om Fill M0. AaYSYMA A - N s T/ t lit WORKS 0 W = W 298 'e CB. _ 2 8.37 2o' rn e A A/5, Cf/�.8lo TO 81' C,B, FACE H ,FOIR.Kb ✓C. S5� ZQD RT,' C _ Pl. GEV. 297.;/o9�201/0 4r 1 3 290_ I f M0.. 1.0; , d o •' o Q v�� ] L= 57.7D' .;g/r' - M ' _070 70P OF R/ &//r C 4WA V �u o� h t9 a c ^ p _ 2?8 a N ON epe sue• wQ lip G Pon4 D Ssy It! Q h>w� N ` 4e*, \� ` Tee N 3 NU LT CURB 296� _/ Aar 294_ P. &/A J Si I ' I �� ?�c t I°RQIf fLE. W1 !/SRI VE A/ORM `V WJLLOM/SPR/NG DRI V,E S i SC4LE ,4f0,Q. ! "= 40' I/ERT / " =B' 20 18 /7 f� �� ^ N r N r �' N OKA / T T 7UMO� K�`1' /O 5 .23 /R17W 6R4TE,OREOL61t �mmw AvKK4E1v�! C — s I T. 4.4TE _ 0 � L C? T 1° Gc/% PAVVIDE MOOTN W X I /40 DETA /L "A ": SU�DJPA /N AAO SCALE AC /S - -TG. 295.&0 2f4.77 °. TYNE "G" C4K6 PEit' ° G -2" 3I...:;, ... N 00 N , �I �ISKOUTrE ...:swcu ppjvE SID 't/N /FORM�� " OS %MI ?: m A #( E N S ERE T Np. h l rQl �N I.Q V) R 1U [ �Iti s s> N 07NERWrSE rr�arzE ON PLAN bl� �IM i I S, Q j kq� in IM v � � p a u1 V 1 ,0. i� D 4: 46 PER PLAN I ? aN PL � x I (y t Q� PRIVATE DRAIN `1 V AGTI II •� ". n�I7G� ��es C7 _ 71Ie! ICI 1 5ECT /ON "a - d" NO 9CALG VILLAGE PARK {•Vqy A IN ti q L V 1 9 , ' 0Q.► Q �Ih \ III NQ DELTA IM a" / N32 °5704 "W 2 /Y32°,3-10Af "iY I I I � I I /O' 32' 32' /0' I I j EX/5T. / I N32 °5704 "W I 5AW GUT EXIST. REMOVE EXI5 / SIX, S' ,GROUND t I /9 °56'54" I 2CYJ' PAVEMENT AS A.G. BERM I I NECESSARY TO I PROVIDE SMOOTN _ _ EX/ST'S _ TRANSITION 2 � . 0.24 r — 3 41 _ __ - -_— 4 ,1 RC.C. L - 5I0EWA4C Vf I I EX /ST. A.C. PVMT, FUR STRUCTURAL 5ECT /OP, I I N s 7 76 (�" PEKFClE'AT�r! D1Cs 2% M /n/. SCE f7ETA/ r. c. =295. GO TG. = 294.77 /e= 292.&o N_ te III i w40DA405S COURr PRECISION JUL 21 198E \ �� NOTE• FOR EX /Sr. /MRROY"h5tYrS W1771IN W/LLOWSP.P/NGOR /!/E, GLEN A.QBORA IPF 1G4LLEY R.4.Pe WWY, 440 K/OOOMO.S,S' COURT SEE COUNTY Of" "v,0 /EGv OR.9K//NG,S 9449 -P, 3449 -3 .4N0 ti. 01A rG�O1J' =�� 2 i184 I�x4bj�� 5�� t ItNjE_ a '- 0 q� �t PLAN WILL OWSPRING ,DRIVE N ,3Jr � 32 it AND WILL DWSPRING DRIVE I l II ' -' CURD f GUTTER, )# SIDEWALK SEE GENERAL NOTE*Z. � Z� N,9�eJ704 71' I I \, I t 9 /p" .= RT CB. X270 RT. a ✓ APPROVED FILTER FABRIC '.31 i ) 'W15NE V GKADC _ � Oo OPEN- GRADED 1" MAX. AGGREGRATE (FORMATIONAL SOIL) 0 .Z70 2' p Q 0 • DO D O 6 PERFORATED A B S PIPE ,0 a. c 1" TO 2" CLEAR FROM �c \ BOTTOM OF TRENCH NOTE: 1. IF CLASS 2 PERMEABLE MATERIAL (PER SEC. 68 -1.025 CALTRANS STANDARD _ ZSD SPECIFICATIONS) IS USED THE FILTER MAY BE DELETED 6" 7yOE RFICAL STREET SECTION /YO SC+4! E W I LLOW5PRING DRIVE LENaTM IIEMAI 44026' 6 "TYOf `G' /0329' �l I I �/1 Li < Z � 1 u � l 5170' I � I I I n I I I I I 39.10' I 8N.?YC. 69.63'1 I I " I I I .3 $ ':9.C..P 39.251 �• CuRBSGUTax O•I WI I I I I I �/1 Li < Z � 1 u � l f I I I '^ /C `' tt t VILLAGE � III SCALE' 1" =40' PARK W4 LAJU TY APPROVED CHANGES BENCH MARK No. Description Ayr 1y Dote "AS BUILT" N►C�IICXETE 7`9146 DESCRIPTION: frePWI l LOCATION: a05 MILES FOM INL EL CA~ QFt RECMFROM: ELEVATION- Cs4s. � M i U� , t� I Uu .i. '4 PRIVATE CONTRACT ` ? SNEET COUNTY OF SAN DIEGO 4 I DEPAOJ"WNT OF PUBLIC WORKS S HE ET S PLANS FOR THE WP1tE *MENT OF: WIL L OWSMA 6 DRIVE MORTH 01 AND WILLOWSPRING DRIVE W COUNTY OF SAN 011"0 TRACT NO.4421 -1 i Rte 4 orsl: AFerov.e / I d 2 J. MOI SSMAN y \ tNMD1 ENCi1NE Y DIRECTOR OF PUGLIC WORKS Enpmwr o1 iiNrk: c�wotll ►y: I MR - Amweval date: /411 TAT L WAI R. c. E. I W HCH JOB No. em FILE N0. �-sAx r 'C� SE'TICW w P sEC. O 4 N WA 304- QB7% # 3LL " �a 300- LEFTC/fi4B Z9B_ SK � ' VC I K - � 40W Y Q\ n GtZ690 Bs% l 10% 0.87X ' L'AYNpi"Z 0' M ! '�• — /O "CR055 8" WET TAP { t yP� o Z90_ EX isr /OAP e " N AW �Z- Z N L = 47/2'' F /N /SH G�G'fIDE Sa o � �' sErrrary r�. �z�' WAiE . SECT /O/✓ k t� O . o O N • -304-- 302- fly& 3Lb_ f3 oW v� � � 6 U�Pd SPR WI L , r N 01 3 p S E E SNE� _ 3Gb m �o �o �X WN LQ 2V4 N `r y - l C� • 1 3 I/ . EXIST � _ -• : � ,� v\ M 'A •e �\ 0 Q ✓0 /N EX/ Rj 14111 J o I •+ � N�V WI �m �a�� NO � , Q I I � M� h ►. o, rIE I o �o, E s PRIT vas VN I��SNpR. ov I �� ; 6L p DR RIVE 3�b �Z— PRECISION V mZ �bQ JUL 21 1JBF �TCU� 8 ,416 13 14 N Z'AN COYER Af .r:. v V FX /ST. GRD. N ` N�� N o 2 /7 /a V� v ` /00 re R/. ELEY9m 2/ cm /9 bl �R Q ttl Y l() as at r, O N M Y l l �I �c 304 302 -300 s .3/0 VX, '4 L sl r �O� 'liti h 0� 2e �. Z3 --` 0.4% N WN g `� 2 43 W Q CS A4 L& /9 NZ - -,• wN6 MONUMENT MA ANE EA5EMElyT LINE WIPADOLE MARKERS 52 -50• (5EE 5U13DIV. MAP NOTE /COW .EX /ST- 1MPR0YE*L IN /TH /N F�":r''�I`J� � E N .4PBOR OR/VE ANO !