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2003-7893 I (Plans)ULI�LI \/1L ITV ILJ V. VV/Y /OF SAFETY ✓IIALL n1,g THE A IWORK. IlYV I LI \(Ylll l (IVIYI lI /L VALII V/ \IY /A LWD SEWER NOTES CONT. PROPOSED 30 PRIVATE ROAD EASEMENT PER FINAL MAP DIVISION OF SAFETY FOR ALL TRENCH WORK. 15' 15' 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC WORKS 7 INSTALL FIRE HYDRANTS 25 FEET FROM FACE OF CURB IF NO SIDEWALK LEGEND STANDARD SYMBOL QUANTITY FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY EXISTS, OR 7 FEET BEHIND WHERE SIDEWALK WILL BE CONSTRUCTED. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH 12' 3' 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS SUBDIVISION BOUNDARY 5' WIDE GENERAL 3 12 ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINT IN WATER MAIN. ENGINEER IN ACCORDANCE WITH ON SITE EAR774WORK SPECIFICATIONS AND 7HE LWO ER UTILITY ESM'T. 5' STANDARD SPEC. J. APPROVAL OF THESE IMPROVEMENTS PLANS AS SHOWN DOES NOT CONS777UTE 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF �P�O so ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. PROPERTY LINE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. SEWER ELEVATIONS SHOWN ARE INVERT ELEVAIION.(LE.) INSIDE BOTTOM OF PIPE. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER SEWER LENGTHS SHOWY ARE FROM CENTER OF MA HO TO CENTER OF MANHOLE. o m ?! 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET NS7RUOF- -WAY SHALL BE LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS r Go '' 0 M9I 2g 2X CONSTRUCTED CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, RIGHTS -OF WAY PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN dp W 2X 2,$ 1� CROSS GUTTER AND PAVING. OF ENCINITAS WAY. THE WATER LINES ARE ACCEPTED AND A COPY SENT TO WRITING PRIOR TO CONS7RUC110N RIGHT -OF -WAY eOb tiR~ 1 !A ,\ r o \ \� ��. MqY 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN THE SAN DIEGUITO WATER DISTRICT OFFICE CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND ��1S�aa * 5 ooa 0 ° ° o ° 0 00 ooi������ ON THESE PLANS WERE OBTAINED BY A SEARCH OF 7HE AVAILABLE RECORDS TO 11, PRIOR TO AWARDING WATER LINE CONTRACT OWNER SHALL ADVISE SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE 6" AC BERM PER G -5, �G \ \ice \ \� -> �� \ \� \\ THE BEST OF OUR KNOWLEDGE, ]HERE ARE NOT 01HER EXISTING FACILITIES PROSPECTIVE CONTRACTORS TO OBTAIN AND REWW CURRENT SAN DIEGUITO WATER ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL EASEMENT LINE �\ \ i` \ \ \�� \\ �� EXCEPT AS SHOWN ON THESE PLANS HOWEVER THE CONTRACTOR IS REQUIRED TO DISTRICT'S SPECIFICATIONS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT TYPE A. 1YP BOTH SIDES % TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN t C4 AC PAVEMENT & BASE PER SOIL ENGINEER HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE 12 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET INCLUDING COLLECTORS AND EXISTING CONTOUR -- ' g'r r° 9w R -VALUE TESTS U.N.O. MINIMUM SECTION PLANS HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. LATERALS UNLESS 07HERWSE APPROVED IN WRITING BY ITe DISTRICT. TRENCH SHALL Z ` M c� N o s r TO BE 40 AC OVER 60 CLASS If BASE. 6. LOCH TION AND ELEVATI BE BACK7ILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 0 ON OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE u.1 x m - 4 T