//LL/JG'E PLAN VILLAGE CCNTER DR/VC— sAN /DIEGO 0.84WINGS lVa S449 3 Nor: 3EE oNEET /Z /W 39bmc LA?m!lL T o". N h m iV' o� PROFILE: VILLAGE CENTER DIVE SCALE: HOR. I "= 4-D'-; VERT. /" =B /7 o� zi zz 4 = '27" L 57. /B' Z3 _ 24 I` K 0 L ►- J �- SCALE: P= 40' SNEET NO l A /LL a-. COUNTY APPROVEO CHANGES BENCH MARK No. Omrylfon I Appr!0 EY Dble 7�Q /4G DESCDI 'AS-BUILT" iTIOM Q LOCATION: SPICES AWN WT IIE0000 FIION: ELEVATION:_ 0 N& O<LTA 011 M0. ODOR LENOTM VAMMM 4713' 6 "TYRE B' 2 09 °69'26" 30' 471?' ii I 4 NO/'36'37 "W 93. OP 99.74' �r 9 N11 X N// °44'¢2 "W 23°O?'O.S cr. NO3 °OS'66'E /38.61' �� I / NO / °3C97 "W � 155.Oi0' /O ",4.CP Q F- 4's.57'1 i W ~ A/o i�)'o E /3 /.00 1 �� < W /V46 0 36'37" W 14. 14' " N01'36'37 "W 20.00' " /VO?•' Z'10 "w lap' � + U5E (0.5' ) P/)PE LENGTH S uc j PRIVATE CONTRACT l /2 CL j SHEET { COUNTY OF SAN DIEGO ..r11 I DEPARTMENT OF PUBLIC WORKS SHEETS PLAW FOR THE IMPROVEMENT OF: i 1/ /L LAGS CENTER DRIVE COUNTY OF SAN TR 4R1I _ IM wN' � E of ~k: I _ L Y _ C. E. NCH JOB NO 011=3 ACT N0. - Ap. °.o. aC ac L t A:. - AlS N ollicCT011 of M nnll1� Cie o ChRkw W: W = W . p T 4L ;3 W AgrovN do FILL IN. f .300 /0" TEE _ Z90 O a 20 SUM�� S EE C OUR T MET NO G —ma _ 30¢ -302 -3D0 � /� 20° "jt vvgO W// ORIVE D 00 Z /t!1 COURT H No. 9 I , l GLEN ARBDR,,. DRIVE h M W 4.4 �a< 4" 20 ' 2 ' ° v � 6 U�Pd SPR WI L , r N 01 3 p S E E SNE� _ 3Gb m �o �o �X WN LQ 2V4 N `r y - l C� • 1 3 I/ . EXIST � _ -• : � ,� v\ M 'A •e �\ 0 Q ✓0 /N EX/ Rj 14111 J o I •+ � N�V WI �m �a�� NO � , Q I I � M� h ►. o, rIE I o �o, E s PRIT vas VN I��SNpR. ov I �� ; 6L p DR RIVE 3�b �Z— PRECISION V mZ �bQ JUL 21 1JBF �TCU� 8 ,416 13 14 N Z'AN COYER Af .r:. v V FX /ST. GRD. N ` N�� N o 2 /7 /a V� v ` /00 re R/. ELEY9m 2/ cm /9 bl �R Q ttl Y l() as at r, O N M Y l l �I �c 304 302 -300 s .3/0 VX, '4 L sl r �O� 'liti h 0� 2e �. Z3 --` 0.4% N WN g `� 2 43 W Q CS A4 L& /9 NZ - -,• wN6 MONUMENT MA ANE EA5EMElyT LINE WIPADOLE MARKERS 52 -50• (5EE 5U13DIV. MAP NOTE /COW .EX /ST- 1MPR0YE*L IN /TH /N F�":r''�I`J� � E N .4PBOR OR/VE ANO !//LL/JG'E PLAN VILLAGE CCNTER DR/VC— sAN /DIEGO 0.84WINGS lVa S449 3 Nor: 3EE oNEET /Z /W 39bmc LA?m!lL T o". N h m iV' o� PROFILE: VILLAGE CENTER DIVE SCALE: HOR. I "= 4-D'-; VERT. /" =B /7 o� zi zz 4 = '27" L 57. /B' Z3 _ 24 I` K 0 L ►- J �- SCALE: P= 40' SNEET NO l A /LL a-. COUNTY APPROVEO CHANGES BENCH MARK No. Omrylfon I Appr!0 EY Dble 7�Q /4G DESCDI 'AS-BUILT" iTIOM Q LOCATION: SPICES AWN WT IIE0000 FIION: ELEVATION:_ 0 N& O<LTA 011 M0. ODOR LENOTM VAMMM 4713' 6 "TYRE B' 2 09 °69'26" 30' 471?' ii I 4 NO/'36'37 "W 93. OP 99.74' �r 9 N11 X N// °44'¢2 "W 23°O?'O.S cr. NO3 °OS'66'E /38.61' �� I / NO / °3C97 "W � 155.Oi0' /O ",4.CP Q F- 4's.57'1 i W ~ A/o i�)'o E /3 /.00 1 �� < W /V46 0 36'37" W 14. 14' " N01'36'37 "W 20.00' " /VO?•' Z'10 "w lap' � + U5E (0.5' ) P/)PE LENGTH S uc j PRIVATE CONTRACT l /2 CL j SHEET { COUNTY OF SAN DIEGO ..r11 I DEPARTMENT OF PUBLIC WORKS SHEETS PLAW FOR THE IMPROVEMENT OF: i 1/ /L LAGS CENTER DRIVE COUNTY OF SAN TR 4R1I _ IM wN' � E of ~k: I _ L Y _ C. E. NCH JOB NO 011=3 ACT N0. - Ap. °.o. aC ac L t A:. - AlS N ollicCT011 of M nnll1� Cie o ChRkw W: W = W . p T 4L ;3 W AgrovN do FILL IN. f .300 /0" TEE _ Z90 O a 20 SUM�� S EE C OUR T MET NO G —ma _ 30¢ -302 -3D0 � /� 20° "jt vvgO W// ORIVE D 00 Z /t!1 COURT H No. 9 I , l 7a7W • /8/.48' / =X..47 � L= j/3etld' v v v v v 3070_ 294 Q, 9?1x 292 - PROFILE- KNL/CKLE I sK'r�v h N = �°/0:9r" s � SA 290_ K _. - 280_ f. zw. Zo_ I PR,QFXE CUL -DE-S.41 0 5? N V41 glvE N ] �p.2 SEE 5H c m n r+ N PEA � 22 ' I� IF6. JUL 2R M lop • a Ene 1, , plol o' (9 k\ /O /✓ A \ 11, w i v/ft rA o ' 0 ,r ,r �z m �W /00'YC P. /. ELEV. Zvo N // 4M P.�LdV f ( P p� �D 0 V ti� 2.49% a of " r. �"� �I 2.2� �1 PROFILE AMAWER MILL COURT SCALE: HER. 1"r4,p j VERT /4-r,81 ✓2 ✓3 CU4VE 0,47,4 49 I�0 r L � � \v w 25 2` TRIP OF cw /SL � GM�:1�/ �+�01171/4rhb�i _.l $TOR DMN DATA /.6 "a j $KTA an m NO- DELTA OR Mfi. RADIUS I LENGTH I�MAIM� / 240 °/443" / /Gve. P. 5 33" 7 1Y31 "E 0' 4 28 0X re V1 124 °/9'09" l� , / // I I NO3°/4'29'E 1 22 V NBS vZ9 E V61 4V � f� I �N6S °07 �10'E o � \P C 7 D ,� s.