INDICATES ELEVATION PER PLAN TRAFFIC INDEX = 5.5 SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW 13 FILL AREAS MUST BE COMPAC7ED TO 90% PRIOR TO PIPE INSTALLATION. THE CONTRACTOR SHALL PROJECT ALL SURVEY MONUMENTA77ON. IF ANY SURVEY EXISTING ELEVATION Z X w N `r `� `7 r a WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING MONUMENTS ARE DISTURBED OR DESTROYED, 7HE CONTRACTOR SHALL RETAIN A W N o o' °9 z r UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUC770N TO PERMIT 14. APPROVAL OF THIS PLAN BY S.D. W.D. DOES NOT CONSTITUTE A LICENSED SURVEYOR TO RE- ESTABLISH AND RECORD 7HE MONUMENT CHANGE PER ; S �► t $7S r r- c PRI VA TE ROAD CROSS SECTION REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL REPRESENTATION AS TO THE ACCURACY OF THE LOCA77ON OF, OR 7HE EXISTENCE STATE LAW. v a w m C -0 o u- $ T' LOCA110N OF EXISTING FACILITIES OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN W rr --11 N. TS THE LIMITS OF THIS PROJECT. A MINIMUM OF 12 INCHES VER77CAL CLEARANCE SHALL BE PROVIDED BETWEEN THE NEW CONTOUR i 9 aq 3 0 u SEWER LATERAL TABLE 7. THE CONTRACTOR SHALL N077FY THE SAN DIEGO GAS AND ELECTRIC COMPANY SEWER PIPE AND ANY OTHER UTILITIES G W tA W z PRIOR TO STAR77NC WORK NEAR COMPANY FACILITES AND SHALL COORDINATE HIS 15. ALL EXIS77NC FACILITIES WHICH MAY EFFECT FINAL DESIGN LE. LINE N Sj W LOT I SEWER INVERT 0 LENGTH DROP TO I£ LA 0 LAT. TOP OF DEPTH 0 WORK WITH COMPANY REPRESENTATIVES CROSSINGS LINE PARALLELING OR PROPOSED CONNECTION SHA #E FIELD VERIFIED. SEPARATION OF SEWER WATER AND SEWER RELCAIMED WATER SHALL COMPLY NTH Z Jv 7 e 3 STATION MAIN MAIN PL SLOPE CURB ELEV. PL ALL EXISTING OR PROPOSED UTILITIES CROSSINGS OR WITHIN 10 FEET OF PROPOSED D/ NEW ELEVATION = p Q w LW) SID DWG S -2 AN WITH ALL COUNTY A D STATE HEALTH DEPT REGULATIONS _ p[ w 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER N t o 1 ' +89.89 108.86 14' 1.2' 111.12 769 116.12 5.0' STAR77NC WORK NEAR COMPANY FACILI7ES AND SHALL COORDINATE HIS WORK TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE v Z .1 r C 5 N WITH COMPANY REPRESENTATIVES NOTICE ALL 7ELEPHONE SERVICES WITHIN THIS DISTRICT DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR v. o a $ z Z d 2 3 +69.50 129.20 11' 1.2' 13202 14.79 139.52 7,5' PROJECT BOUNDARY ARE UNDERGROUND INSTALLATIONS " FOR LOCATION OF ALLOWED TO FLOW TO EXISTING SEWER UN77L AFTER FINAL ACCEPTANCE OF ALL NEW SLOPE 21 MAX. 04 Us 3 g z CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. 16. WATER CONNECTONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN Q J UPSTREAM WORK BY 7HE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. r �n p 3 4 +41.57 130.47' 17' 0.3' 131.11 2.09 145.05 13.9' TELEPHONE: 1 -800- 422 -4133 APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION � Q w BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY S r vJ v 9. IT SHALL BE 7HE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT REPAIR MAINTENANCE ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN DAYLIGHT /SAWCUT LINE o Z r' -ii -i- - - - u7 y 4 4 +34.70 130.40 18' 1.2' 13567 2269 14317 7.5' AGENCIES ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST AND ANNUAL TESTING OF BACKFLOW DEVICES ARE RESPONSIBILITf OF OWNER. UNLESS 07HERNSE SHOWN AS APPROVED BY LWO ON THE PLANS p 5 4 +03.92 129.97 126' 1.2' 136.66 4.49 144.16 75' OF RELOCATIONS, IF NEEDED. A 2 -INCH HIGH S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LA7ERAL 17 MINIMUM HORIZONTAL SEPARA77ON OF 10' REQUIRED BETWEEN FIRE HYDRANTS LOCA77ON BY THE CONTRACTOR. DIRECTION OF FLOW ® a 10. ALL TELEVISION SERVICES W7HIN THIS PROJECT ARE UNDERGROUND AND SD.G. &E. VAULTS < < u D INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTANCES CONTACT A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE w APPROPRIATE COMPANY. 