•M I ID i, L[WM4 LtNSTN � MAM I 38' /59.34' 6 "7'YPE 'G' 40' 45. SO' 232' J/. 46' 2480'1 �� I 443' 1 21956 I 30' I 42.961 p 1 60' 1 23.53' 1 �� ! I 1 22S. /4' 1 I I I I I I I 1 4X' I y� • 1 c � \ • ' r,' r / ., �' S °0740 "� I 1 257.7d' I " � I AQr- Z' /3'E I B ?.Q9' I /O .I� Z /7°,'� 2/" 210 I 79.99 I " W a 1 N79 1 I 24,0'1 i' 12d°/G'04" 1 43S' 1 2/ (P' /' I �r F u x bfm3y4'29 "e 1 134.97' 1 it W N44 "E 1 1 2719' 1 •� 7 N8y 1 1239.90 1 I N85 1 1 33.05' 1 ~ U U5E 10.5' PIPE LENGT115_ 1� ( a� \ PRIVATE CONTRA ` Z'A \S. t�� J O CT J . S HEET I COUNTY OF SAN DIEGO (O DEMIITMENT OF PUBLIC WORKS S EITS Z p 1' Z� z$ 3D ,\ 3 L =42.86 t ° v Z -�j ka N � O V zj �9 299 2.97° w. z^94., Q 14 Q, DD a O - 10 "ACP - - T 8 "PY II �� ^ n O^ W ill N N p� ' n /R. /J 1efW P, &9 //s" of 3 N 35 PL .*41V- .WMMERHIL L COURT PLANS FOR T14E IMPROVEMENT OF, z �> r y ' SL/MMERH /L L COURT W � COUNTY APPROVE CHANGES BENCH MARK COUNTY OF SAN I TRACT NO. 4421 -1 No. 0mri°,ion AM,evd by Dow _ _— 0 "AS-WILT" �` DESCRIPTION: Ml ° PlN IN t 7E ' *4Wev.e _ t At LDCAT [ r / �. M PWL., � V V l«vi"... of ....k: Cls«k« w: W = SCALE / "= 40' W 6010 f:M: w ^ ; 2 I EIEVATIOM: �n l NATIIN: uJr�x�sJ^ it 1 •� A W"aldo.: qwl I I T I R. C. [. IN33 L -.t/- /y 1 W NCH JOB NO. 0025 FILE N0. Z30-- b 2B8_ Z92- 26L h N = �°/0:9r" s � SA 290_ K _. - 280_ f. zw. Zo_ I PR,QFXE CUL -DE-S.41 0 5? N V41 glvE N ] �p.2 SEE 5H c m n r+ N PEA � 22 ' I� IF6. JUL 2R M lop • a Ene 1, , plol o' (9 k\ /O /✓ A \ 11, w i v/ft rA o ' 0 ,r ,r �z m �W /00'YC P. /. ELEV. Zvo N // 4M P.�LdV f ( P p� �D 0 V ti� 2.49% a of " r. �"� �I 2.2� �1 PROFILE AMAWER MILL COURT SCALE: HER. 1"r4,p j VERT /4-r,81 ✓2 ✓3 CU4VE 0,47,4 49 I�0 r L � � \v w 25 2` TRIP OF cw /SL � GM�:1�/ �+�01171/4rhb�i _.l $TOR DMN DATA /.6 "a j $KTA an m NO- DELTA OR Mfi. RADIUS I LENGTH I�MAIM� / 240 °/443" / /Gve. P. 5 33" 7 1Y31 "E 0' 4 28 0X re V1 124 °/9'09" l� , / // I I NO3°/4'29'E 1 22 V NBS vZ9 E V61 4V � f� I �N6S °07 �10'E o � \P C 7 D ,� s.•M I ID i, L[WM4 LtNSTN � MAM I 38' /59.34' 6 "7'YPE 'G' 40' 45. SO' 232' J/. 46' 2480'1 �� I 443' 1 21956 I 30' I 42.961 p 1 60' 1 23.53' 1 �� ! I 1 22S. /4' 1 I I I I I I I 1 4X' I y� • 1 c � \ • ' r,' r / ., �' S °0740 "� I 1 257.7d' I " � I AQr- Z' /3'E I B ?.Q9' I /O .I� Z /7°,'� 2/" 210 I 79.99 I " W a 1 N79 1 I 24,0'1 i' 12d°/G'04" 1 43S' 1 2/ (P' /' I �r F u x bfm3y4'29 "e 1 134.97' 1 it W N44 "E 1 1 2719' 1 •� 7 N8y 1 1239.90 1 I N85 1 1 33.05' 1 ~ U U5E 10.5' PIPE LENGT115_ 1� ( a� \ PRIVATE CONTRA ` Z'A \S. t�� J O CT J . S HEET I COUNTY OF SAN DIEGO (O DEMIITMENT OF PUBLIC WORKS S EITS Z p 1' Z� z$ 3D ,\ 3 L =42.86 t ° v Z -�j ka N � O V zj �9 299 2.97° w. z^94., Q 14 Q, DD a O - 10 "ACP - - T 8 "PY II �� ^ n O^ W ill N N p� ' n /R. /J 1efW P, &9 //s" of 3 N 35 PL .*41V- .WMMERHIL L COURT PLANS FOR T14E IMPROVEMENT OF, z �> r y ' SL/MMERH /L L COURT W � COUNTY APPROVE CHANGES BENCH MARK COUNTY OF SAN I TRACT NO. 4421 -1 No. 0mri°,ion AM,evd by Dow _ _— 0 "AS-WILT" �` DESCRIPTION: Ml ° PlN IN t 7E ' *4Wev.e _ t At LDCAT [ r / �. M PWL., � V V l«vi"... of ....k: Cls«k« w: W = SCALE / "= 40' W 6010 f:M: w ^ ; 2 I EIEVATIOM: �n l NATIIN: uJr�x�sJ^ it 1 •� A W"aldo.: qwl I I T I R. C. [. IN33 L -.t/- /y 1 W NCH JOB NO. 0025 FILE N0. It t 70' . 40 Q \.. 'skok �, O w �! 'fie + F/N /S.Si E 6R" ..w.. -- fir-- - .w•..r. � ?,.'�p `` , 2 � � � � \' +�i �r > Q.+ B. Q 2.27 9J'•�` � �-? 290_ N ,,; ° o s �° ' ' 290 NN zm.6 o , 0044 I �4l)F /! .!/Md1�1'E�Pf�/ /GG DR.(YE'' -- __ _ +' ? �� _ z�s SCALE`• �' f i /s' �6 / Af /9 j 73 74 is 75 7G 77 0. 76 ma . sun an I " AAONN L[Nm famm " } / N&rV740"E 467.32 6"TY/'E`Gr " 2 NdYS�7'4!0'E 46732' �r 77 0 29 1 36" 2 12f 29495' p Ct1 w X� v 4 77°2936 /82' 246 16' " O 5 1V1r22`4 WW /99,9 " W g s S s 0) X _ fo: 4 "W 1p w w 7 NrTe2244 " W s SSB' '• Ar fo � �Db a ..: • 2 `'Qb . r �� / NBS °0740 "E 233.25' s "r°l!C. W `I �� 1 . �, 41aS °0740", /30.00' rr v} v� • . - o / - +_ . �,¢ _ ��I,l� 2�'°03'W 11 26{9' 90.93' /ply 5/ °26'36" ?X' /79. ST .. ,I' G d S 41/7 °2244 "l� /36.60' r• �5 s �\ 2' V� d N v b��I \ 7 4 32.31' ., 14 Ar v► t P .16 IZP -IV Ily � S I � �p • \/ '1' � ` / n142 Gill _ 41/7 22 44 W �4 • a5 rr 13 N/7 °22 44"14/ N \\ �� CLEAR SPACE / / b `� i ,o O� v �I EASEMENT DEDICATED 1 �� t W i v+ C9 - \ . aY MAR qC � - y E( - z j a cJ Z 9� N�� ' �Q �/ J oti o s� EE , USE l0.5' P/PE LENGTHS. 