18. UTILITIES TO MAINTAIN MINIMUM 5' SEPARATION WHEN PARALLELING WATER SHALL EXTEND UP TO A 2'" COPPER TAG 17ED AND SOLDERED TO THE WIRE. THE TAG SER VICES 11. 7HE CONTRACTOR SHALL REQUEST A PRE - CONSTRUCTION MEE77NG FROM THE OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL EARTH BLADED SWALE CITY ENGINEERS OFFICE AND SHALL PROVIDE AT LEAST 48 HOURS N077CE FOR 19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCATE ANY EXISTING LOCA77ON JUST BELOW PAVING THE TAG OVER THE CUSTOMER END OF THE LATERAL SUCH A MEETING. PHONE NO. 633 -2770 12. PRIVATE ROAD IMPROVEMENTS SHOWN WATER FACILITY (F.H, METERS, VALUES, VALVE BOXES, ETC.) THAT ARE EFFECTED SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED B HEREON ARE FOR INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES BY ITS PROJECT AT THE POINT OF CONNECTION. MANHOLE r' CONCRETE CROSS GUTTER SDRSD G -12 1209 S.F. NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR RIM CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS (IF APPLICABLE) NOTICE- ALL 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS LINING, ___ ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE UNDERGROUND WATER PIPES REMOVED FROM 7HE GROUND WERE DISPOSED OF IN A MANNER AND COATING THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CON77N000S 6" PVC A A ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION BEARING AND PREVENT UNEVEN SETTLEMENT PIPE SHALL BE PROTECTED AGAINST i INSTALLATIONS " FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND FLOTA77ON AT ALL 71YES OPEN ENDS OF PIPE SHALL BE SEALED AT ALL 77MES WHEN PCC DRIVEWAY SDRSD G -14 480 S. F. PIPEa } FLO -GARD PLUS APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE. 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS W /7H CONS7RUC7/ON IS NOT IN PROGRESS. L -- -- - - - - -� J ) 1 -800- 422 -4133 HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED - (SEE DETAIL B) ALIGNMENTS IN B07H HORIZONTAL AND VERTICAL DIRECTIONS DO NOT BEND PIPE PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE SAN DIEGUITO WATER DISTRICT WATER NOTES BETWEEN COUPLINGS SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. ASPHALT CONCRETE PAVEMENT PER PLAN 10,214 S.F. 48" LONG X 3" HIGH X 6" �- B END FOR USE WITH DEFLECTION COUPLINGS USE 9.5 -FOOT PLAIN END PIPE CURB OPENING 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED LENGTHS NTH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS THICK WEIR ACCORDING TO THE STANDARD SPECIFICA7ONS OF THE SAN DIEGUITO WATER FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII WATER JET77NG SHALL NOT BE ALLOWED. FLO -GARD PLUS DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A BETWEEN 270 FEET TO 560 FEET USE AN INTEGRAL BELL END PIPE LENGTH JOINED TYPE 'G' CURB & GUTTER SDRSD G -2 176 L.F. -- - - - - -- -- - - -T- _ PERIOD OF ONE YEAR AFTER THE DA 7E OF