'L � S _\ tE / S g �z gr1 \ o 10 MONUMENT AND MARK EASEMENT �D i ° LINE W /PADDLE'MARKERS 52 -50. 104, (SEE SUED /V. MAP) < I rlo u, �M PRIVATE CONTRACT J 9 SHEET COUNTY OF SAN DIEGO �Z < Z •' - s 5 b� m � 2 � b I 7 I DEPARTMENT OF PUBLIC WORKS SHEETS I Z PLANS FOR THE IMPROVEMENT OF: z 0 9 SUMMER NIL L DRIVE Z4 , G I �, COUNTY APPROVED CHANGES BENCH MARK W rrlu \ COUNTY OF SAN TRACT N0.442 / -1 No. Daacription Approved by Date OESCRMTIO n is /y}j'/�"/�{','��- N: `\e ��\ ` h. arr. A°°rord PRECISION P / � / RECISION 'A3wdUtLt� �\ 11t1j� �. -1. MA (�� P `Q i J U L I ry ,,;�, � ,N lit PL,4N� SU/VIMERH /G L DRIVE. ,^ `°`"T""' s ° '� c► �'"� ""` "'°"" P% ° ' SC A L E l " ' /•L/' D II �; Ewpie..r N work: I C�skM by: 1 If N6ii;ftG ►ILM f} REC0110p11p1: (� pr al I T44421 - 1 /4"- 3EE 3NEEr /2 � SCtiw L mov4L Txv" ELEVATION: / DATUM: U.S.Ciitt SF" � I . _ W NCH JOB NO.OM FILE N0. i � __ ' � mil. ` �•IP,4 � I . ' '� 154 aN p ly OF m 43 - f I 8a ve \j ! V / Q l� . � '� � t, � jet • N � l\ g � nU � z t m \i t 2 V �\ °`` 71b+'OE P. /. ELV 276.30 @ 25 +6d7 _ %� . 7l9r° �✓ _s I . 290 '`i- ,--.. �► � ,, • , � • `� AOC Z : � h N • �j If if 280 \� �Ni �� N N �+ Q �0 i 111 111 �I - -_ o� C�27 ? % B h3SO •Q �) �© /- � J C QS c►.�s � ,ter � + , SCAL: Aa . /" 4m . v9t l" _ tY. f}'� fcJ {fd '�'f /5f `i! ti 1a \ /o'er _ Z l8 4 B N N W. 27#90 p u _ 4m I ` _272 z7� I Z Zg Z 29 230 Z3/ o Z32 2330 234 0 23,5 23G STOW OR IN OOA 114 OELTAOR RAMA LEINTN REIIA" - � L 114 , OELTA 04 Oft. RADNA I LENT" I�YAIIIN j y N R9' T y / N43.03'// "/y 43.07' /e ".P.C.P. t /C °04'8/" 3 /9 ' �� h �, � N ti N !\ ' �� t N33 ° /6"S6'E 4/. .. It " , �O _ �} �i N N x N' p `� 0 �5�� 3 7 /J W I I /5YJ f(, .. c Z 4 37°24'/4" /49If e7 /J W I T( m 23, v V'b , ,+�� S NO2•s7'O / "K' //4. I 5 k ..r ' I O1 efts Si6'" I 3B2' I Co(Di4' I y v 23 �I " ' I 1 09 3 J6 I 7 Q/B I 0.03 I , TYP. 7YO 26 h '� ` N07 °OZS9 E 4'/. tts I 7 I Nf,� / / "W I I 14.4 ' .. G 41 N o , �'� \J P l I Nd /•4B' /2 "K/I � � � ��\ �• \r , .... �. f• ' -_ / :.. . { .• . • '�' QQ' �� t .'J.!'3h'24" 12.SB' 1 /S /. 40' I a g ` Z ,�0� IM1 140 °06 '09" 1 222' 1-4- 99/ I " I • `� %, / " /67 4 h Cr a O / "1V I I /39.75' 1 r. ° h x4, I ZACWS ' 12 /B' I X926' I ii I 16994 � ' 1 /B2' 1 /7¢. 70' I y q �1 N I ' S �11 Il '�'h `« _ \ �N �' C/ w� 1 4•✓ • 00'00 , " I 30 14 4 7, / ' I X - 6!/TT,6P I Q r VI O. A I X _&C 77Ek' K B I •� .�' I B4/7 I PVC C15 6 ys �,BJ p ` \ y Q�� " �IT :Q�' ry �• ti k 1 3 ' Py' •� < I N.9,�'?7 % "iV i 147.0' I '� .: 16 �� N _ o Igo I Mp �� _ �� — I Nn' ?7 10' W I I 43.26' 1 q2 ,� } y a vacs. 4 �� o e r I 4W' 1 67111' 1 N '� �.o° i� /6/,Ol ' \d W �+ /\ � CURVE DATA � I -� -� � ?� c'� /8$ J Q ° � ' V' = Cr\'� ' I . ., , .r 1 1 1 w/'4 t. \ Qg alb 09 1 2411 I /6795 I N +- �► rk , �� -, �y 18 89 /90 /9/ /92 ♦ P� �� \� 6�� ` I ?`oi "w I 1 6066' I -- A = /6 °a¢'31" N� w� i �►� �i�'� 0CIj L 300 -IN -�o I .tars�'o� "W I ► r�o9' 1 IV R qp �_ 5 a - LOT 244 0V ov ) d, � P� •.. �- P • z z 1 g4 I 200' I L B4./7 q 9 1 B \�(' O 2� 15 A4 o I overo0?'SfdE 1 1 73. T- 42.36 } F_ � ` \ v /SI R * \ �... LIO 'P /i'�N'3 /" I 25t7' I 9/.36' I* /O "A.C.P. z _ �' �► �k a '(P P * : , � W C , � I O� "3L9;�6" I 390' I CS3B'I " Z Aw Z 9 o I � //"W 1 1 1.74'1 111 w n � �► ell 11b ' `�: 90. 5` � ��' ��' �c.'�" � 5 �• `� � 54�'7� s�7�" /99 5g'I y G �� X12 a �r v5E Al # ,✓bro�'�fi•E 1 I �l /O' I •r = u L z '3!r"E I 124.05 1 NSI.02'56 "E 1 115.00 1 L/5E LEJYGTH5. ` z ° �1 X33 2 20 �I PRIVATE CONTRACT i SIP �P V► N �� 1I� G� SHEET I COUNTY OF SAN DIEGO /2 co I 8 DEPARTMENT OF PUBLIC WORKS � SHEETS v / I CURVE DATA E.YIS1yiYg M. /f! VYv C�u I PRECISION Z I o °/� W , .•. f "' a= 09 °31'66" 3 j .�� GlP/'i�E p1 s N PLANS FOR THE IMPROVEMENT OF: JUL 21 NSF `' M @ r4 =4Gt0' = /S ,S vllv60.PNE- = t :..� L =CZO /' �/7�1l111C E' NlfllDyl�IP /NGD,PNE -TM. 344' -Z� �> COUNTY ads Coa,Pr SUMMERN /L L DRJ VE W AI�IONEO CHANGES BENCH MARK Co umw OF S AW*md AN TRACT NO. MtI - - PR Ff 1 iK)N a� b,. OW `� 6 ►7� I . o N'AN►�TE h 13 �fJ�' 1 I1 G C = r , 77 , ' AS - SU (LT 7/4 /r6 r« A......a /�j�y Z v I LOT 2 J �L �4N• SL/M�H /L L QRI VE � _ [ / IDCATiOM: wEf / , ;.,�.. wsr IF climbed by: 1 ¢ 40 alcmfew: cotw"Q p ci AVW 3EB S ,NLET Iii ! t,�0�1 7J S. C ALE: l "- ' ELEVATION: A -M -4421 W DATII[I: TAT L. Wki a. W MCN JOB W. a FILE NO. 1 I Z//-" .0 _. 