ACCEPTANCE. TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD.USE ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. _ MODEL FGP -8CI (ST 1 +47.82 DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS L� - SLY INLET & 6P -6Cl STA 2. UNLESS OTHERWISE NOTED ALL CONNECTIONS TO EXISTING MAINS WILL BE COMBINA77ON THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY 1+47.61 - NLY INLET ( TO 1,150 FEET PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS MADE BY THE CONTRACTOR, TINDER THE SUPERVISION OF SAN DIEGUITO WATER LWD WILL BE AT CONTRACTOR EXPENSE. ASPHALT CONCRETE BERM SDRSD G -5, TYPE 'A' 709 L.F. SEE DETAIL 'B' ) DISTRICT AFTER PAYMENT OF THE ES77MA7ED COST BY 7HE OWNER //DEVELOPER. SPECIFICALLY AUTHORIZED BY THE DISTRICTS REPRESENTATIVE - -' -- 1 ( CONTRALTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR MANHOLE BASES SHALL BE MONOLITHICALLY PLACED FINISHED AND COMPLETED AT HIGH - LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOW . LWD SEWER NOTES TIME OF PLACEMENT. GPK PRODUCTS, INC. OR APPROVED EQUAL MANHOLE ADAPTORS STREET NAME SIGN SDRSD GS -13 IE 6" OUT 120 PVT SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION SETTING OF MH RINGS SHALL 1 EA. 107.95 STORM 150 PVT STORM 3 WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT. PRIVATE NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE A -A STORM B -8 DRAIN PIPE PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CEN7ER LINE FINISH GRADE OF ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DIS7RICT ENGINEER APPROVAL. STREET. ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION TRENCH RESURFACING CITY OF ENCINITAS STANDARD DRAWING 43 L.F. DRAIN PIPE 60 PVC PIPE TO �7 NOTES.- INFIL IRA 77VE BMP 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. ALL DESIGN, MATERIALS, AND CONS7RUC770N WORK SHALL CONFORM TO THE Leucadia JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE ;A 2" BY 1. REFER TO SDRSD D -2, TYPE B -1 FOR CHAMBER Wastewater District LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE 2" E CPS-210 BUTYL RUBBER PRESS GASKET RP THE FULL CIRCUMFERENCE. EQUATE. GASKET SHALL FURTHER INFORMATION 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX STANDARD SPECIFICA DONS FOR PUBLIC WORKS CONSTRUCTION GREENBOOK AND THE 60 PRIVATE PVC STORM DRAIN SDR 35 MIN. _ _ _ _ _ _ - - 45 L.F. FOR EACH RESIDENTIAL LOT CONFLICT ALL MANHOLES SHALL BE VACUUM 7ES7ED 1 BEFORE BACKFILL, 2 AFTER BACKFILL, A CURB IN DETAIL SRN' AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. HDPE BLUE SEAL = _ _ _ _ _ _ OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE 12" PRIVATESTORM DRAIN PIPE SDRSD D -60, 25 L.F. (STA ft47.82) NTS FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT CONTRACTORS EXPENSE PRIOR TO CONSIDERATION HDPE BLUE SEAL THE CONTRACTOR SHALL HAVE A COPY OF 7HE SEWER NOTES 2. & 3 DOCUMENTS ON FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF 15" PRIVATES STORM DRAIN PIPE SDRSD D -60, # 0 -- - - - - -- 41 L.F. 1. FLOGARD PLUS FILTER INSERTS ARE AVAILABLE IN STANDARD 7HE JOBSITE AT ALL TIMES. ALL OTHER UTILITIES AND UTILITY LATERALS MODEL N0. CURB OPENING STORAGE CLEAN LENGTHS OF 24 ", 30" 36; 42" AND 48" AND MAYBE ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL W1DIN CAPACITY FLOW RATE 7HE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER CU FT. GPM CFS INSTALLED IN VARIOUS LENGTH COMBINATIONS (END TO END) TO THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK BY THE LWD INSPECTOR PRIOR TO PAVING PRIVATE CURB INLET SDRSD D -2 MODIFIED T1PE B -1' 2 EA. FlT LENG774 OF NOTED CATCH BASIN. THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND //OR MATERIALS WITHIN THE ONE SAN DIEGO GAS &ELECTRIC COMPANY. TELEPHONE. 1- 800 - 422 -4133 L=J FGP -24CI 2.0 24 .97 338 .75 2. CLEAN FLOW RATES ARE "CALCULATED" BASED ON LINEAR YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO L1ND. FLOW RATE OF 140 GALLONS PER MINUTE PER SQUARE FOOT _ _ _ _ *FLO-GARD OF MATERIAL (A FACTOR OF .50 HAS BEEN APPLIED TO ALLOW QUANTITIES SHOWN HEREON ARE FOR BOND ES77MATE PURPOSES ONLY. NEITHER THE CONCRETE HEADWALL SDRSD D -30, TYPE A' _ _ 1 EA. �E PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE PRIVATE ROAD CER77RCATTON FGP -42C1 3.5' 42 1.83 67 1.50 FOR AN77CIPA D SEDIMENT AND DEBRIS LOADING . AN SEWER QUANTITIES. LLED I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN FGP -48C1 4.0 48 214 788 1.76 ADDITIONAL SAFETY FACTOR OF BETWEEN .25 A 50 MAY BE RIP -RAP ENERGY DISSIPA TOR SDRSD D -40, TYPE 2 Q 6 C. Y. FGP -5Cl 50 60 244 900 2.00 APPLIED TO ALLOW FOR SITE SPECIFIC SEDIMENT LOADING PRIOR TO CONSTRUCTION 7HE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL NO710E OF APPROVAL FGP -6C1 6.0 72 3.06 1126 251 3. STORAGE CAPACITY REFLECTS MAXIMUM SOLIDS COLLECTION REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT FOR TM 99 -150 AND THE STANDARDS FOR PRIVATE STREETS. FGP -70 7.0 84 3.66 135 3.01 PRIOR TO IMPEDING "INITIAL" FILTERING BYPASS THE COMMENCE UN77L SUCH MATERIALS ARE APPROVED BY LWD. ATTACH IN 0 " BY, (l o�� /� ___ /0-/3 U3 INFILTRATION CHAMBER STORMCHAMBER'r.8611f.X5u. /o'k 4 EA. FGP -80 8.0 96 4.28 15761J.51 CATCH BASIN DEBRIS TRAP ULTIMATE HIGH -FLOW BYPASS WILL NOT BECOME IMPEDED PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE �� -�CE - DATE - FGP -10C1 10.0 (120-) 4.88 1 WALL (16 GA. SS DUE TO MAXIMUM SOLIDS LOADING. SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY BY HYDROLOGIC 56LU77O REQUIREMENTS ORAPPROVED E"QlIAL FGP -12C1 12.0 144 6.12 T NOTES. REVIEWED FOR CONFORMANCE WITH PRIVATE S7REE7S STANDARDS: SEWER MAIN SDRSD S -4, TYPE 'B' S 335 L.F. T 1. FLO -GARD PLUS FILTER INSERTS SHALL BE INSTALLED BY__ _ _ _ -- _ _ FGP -14CI 14. 1 7.32 PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR FGP -16CI 16.0 192 8.56 3152 7.02 120 ACROSS THE ENTIRE W9DTH OF CURB OPENING. STORAGE CONSTRUCTION AND SHALL PROVDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR CITY ENGR. RCE DATE FGP -18C1 9.46 CAPACITY AND CLEAN FLOW RAZES ARE BASED ON FULL WlD1H TO CONSTRUCTION. VARIES INSTALLATION. O�y� l;ERDf1CA110N SEWER MANHOLE SDRSD 5 -17, LWD S -3 SMH FGP -21C1 10.98 �~ ~� 2. FILTER INSERT SHALL BE ATTACHED TO THE CATCH BASIN NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE --QS 5 EA. FGP -28C! 14.64 JURISDICTIONAL CITY, COUNTY, AND /OR 07HER APPROPRIATE AGENCIES T�/� WALL WITH STAINLESS (SS) EXPANSION ANCHOR BOLTS AND I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE INITIAL WASHERS f3/$ X 2 -12 MIN) CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLANS WINN EXISTING CITY RIGHT -OF -WAY WI7H1N 60 DAYS AFTER ISSUANCE SEWER CLEANOUT S -3, LWD S -8 S S�� 6 EA. J. FLOGARD PLUS FILTER INSERTS ARE