3�. 3D¢ 3/E?_ IN �v IIe, N 29©_ 4 F[EF7 Cl/" 7"OP O f• , OW q c g• X 8" TEE "' u I tIc� ; ! 117 I // �0' VC ELEI! 3 /3.O.S` 4 /0+30 � ate, 0 v y LE.r'T"g ve oi K "�� ¢Z ' tiB „PVC Gd Z ° �� 1. '� °� � �• \� j\'. d W 3 oa o P orgy. qb' ✓�. k oWm 306_ ��, ° • wOFG'wIs _ _ *m PAVF /LE- .,UMMERSOMS LAA/,E 306_ O i /.B4 /_°._ b11�K.E'�5 SCALE- NOR. / 40'j VERT. / " =4' 304. /O // /2 13 At 13 "yr ' PRECISION VILLAGE CENTER DRIVE SEESHLETNO 5 113 114 ZB .o \1 SEE SHa7 4`0. 5 'DSO p /49 VILL AGE L'EN7'ER DRIVE PRECISIOP! : MICROt ii awn m 148 147 f �► 122 ��c IZ3 000 /Z4 R1.4 *6 SUMMERSONG AWr 519 .5MWr 1Z MW 3108V iR "7WOW. lr,4". 70P OF R /6f1rCB. TAN /ZS. / -',2,, I1 H C H l 1 v SClJLE l "= 40' MR YATUU: U I c� �. E. 643, ; daft T. M.4421-i W HCH M 4`0.8825 FILE N0. w4RP 56CT. Q2.5 0 _30 -295 _2% W� 8 11 78 f 10 TEE W a i� r!� r, ,M R NILL MaND. _ 290 SE. _ 280 _300 _ Z98 _ 29G -204 1 I I I I i I 1 N& F /KTA OR WK j NWU0 LI MTM KNARKS / 0 30' 4.S.SW X 2 9/ °26'28" 30' 47 B9' ?N " 3 4`77°26;54' 37.02' i "TYPE 6' ¢ N77 "W 3.5.40' " 1 I S 24 °22:99" 222' I 24°2e'39" I 2SB' 4`7B°1027E I /B9 /P' I of N7B°10'27 "E 1 Ina 1 ' 9 26°//'//" 1 418' /9104' 1 " !D 26 °11%/" 1 3B2' I 174.59'1 N75°.9B'22"W I I 79. i.5' I " /Z IN73 ? 0 W I I 79.65' 1 1 131 29°44'0*" I /B ?' 1 !?4f45 #1 1 30 0 16 1 7" I 2/B' I A8.47 " 61 1 4`74.0.51/ "E I I /.04' I KI 92.00'/7" I 30' 1 44./7'1 " N�4 °05 2! E R�rpNfyD VE i71 1 BB°,7 /:SS" i 30' i 46.36'i 19 /01 0 R f / /G L I N77°goi;wwW 1 1 8 ", / yq / l! 14`78°/0 ?7wZ 1 I //3. S3' 1 /I /0, r 4 1 N7B° /0' ?7 "E 1 1 70.OD' I X 8 ^TEE s 121015 I 400 1148 I " /0 1 N9,'S°ie P ? "W 1 1 79.6.5' I " 7. {�� I N74 /'E I I 4782' 1 � F r - 24 ° 22'39" I 250' I /06.37'1 i IV79 1 1 /09 /2' I " W 4 26 °11'11" 1 ,T90' 1 17B. 25 " z 1 A N7S °3d'22 "W I I 79.65'1 ` ' I LI5E 6.5' P IPE LENGTHS. f v 134 133 i32 1 3� p \ ! z o zm PRIVATE CONTRACT cAD CU,PIiE 0/IT// SHEET COUNTY OF SAN DIEGO d J WPOWNT ENT OF PUBLICMIOIM(S I sSETs z �_ �� 7' PLANS FOR THE IMPROVEMENT OF: z T= 54.10 SUMMER.SONG LANE o COUNTY NVTY APPROVED CHANGES BENCH MARK COUNTY OF SAN DifiS0 TRACT NO. 4421-1 No. DIWIPIS°n Agreed by Date \ i{l(G DESCRIPTION: ATE e« 1/ lj� App.orwd MI I m 'AS•{lt' Y /�/ � I /� W i M- 4 - P , N. s LKATWO: sumvpfON Emal MN= MMdLAOWPAfflCCl�g§Afnt T O Engineer of work: Checked h': W = sECOU Y 0c, v I m W i/1 L =/59.79' 121 = 4P.ti(B' f�J'KC. P/. EL. 249.30 NOTE: TOP OF CURB IS LEVEL WITH a =/o sz'14" a�.6� u v '. UlYLES 5 .514OW/y OTHERW /SE. ti 5 % — Z46- 244_ � h PROF &E: CUL ,QE SRC °N a � v � S� I&, F 6�DE � 0 k 4 Q M C OVER PI ?o 3 -S 3 % woo op of • .it iF i /� \ 10 A/. AMY A ..30c�P/4+G1 / R� 2�fU, ►� a M _240_ n 1x30_ � � Ear /sf ^� 1 ' E ►�`. !t � � � 1 � � C9 c� �i k� Z'7L5 1o1 EZEr! zr7As & / %YV Nz Vn r 280 VVVV Ire 4L / Pfi/RFf /3�Id1AlN� \ / r /510�G�/diPCP�4.4Citi /.OD' ^- � d ",PC°P @4.G7'.� �`' p ^h "aC W �4(� 23 0 NZ �i v ".P. no Cp S.O:� MoL 21O_ _ 210_ 2 PROF /LE' .S IMMERS42Ar6 COURT P /B "R .P LM/TFALL E' SCALE A/0,e. / " =e0'j- vETT. /" =a' '� / /� ",��P�3�E.�� zsvo9'� /e ",�c.P. O, •,�. � I S TV �N � �� r3sv -p) (135 S,C4Z4.• MI R. / " -40'd WA7 P' =B' �. Lv 0.5 ! ; � IT (2000 -OJ _ 1 /sso -n /0 // /2 /3 ~ !4 1 Na oELTAae spa. RAnum LDaTM WMAI KS am oaTAOR ref �luaw LENaTM I wbiAaiu WAIVEk ✓t RELEASE FOR DIVERS/Oal OF WA7Ee TONN J. ;9A /LEY SU/S/n/E99 MANAGEAe T�'P 'F "CaTCrI M61nI�AT D 30 84 /on/ /7 9CNGbL D /971e/CT M Noe TN PA 23 N66 °6944 "W 73.4/' H � NB3"�420 "W 94.Q7' N 5) N 0 3311 2 2 "W S /7T 1 3 NOB°Qf - p! "W •' 14 NAf•Ql'I!'" 36' /S9 .7J if ",rYM W 40' 4tw •• 92a7/' " ".'�..-.. �. A�• �,�Y (— / EAS � STNS /DDS. 1200 NO. 84- /!0045/ fJA1E 5 -1 -84 3e2' 37.52' " N - ) rr °PT33" 2es' s7a�' C J 17'j7 4 /B' .f/s/' 7 NOB°OS'29 "W 2/. S9' " 7 N /7• ,. „ ..'� N N — — V ROIJAI94RY B NO8°O5'29 "4W 231X' " s A /0939' OS °77'37" 4/3' 4O..S6' " 9 /O•��t!" 4 /e' 7G.AS' " `.... � `_��3- Z� 220 22/ 222 Z23 224 225 226 w Nr3°�c 'w /0939' " , -4A Q J 1 / /0.32'03" 3B7' 7/. /S' " l� NO3'l'03 "W 1 3/2 // " Z/8 �. N bj NO3 ° / /03 °W //4.43' V /2 I NO3• / /Q! "/V 11443' •' I - — C.O• 'PEA 2go S Z / o� Z N 44'37'45 ` /B7' /4666" n I /3 13,y.ss'J7" I 2 /B' 40.OB' .. 1 -q Z.l N N I 9 13p *A S 'J7" I /St' 334c' s' Z4 - � Z/� o Z /!� N h X r: �� 1 /s 1 79°20'/!" I 30' 88.40' 1 LOT �'�, IV �Y -9 Z/Z Z13�2/4 I s w s� ` 2� a ��R I " 1 0. Q , I /i I /07°?! d/ I 30 46-24y I �z ��,,� PEA ZID ZII o 8 � o I i w : T I °� �}� / ,� /�� I NGI9'Ctf't�SM' 1 66zs;1 �I II �' ( � p7 Z v, �`� + `'''� s y tvp r— �� `c\ �/ �p } ` t, t woe°as�"w 1 132o.7i Q N/7'7'37" I 2 3 °..,. :: � • ': _ /1 _ ,. Y , 3 h .,o A � t� 43Q6' IV I I /09.38 I " I SEES/dEET \ ice /,I,� b �dlv W 5 � 1 o3°i�03 "iv I x707' I N No. // �, - s / C m rn I SE'yEJVT = X70 3 12 0°4B'. " I 2aa' 1 72.64'1 " I >�\ I I �I �� I ZL. S . = •: • ' a N Q. I , � a' � NOB °QS'29 "l'V I 1 320.7/' I /O ",4l'P ° / � I / it t S 3737 1 390' 1 3B _w I I N/3 °4306 'W I I /09.39' I ,. pjQv / Qom' � °32'03" I 4/O' 1 7.5.38' 1 M �sl� , No3° /r'03 "w I I //4.43 I u uj W 1 r,. �`• C. 1 S °°� hl�e �� /x' �.7AIO/ B� p ,� ' W 1 ¢e •oz ice' 12/0' I /�o.o� ► �, V " '. 0 z. U I � I I z9 5 1 s 24 W T � C s s `8 1 ��,� L� / �y xD�x1 \ /df34.�7 1uMM C7 �� rL/ ry x 24+59.75 SuMMEei,' /LL ne. I 1 1 I D, +r \ Q�� le C WIC D//T// ic irme z_ .014 4 1 I I I v /O'L>KA /Af�16E ��R�P. s °� II `' I� � D =/O °32'03" D= 17731' o - ' R= 449 iPs 2�' 'USE (a5 PIPE LENGTHS. _ u� I 7354' - 17731' C �!�@� 310.88 W i 'A ti z t► �\J v �I� Qn 195 T =8 L'S ° AI CONTA \ z Y s \ :�� ! �' ! 19 8 N /97 " „ �" AS BUILT " P VA ouNTr OF SAN DIEGO T J d N l99 / r `� a w SEE G QN � u L. vl� 2 02 d 3°3737 v �� LEUCADIA WATER DISTRICT I /O I Dl�itiwlrlleNroFPUeucwowlcs I sHZTS I W 41 2 I C = Ll _ /1- PLANS FOR THE IMMVEMENT OF: 1 v "- J N GI 3ELHART ZZ Z p 4 2D3 pR/ qTE STOA A ORAIN T /9. �� /2� 2' SCALE / - 40 SU MMER 0NO COURT 6RA0 /N6 /CLANS A � ° 33 Z Z Z � N I o COUNTY APPROVED CHANGES BENCH MARK COUNTY OF SAN DOW TRACT NO.44t1 -I _ � `\► ti o No. MotriRlioe A„roK/ ►y lilo , DESCRIPTION: r E .wadM e« rorai: � l.T " -4 �T��/ A °.w / ' AS - BU I I�f/llYrlr i P ` c '�' °" PLAN°' MMER G RT PR � iecATwN: � � �v A -a ■ n a caa cA u o�csl EcisioN N � DETAIL : ORB lI bLET ,,..°r., �..,: ��.�k.. � J' C 2 1984 W w i 198E Ar .3EE .wmr stw Ww ac un=W. - r4 " . NO SCALE DECONO FINAN: 1 I I R. s. A• TM.442I I MIG *f 1 Acro. °i° ELEVATION:/ DATUM- WAI R. c. E. I L'!tI i WN JOB NO. OM FILE 0. I I - I - T�t -i--- - -4- t . .... ..... .... ?05 20 Szj t 't 1 Nu wj A 5"q PLA'�Iv- %%AS— BUILT" LEUCADIA WATER DISTRICT LHART E COUNTY APPP40VEO CHANGES BENCH MARK no. Description Approved by 08" DESCRIPTION: M2 11 P/N //V M66LevzC BU I LT ZL " AS t 7 fG LOCATION, ass mlLis/�WAf IN7 a 4W/N,QA "NeAV SAVT4Ad 11AUr &ICA" MA RECORD FROM: ifk�Z?IAITY O.0 61,07,f ELEVATION: DATUM: e. & 4. L -92AL L- / // Z' do, Lu PRIVATE CONTRACT ''Ann SHEET I I COUNTY OF SAN DIEGO h 12 DEPARTMENT OF PUBLIC WOW S S HEETS PLANS FX THE IMI'?DkIEMZNT OF V, eo OFFIVTE SEWER MAIN DOUIFY OF S4A( DIE,90 7;?AOT NO 4 Lfij to Approved 'i6f S MAN R. J. DINNIECTON OF PUIpLIC WOMS fl N Holm ER ll fmqiwow� �o: fwwk c z"Int'. r 4411- ZTT . W01 N.L. u. T. 433 RIfy -1101B MO. '0925 FILE NO. SEWER LATERAL TABLE , MIN. SEWER LATERAL TABLE ag•, MIN. SEWER LATERAL TABLE , MIN. SEWER LATERAL TABLE a MIN. LOT INVERT DEPTH LOT IATER,4l INVERT DEPTH INVERT TOP OF INVERT TOP OF LOT INVERT IATETiAI INVERT DEPTH TOP OF LOT INVERT TOP OF INVERT DEPTH ELEVATION CURB REMARKS ELEVATION CURB REMARKS NO. LENGTH E'LEV. �� k ELEVATION CURB REMARKS ELEVATION CURB REMARKS NO. OF MAIN LENGTH EL.EV. OIL 0 It ELEVATION OF MAIN ELEVATION NO. OF MAIN LEN E (00 _ ELEVATION NO. VF µy0 . *k 0 IL ELEVATION / 265! 59 30 266.99 :5.51 27Z. W8 3y*87,98 -r W "P. YC. A YO 276.75/ Z8' Z80.39 5.5' 285.89 /0477.7 y "PVC. 87 285.47 Z8' 289.59 5.5' Z75" ZO *01.3& „ 1Y "PY C. 1 302. &7 ZS' 305.33 5.5' 310.83 /N4 /3. Z5 -V Y.C. 2 2 615. 30' 268•/ 5.5' 273. & 3W t36o, 98 5' "PKC. W/ 277.5 25' 280.93 5.5' Z66.W3 10 +95.8 1 4 1 1 'elC. 88 288 ZS' 288.19 5.5' Z93. 20-57.23 lyl 302.75 ZS' 30541 5.5' 310.9/ /31-. 5,0.47 5/ "P. KG. 3 2(0(0.0(0 30' 2 &9.82 5.5' 27 3Yr/4 ^-Y"P.v.C. LIZ 278.77 26' 282.91 5.5' 287 9/ 1/- 1 `V "PVC. 89 Z8y.01 Z8' Z97,,47 5.5' 29 Zot&&o 17 z'V ".'yC. PVZ 3OZ.5Z 28' 305.2'9 5.5' 310.79 151-35,45 "Y "PV.C. N Y 267.0$ 30' 270.7/ 5.5' 276.21 33 +63. •- 41 "P. Y.C. 4 13 279.47 Z8 283.09 55 288.59 11446.22 ~ y "PVc 90 Z83.of Z8' Z86.1y 5.5 Z9 /. z/t37/7 L y"RI!C. /y3 301.85 Z8' 3oN.7Z 5.5' 3/0.22 /Z +946. 4/9 y "a. ✓.C. 5 Z69- 30' Z73. /3 55' 278.603 33 t/Z.W4 ^ 1 / "P. V.C. Ny 281.10 Z8' 284.7! 