DESIGNED WITH TWO PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING SLOPING, OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON (FILIEASGl FRONT ANTI -SCOUR FEATURES THE ''INITIAL' FILTERING BYPASS HELPS OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND 5 " OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN THIS INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER RETAIN FLOATABLES 1 AND LARGER DURING LOW TO B ) PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE MY CONTROL. CATCH BASIN FILTER INSERT MODERATE FLOWS AND THE INTEGRAL DEBRIS TRAP ENERGY PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE / 4" SEWER LATERAL SDRSD S -13, LWD S -17 S� 5 EA. 1i" DISSIPA TOR FOR THE RETENTION OF FLOA TABLES AND CONSTRUCTION SAFETY ORDERS 777LE 8, CALIFORNIA ADMINIS7RA77VE CODE THE PLAN COLLECTED SEDIMENTS DURING HIGH FLOW PERIODS SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION JIA DAIt 4, FILTER ASSEMBLY SHALL BE CONSTRUCTED FROM STAINLESS PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. Qum.. 944 pwo. 4 "; INC CATCH BASIN STEEL (TYPE 304). ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. 0 ONMEtt �RU�lO OEL �IANC.O 8" PVC WATER MAIN C -900, CL -150 VV 294 LF. WALL SS SUPPORT 5. FILTER LINER SHALL BE CONSTRUCTED FROM DURABLE CONTRACTOR SHALL DEW4TER AND MAINTAIN DEWATERING CON77N000SLY UN77L THE 4994,49.. Do 4nv RIM 260(o PAhE0 VCL FAANCO BASKET POLYPROPYLENE, WOVEN, MONOFILAMENT GE07EX77LE. WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS r �J Oe- 4COMVIVO, CA 9Q025 nnuru l n, nnnm 6. FILTER LINER SHALL NOT ALLOW FOR THE RETENTION OF IN A DRY STATE. ALL PIPE ZONE MA7ERIAL LOCATED IN WET OR AREAS SUSPECTED TO 40 PVC WATER MAIN C -900, CL -150 �rl�, DEBRIS TRAP WATER BETWEEN STORM EVENTS BE WET IN THE FUTURE SHALL BE ENCASED IN GE07EX77LE MATERIAL. SUITABLE ASSESSORS PARCEL NO.: 254 - 144 -02 & 254 - 163 -30 W 15 L.F. 16 GA. SS 7. FLOGARD PLUS FILLER INSERTS ARE SUPPLIED WITH GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW ( ) AND APPROVAL. CONTRACTOR SHALL OBTAIN DEW47ER(NG PERMITS AS NECESSARY AND CLIP -IN FILTER MEDIUM POUCHES (FOSSIL ROCK) FOR THE RETURN OF GROUNDWATER TO 7HE SEWER SHALL NOT BE ALLOWED. LEGAL DESOWPI701V PORTION OF NW 1/4, NE 114, SEC 4, AVE. iro'P $��E COLLECTION AND RETENTION OF PETROLEUM H ROCK T13S, R4W, SBM, AND PORTION OF LOTSS 32, 33 AND 35, 8" GALE VALVE PER SDWD SPEC. 9.04 -)y- 2 EA. r� [OIL AND GREASE). 7HE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS MAP NO. 2019 ✓ 4 Lf INSTALLED FIL1ER INSERTS SHALL BE MAINTAINED IN WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO 7HE Q ()FESS /0� 1 `,�� EK�o 3 3/ 06' U ACCORDANCE W71H 1HE MANUFACTURER'S RECOMMENDATIONS. BXCLPIFIHOSE SHOD ON IESESPLANS ADTNTIONRISACAL�DEOISE POSSBLE 540 PARCEL NUMBER 254 - 144 -02 & QC �r1T L. Sy l� 1 "FIRE DOMESTIC WATER SERVICE SOW) P -2A o F,a / -® 5 EA. G 7E , 9. FILTER MEDIUM SHALL BE FOSSIL ROCK INSTALLED AND EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN OR W A DIFFERENT �, � yl& � �� <MAINTAINED IN ACCORDANCE WITH MANUFACTURERS LOCATION FROM ]NAT SHOWN ON THE PLANS. THE CONIRAL`TOR SHALL TAKE DUE OWNER UMITTEE DBR DEVELOPMENT INC. r? Z Z RECOMMENDATIONS PRECAUTIONARY MEASURES TO PROTECT THE U77LI77ES SHOWN ON THE PLANS AND ATIN: DENNIS ROBNINS c� N0.44173 m j j OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. w m FIRE HYDRANT ASSEMBLY SON) P -1 -QV/ Zj 2 EA. W W QP.O. BOX 849 Cr POST CONSTRUCTION BMP MEASURES APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE BONSALL, CA 92003 Exp: 6 -30 -05 W ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF ANY 760- 803 -2505 * * Z o POST CONS7RUC1)0N BEST MANAGEMENT PRAC77CES (DMPS) AS SHOWN ON LEUCADIA WASTEWATER DISTRICT UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT S 2° MANUAL AIR RELEASE SDWD P -10 ��--� 1 EA. Z N o TN GRADING PLAN G -7893 AND IMPROVEMENT PLAN 1-789J HAVE BEEN DESIGNED EARTHWORK QUANTITIES 2 CiVl� AND PROVIDED BY TORY R. WALKER ENGINEERING, INC. CONTRACTOR SHALL N077FY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS CUT. 2230 CY gT�cOF �P W o M /� y5005 /p /3 03 REQUIRED BY STATE LAW. ALL U77LITY CROSSINGS SHALL BE POTHOLED PRIOR TO FILL: 1130 CY CAT O 0 s2 VIpN/TY MAP oo�y �� TRENCHING. EXPORT• 1100 CY 1" MANUAL AIR RELEASE SOW) P -10 1 EA. o w i TORYVR. WALKER RCE / DA m 3 NTS 2559 VISTA DE PALOMAR Q. / CONTRACTOR IS RESPONSIBLE FOR COMPLYING NTH ALL LOCAL, STATE AND FEDERAL i r Q t�- NOTE: QUANTITIES DO NOT INCLUDE SOIL BUCKING, FALLBROOK, CA 92028 (760) 451 -9561 Bl SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SHRINKAGE OR REMEDIAL GRADING. � U) DATE SPACE ENTRY. 2" BLOW -OFF SDWD P -4 1 EA. ; SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED I -� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SAN DIEGUITO WATER DISTRICT PLANNING & BUILDING DESIGN BY VLS DRAWN BY WRM CHECK BY VLS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. "p" 5TOR awii -q 1z.45 5 Z o5 PLANS PREPARED UNDER SUPERVISION OF �2 ASSUMPTION OF COUNTY OF SAN DIEGO CONTROL MONUMENT 81796 RECOMMENDED APPROVED IMPROVEMENT PLAN FOR 26 -7E BC," A STANDARD SAN DIEGO COUNTY LEUCADIA HILLS � 7893 -I 2E5PONSIP�LE COAX-5 CENTERLINE MONUMENT LOCATED ON CL LA COSTA DATE: A0' /3- 03 TM CDP EIA 99 -150 51.1-1-2018 12p AVENUE AT STA. 26+5210. BY (� R.C.E. NO.: 44173 POR77ON OF NW 114 NE 114 SEC 4 T13S R4W SBA, AND PORTION OF GNAi`166 OW NEIZ O Ems--- MIL, e A15 - SUILT EL. = 72451' DATUM. MSL DATE SIGNATURE DATE VINCENT L. SAMPO EXP. 6/30/05 BY: BY: LOTS 32, 33 AND 35, MAP NO. 2019 SIGNATURE EXPIRES 2 YEARS FROM DAZE .cJrNFD ENGINEER OF WORK DAZE : X231 6 DAZE : /�.2 ? -/ -- . SHEET 1 OF 2 L U oo¢o U �,.. LLI 00 Q� C N � W goo a� C7 U o� ti Lu `l Ll rn�iY� Q Q L +�koZo aoQOU� U 'O _II Z�a�z' Z 2 UQ J _ N U U g WORK AND SOW SHALL BE NOTIFIED OF ANY T� =" VERT : 1 ° 4' 3 CL �'� , 23m CL z 11), W �QNcx:O 2 Q J N p fZZ 6" TYPE G' CURB & CUTTER PER G -2 O O W Nm W NOTE : I TOP OF BERM = CL ELEVATION + 0.26' UNLESS OTHERWISE NOTED. I 60' VC = Iil n W ME 11 I� �u C� y `D I o O U h O ^ h O O + 11 C7 U o C7 O N W O U A N U 110 NOR LHERL Y CURB RETURN Q _ PRORLE SCALE: =29' - -- WVERT U WORK AND SOW SHALL BE NOTIFIED OF ANY T� =" VERT : 1 ° 4' N �'� , W 1% " BIM 12 RCP 10790 0 XING h ^ N N d• 6" TYPE G' CURB & CUTTER PER G -2 of 40 N810630'E - COMMENCEMENT OF ALL WORK. Q � Ld tZ ° yo Q o 75 TeAl I� NOTE- CONTRACTOR TO POTHOLE EXISTING W y `D I o mo U h O ^ h O O + 11 W °^+° Q Q w 2+1 &60 END AC BERM 0� o 1400 LOT4TB 144.16 T N W I� NOTE- CONTRACTOR TO POTHOLE EXISTING W y `D W L WATER MAIN AT P.O. C. PRIOR TO CONS 7RUC1/ON U h O ^ h O O + 11 0 °^+° Q Q w 2+1 &60 END AC BERM 0� o OF SEWER, STORM DRAIN & WATER