5.5' Z90.Z1 AZ* *fa y "P. KC. 9l ZBZ. 57 Z8' Z85.6/ 5.5' Z91. 2/4- y"PY•C. 0- /yN 301.08 28' 303.78 5 5' 309.28 /Z * 4 1 5.4191- y "P. /:C. G 273.57 30' Z76. Z3 5.5' 28/.731 3z f N "Pl!c. 415 282•/8 ZS' Z8 5.5' Z9/OZ /2 4 50.2(0'+- 4el"P ✓C. 92 261.57 Z8' 285(•09 5.5' 289. ZZt1117 V11pil.C. !415 300.76 ZS' 303.5/ 5.5' 308.90 /ZfZy. elf ✓.C. 7 276.2/ 130' 278.8315.5' 3ZrZO.2 '1 "P. V. C. 467 283.8/ 28' ZS7. /y 5.5' 292.61 /31-08!85 5' "P. ✓.C. 93 280.34 28' Z83•ZO 5.5' 288. 1-36, - `/ "P.l!C. W 1y4 300.03 28' 302.51 5.5' 308.01 l/i76.yZ r'/"A. ✓.G. 8 2 798 4 / 130' 282.5715.5' 3/ +6G.7W y' p. y. C. 1 1 7 28 7-8' Z�7.89 5.5' 293.39 /3-2780 --- 4 "ev,G, 911 Z78./1 Z8' 28/•13 5.5' 286. 22- /- 70.9co ^- V"" ? 1y7 299.7y Zd' 302./5 5.5' 307. b5 /!45`.9y q"P. ✓C. 9 Z82.(OZ 1 30' 285. 5.5'1 290.931 31 + 25.85 - Y " P. VC. 4 286.97 37' 289,53 5.5' Z96.03 /31-83. o9 ^-4" 0 V (:. 95 276,8(0 26' 27'1.92 5. 5' Z85-4Z 234 27 ° 41 "' (1) / y 8 Z99.05 Z8' 301.31 5.5' 306.81 /l 1-/1. Z7-•- Y "P)"C. /0 Z8G.361 30' 1 289.171 65' 1 Z95! 671 30 7Z. 39 Y "PVC. 41 Z86,13 37' 289.79 5.5' 294.29 /319/.75 - 4 11 PVC, 9Co 274.79 Z8' 277.97 5 5' 283.47 23171. Z7 Y "PYC. � / Z98 .76 ZS' 300.95 5.5' 306. /0 * W. 99 - V "P. Y C. 288.63130' 1291. 57-15.5' 297.021 30-38.83 Y11,.VC. h 50 287.27 Z5' Z90." 5.5' 296.10 14*19�~ y "PVC• 227 270.16 Z8' 272.96 5.5' Z78Y6 Z54-03.97 y"PYC. /30 298.03 28' 300.05 5.5' 305.56 /0 4- 4 13.39 C. 1 1 1 1 lV 5/ 287.47 ZS' 290.83 5.5' 296,33 /4427af - ' - y" FYC. ZZ8 Z(o9. Z8 Z8' Z7/. SZ 3.5' Z77-OZ ZS 1-8/9.55/ 1 1 "/?l!C. 1 29Z. ZO� 30' 1 Z95.Oy15.5' 1 3810.5411 Z94-86. v "P. ✓.C. �L1 52 288.29 3 29176 5.5' 297,28 14 4- 58.73 -,- 4" P.v'C. 229 269. Z5 Z8' 27/./9 5.5' 276 &9 25t&Z. 97 y ".?YC. /93 2570 Z8' Z &0. - Z 5.5' 265.70 / d/9. 97 -r y "1 151 298.09130' 1300 .W813.5 1 1.305.98I z0 +88.82 -y y "P. V.C. 53 288.98 28' 292.27 5.5' 297.77 1 4 1 1-75605 y Y "P. ✓.C. 230 ZG8 .36 ZS' 270. 5.5' 275.95/ Z &*08.Gyyy'1-'dC• 19 255.17 Z8' Z58.W8 55' 263.98 /3 4-96. 97 r41 "Pd.C. 152 300.Gy130' 1303.1815.5'1308.691 281-37.82 y "P.VC. 55/ Z90.7-& 28' 293.69 5.5' 299./9 15tZ6. &5- zl ",4 KC. Z31 26754 Z8' Z70.Zo 5.5' Z75.70 Zlot36.2o - V " 195 25 Z8' Z 57 10 5.5' Z &Z. 93 /3 ;73.96 1 ! "PVC. 153 301. 9y 130' 130 5615 "5 /13 /0.061 281//.87- Y / 55 Z90.8Z Z8' ZSay, Z7 5.5' 299.77 /54-1/9 05 1/ "P. i!C. Z3Z 267,25 28' Z70.00 5.5' 275.58 Z64 53.07 ti `"'Pt!C. /% Z5Z.5Z 28' 25507 5.5' 260.57 /3 t 25. 38 y . ..C. 15W 3o W9 30' 1307.Z815.5 Z To 40.SZ ~ 4 1 1 'P.vc. 54 292, /0 28' 290,55 55' 301.05 1& +00.05 .9 Z33 2466.55 28 ZG9.8 55' 275.30 Z& +90.07v y C• /97 25/35 Z8' 253.9f 5.5 2 59 9Y /3*OZ- 7 1-v9`'i0'YC• 155 305.7 30' 13086015.5 /.09' Z7*35.6Z 4 1"R V C. 57. 292.67 Z8 296.11 5.$' 301.61 16tZZ. &5 y "PVC. 23 Z(PG. /O Z8' Z69y1 5.5' Z7Y•9/ 27-8'/•07 C. /98 Z 28' 05/.31 5 -5' Z5(o.87 /21 1 1"PrC. 156 308.291 301 31 1.Z V 1 5.5' 3/6. 74 Z& t8Y.8Z z y "P Y,G. 58 29 7-6 ZS' 297.38 5.5' 3OZ• 88 /(0 +73.65 / "P.YC. Z35 Z66.0Z ZS' Z G9.Z6 5.5' Z7y 76 Z7-1 ,o& -r Y "v. IrC. /99 2y7. 55 Z8' 25 5 4 2 v 0.1 .5' 255.6 /2 6.7/Z " �° YC. 157 309. 419130' 3/2.2915.5''317.79 ZG +60.62 Z y "PVC. 59 29 28' 29785 5.5 303.35 /O +26.21 Y''v.✓.C. 236 265.83 Z8' Z68.9 3.5' 2741,5/0 Z8*07,151 y "PY.C. 200 2 Z9' Z9`7 59 5.5' 253.09 / / 4 75.7/ 11 "Rl/.C. 158 3//. 1 30'' 3/ 1!5. 51 1 319.61 1 Z * /O. sl r'1- "p. YC. //2 ZlY.. 69 Z8' 297197 5.5' 303.37 /O+ 27.07 � v "PVC. 19Z Z65, 90 Z8 ' 2_69.0_3 5.5' 27 27-81-.10(0 v" P. l!C. 201 Z'15.64 28' 2 3.5' 250,!9 //*".7/ V "P. ✓. C. 159 311.93130'1311.53155'1320.031 25 +90.8 /^- Y" Pl/c. Z l9/ ZG6.1/ ZS' ZG9.4/ 5.5' 271.9 37.18 5/ "P. Y.C. ZOZ Z Z8' Z 5.5' 250.24 11*16,71 4 ✓ "PVC. / &O 31220130' 3/5.35 5.5'320.85 ZS.t yY.WS 4 1 "PVC. w Z95.8o Z8' z 9 ./Z 5.5' 30y.6Z /0477. Z/ - 1/"Pl!C. /90 Z66.Z5 Z8' Z69.72 5.5' 275.2- ZN -00.18 y Y "P ✓C. Z03 239.67 z8' ZVZ. 9 5.5' 2119.41 10-74.71 L V "1°eC• l6/ 3/Z.47 30' 315.61 5.5' 37-/. // 25+/0.6/ - y",o %C. 6F/ 296.30 Z8' Z99, G9 5.5' 305. /9 11 +00.Zl� 1 1 "P. ✓.C. 189 2&6.62 Z8' Z69 "84 5.5' 275.34 26-85,18 5 ' "'°�C 20 Z 371 &V 2 5.5' 2 101-2/.7/ y "Rl!C. F� 162 3/2.88 1 30' 1 315N6 5.5' 320.96 2414 ti 1 / "P.Y.C, 62 297 Z8' 300.96 5.5' 306.14 11451. Z/ y "PYG. /88 Z67.50 28' 270.17 5.5' 275.67 264- y/. 1/7- 005 236.32 &8' 2110.1 5.5 Zq3. 6 /O *OZ• z5.1, V • C. �) 1&3 312.98130' 13/5.31 5.5' 320.81 Z "PY.C. G3 Z9793 28' 301.53 5.5' 307.03 /117 V /87 ZGg70 Z8' Z7011 5.5' 276.41 7-5 -7,6.89 =Y"Pl/.C. ZO( 231. 4 /9' 239.3 5.5' z51y8 9 +72.25 -- 5 "oY.C. / & 5.5' 3/9.92 23+98.09 4 / "P. ✓.C. CO 29905 28' 302.6/ 5.5' 308./1 /2 +25.2/ 1. 4/ "PV.C. /86 269,8¢ 7-8' Z7Z. 5.5' 27744 2 5-2142 ^�5"'/�l!C. 207 2 36.65/' 28' ZYO.6 55' 2 /0 /04-08.5 y "P.l!C. /105 13 //•/7 30'13/',/.01 5.5' .319.51 Z3 &3 65 299.5'1 28' 302.97 5.5' 308. /2 * y "p.I!C. /85 27/.41/ 7-8' 27 5.5' Z80, Z3 Z 4 /4 57.58 5/ "P!!C. 208 239./9 Z8' Z1/Z.38 5.5' 2 /O t59.5 '/ "P.dC. /4(01309.0 3D' 3/2. 5.5' 3/7.93 231- 36.27 41 "P.14 C. 466 300.37 28' 30:1P.53 5.5' 309.03 /Z 1-98.2/ -r 4/ "PVC. 18 Z72.Z9 Z8' Z75.55 5.5' 281.05 21 +36.3 & r y "P.YC. Z 2 4 / O.Y7 7-8' 213.31 5.5' Z R/ /0 *85. 5 1 ! 1 "P!/ .C. 1671308. /ZI30 31708 23 * y " P. YC. 67 300.116 Z8' 303.6 5.5 309.141 /340. Z1^- 4 / "P. YC. /973 27 Z8' Z77.51 5.5'283.0/ Z3 *85.3&- - "PYC. Z/O ZY3.OV Z8' 2 251.13 / /*310.5 "P.I!C. /608 1305.98130' 1309.Z1/15,5' 311.7'9 ZZt109.91 q/ R.. Y. C. 68 300.72 Z8' 30 .#. 5.5' 309.19 /34- 68. 1 1'•P.1/c. 18Z Z75,21 28' 278.35 5.5' 283.85 23tG3.Z7- 4111R11c Q 7-11 Zyq.3y% Z8' Zy6.93 6..5' Z5Z. / /4- bZ.5- 41 "P.I!C. 169 1305.031 30'1308.OZI 5.5' 3/3.52 ZZ•tY9, ZZ Y "PY.C. (09 300.82 ZS' 30P.& 5.5' 309./0 /31-90•Z1-r y "Pl!C. 181 Z77.Z5 28' 280.3/ 5.5' 285.8/ Zit /Z. Z7- + -5i "P. VC. 2/Z 2 219. 5.5' Z 5 /Z 4/3. 5 '/ "P.1/,C. /70 (302./21 30' 301.8/1 5.5' 310.31 ZZ +00. 31 1/ "P. Y.C. 70 300. Z8' 3 5 11 1 11(0 0$.05 .5' 308.55 /9/ Z/ r Y "PYC. /80 Z76.o3 ZS' 281-06 5.5' 286.5 - z 5 4 ZZ 9Z. 79 iP!/. C. � 213 2 /9 Z8' 250.78 5.5' 256.2 /Z 4 39.5 Y "P" KC. /7/ 300.39 30' 3OZ.91 5.5' 308. W6 Z /t7Z.3 /ti Y "P.I!C. 7/ 300.0/ ZS' 302.7/ 5.5' 308.2/ 4/ "PYC. /79 279.9 7-8' 282.89 5.5' 288.39 Z2 +115. /Z - . - y "P'KC. Qj 2/ 250.7 Z8' Z53.3' 5.5' 258.83 /Zt CIO. 5 , :�Vxc. 172 Z97. Z/ 30' Z99.58 5.5' 305.06 Z/ #2/.31 41 "P.Y.C. 72 Z98.&wa ZS' 301.70 5.5' 307.20 15 -1797 4 / "P.YC. /78 280.89 Z8' 283.81 5.5' 289.3/ 2242/.2& - r 4 / "RYC. Z -Z/5 252,82 Z8' 256 5.5' Z6 /,l5 173 295.412 30' Z97.65 5.5' 303.15 Z049Z.3/ 41 "P'Y.C. 73 298.55 ZS' 30/.3/ 5.5' 306.81 /5 #33.72 51 'PYC. /77 282. 28' 285.77 5.5 29/.27 21 +70.2 &^ - "P.YG. 2 /1-0 21338 28' 256,18 5.5' Z4188 1741 Z97.26 3o' 29y.Z7 5.5' 299.17 ZO *1113 1 1 1 'P.Y.C. 741 297.5& 28' 3(0.19 5.5' 305.&9 /5178.1/6 ti Y "PYC. l7& 282.83 28' 286.61 5.5' 292.// Z / *519•ZG- 4 / "P.KC. 217 Z55.07 Z8' Z58.38 5.5' 263.88 /3t96p.Z(i+- ✓.C. 75 Z97 27 28' 21-9.86 5.5' 305.36 15 * 9/. 6Z 1 Y "PYC. /75 283.81 28' Z88.57 5.5' 2941.07 ZO 4-.97. ZG y" RYC. Z/8 256.9/ Z8' 2600.12 5.5' 265 (,Z /y t 1 17. 26 z 4 1 "P. YC. 1 710 29589 28' Z 8.71 5. 5' 30 / &4-3 &.3(0 5 Z/9 I Z57.78 Z8' 260.83 5.5' ZGG.33 14¢72.32 / 3 Z 9&.09 28 298. / 5.5 303.69 /G*02.7Z 4 / P . /41 Z9(0. N 28' 298.57 5.5' 305! 07 /60 4-51.5Z" 1 "PY.C. 77 295. Z8' 2+98. 5.5' 303.9! 16 + y "Pl!C. A 113 298.0(o Z8' 300.06 5.5' 305.56 /O 1' 13.75 ,- W" P ✓. C. 2 - W I Z 59.52 Z8' 262.22 5.5' Z47 7Z /54- /7.94 ^ - v "P. 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J /l/ 295.82 7-$ 299./ 5.5' 3o !04-78.07 -r 5"'P!!C. /37 298.89 ZS' 30 /. 5/(o 55' 30(0.96 /5 +59 V5 1 /" RYC. 1 I 1 38 274 1 15' 278.3915.5' 1283.89123' -0rorn 5ov & R ' I I I W y'P.YC. 138 300.38 7-8 303.52 5.5 309.02 /5 + 041 &5 41 P ✓.C. 39 27 99 5/7- 2719.96 1 5.5'1 ZBS! 5 Z8'>< R 1 y "1'l!C. r /39 30/.30 ZS' 30 5.5' 309.98 / (0$. 09 -L V "P 11C. 1 1 ( 1 1 v v PRIVATE CONTRACT d J /Z = SHEET COUNTY OF SAN DIEGO < < Z DEPARTMENT OF PUBLIC WORKS SHEETS PLANS FOR r/./,r /MF1?OYEMENT OF: 0 SEWER LATERAL TABLES E:, - SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK r LION COUNTY OF5 IEGO TRACT 90.1421 -I \ W N Dewiynon ApPro by Date / /Z ' /141 /N CQ ' " " t , p r,nC / " AS-BUILT " -- DESCRIPTION: �\ R mmw,� dd fo Prov1 A pproved / 2r FOI¢ R.J M/ISSMAN H L0CAT10N. 0.85 M /LE5 FROM //y T. EL CAM /N0 OEL NG!? SUBDIMISION ENGI EE ` DIRECTOR OF PUBLIC WORKS MIL; APPROVED BY APPROVED BY: fi RA/YCHO54NT14 FE A 7 a 90 1 1We3r"F FA9NCE C0"4FR Enyin rof.vork � 1133 CbsM.d b RECORD FROM 5AN01FGO COUNTY O.C. 0075 s v I ' L a i ADD•OViI date'. 1 �/WI / 9 DATE _ - _ DarE: ELEVATION 90. 27/ DATUM US. C. �G S . TATL. WAl R. C. E. 2 Co �ITT� � W CL. FILE N0.