TO VERIFY LOT4TB 144.16 T N ^ ti 143.22 0 4+ - - -- EXISTING ELEVATION OF PIPE. THE ENGINEER OF i 110 NOR LHERL Y CURB RETURN Q W PRORLE SCALE: =29' - -- WVERT VL WORK AND SOW SHALL BE NOTIFIED OF ANY T� =" VERT : 1 ° 4' N �'� , W 1% " BIM 12 RCP 10790 0 XING Y CURB RETURN DISCREPANCIES WITH THESE PLANS PRIOR TO 707749" ^ I 6" TYPE G' CURB & CUTTER PER G -2 of 40 N810630'E - COMMENCEMENT OF ALL WORK. Q � Ld tZ ° yo Q o aL ti �WJ a �� � � U �^ n 775443" O, N O S k L W vl CL v°i o `�• a; 0+80.49 CHRISTINE PLACE - LINE 'A "' W � W o W '' + 6" TYPE G' CURB & GUTTER PER G -2 0+93.07 PIRAEUS SIREET CONNECT TO o o a a a ^ ^ a " " EXIST. 8" ACP WATER MAIN. INSTALL 8'x8' cd ° � ° ai mN FL TEE, (2) 8" f1xMON GV$ (1) 2" MAR, °o L8 N Cj 2 (1) 2' B.O., & (2) AC x PVC ADAPTERS WITH p o N RESTRAINTS AND THRUST BLOCK, ALL PER / W SDWD STANDARDS LOCAIE THE BLOWOFF ��� OUTSIDE THE (RAVEL WAY. CONTRACTOR 70\ d� . �^ VERIFY THE LOCATION & ELEVATION OF EXIST. WATER MAIN. SEE NOTE ABOVE (� \T F. 5% 6 TRENCH RESURFACING PER CITY STANDARD DRAWN C-(`\ 0+57.42 PIRAEUS STREET \` TOP OF PCR TC 111.07 -T 4" PVC A HEAVY BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL REQUIRED WATER ALONG THE ENTIRE LENGTH AND WDTH OF THE CONCRETE CROSS- GUTTER TO THE ��� �� 1Q �� �� MAIN 7 SA17SFACTTON OF THE CITY ENGINEER EXISTING GRADE 0 CL J / 4 >> I 34.83' ^ 8" SEWER ' r 64' " Pyc SEWER 012.30% Q rlZ I� , - d/3 715.80' W _Q `D W L U � N O U h O ^ h O O + PIZ 114 °^+° Q Q w 2+1 &60 END AC BERM 0� o -U^ LOT4TB 144.16 T N ^ N ^ 143.22 0 4+ - - -- 60 TOP OF CURB( Q 110 NOR LHERL Y CURB RETURN + -- PRORLE SCALE: =29' - -- WVERT VL + T� =" VERT : 1 ° 4' N 07 0 W z a o m CO ^Q � O � z_ N 0 m CHRISTINE PLACE LINE 'A' PROFILE SCALE HORIZ : 1`---20' VERT: l--8' a m 2 _Q `D W L I NEW GRADE 0 CL AC PVM'T. + N Id I ~ a h W °^+° Q Q w 2+1 &60 END AC BERM 0� o -U^ LOT4TB 144.16 T N ^ N ^ 143.22 0 4+ 40 - Lr; Q f:2 ^ 13 f + ® um - VL + o N R MAIN W 1% " BIM 12 RCP 10790 0 XING Y CURB RETURN V U 4 707749" Z W -- 6" TYPE G' CURB & CUTTER PER G -2 of 40 N810630'E - VERT : l--4' a Z 013 1' MIN.CLR I W SEy�R W -w 44.11' 6" TYPE E' CURB & CUTTER PER G -2 ]0 775443" O, N O S 40' VC 6" TYPE A' AC BERM PER G -5 F-- ( �Cz = x N74-4648"E 07 0 W z a o m CO ^Q � O � z_ N 0 m CHRISTINE PLACE LINE 'A' PROFILE SCALE HORIZ : 1`---20' VERT: l--8' � p I U U �W a m 2 _Q 47.65 /3= 15.88' W L 40' VC " Id I ~ a h W °^+° Q Q w 2+1 &60 END AC BERM 0� o -U^ LOT4TB 144.16 T z . Z PW = 143.22 0 4+ 40 - Lr; Q f:2 6" TYPE A' AC BERM PER G -5 + ® um - VL 112 TOP OF CURB • � W W 1% " BIM 12 RCP 10790 0 XING Y CURB RETURN V U 4 707749" Z W -- 6" TYPE G' CURB & CUTTER PER G -2 J L i Z O N810630'E - VERT : l--4' a Z U 1' MIN.CLR I W ❑847425" W -w 44.11' 6" TYPE E' CURB & CUTTER PER G -2 ]0 775443" O, N O S 40' VC 6" TYPE A' AC BERM PER G -5 F-- ( �Cz = x N74-4648"E � ; 25.62' 6" TYPE A' AC BERM PER G -5 � `" +�� 'VI = 139.72 03+70 30' 47.65' 6" TYPE G' CURB & GUTTER PER G -2 U U mN CZ 12f/ � o o N / W ��� d� . �^ 5% TOP OF -T 4" PVC WATER MAIN EXISTING GRADE 0 CL J / I 34.83' ^ 8" SEWER ' r 64' " Pyc SEWER 012.30% PVC 0 1.00% ZL I W I O � p I U U �W _ Pl ann� n9 ®E.ng�neeT�n9 ®4 urvey�ny RETAINING WALL, BROW DITCH & PRIVATE ® Solve l AS51L11APTION OF 12E6?O95lbLE CIIAIZG QaoFEs CATCH BASIN PER GRADING PLAN 7893 -G NA zooe.WGStiin94onAveSu� +e 200 ASOp7 t7 2018�S.41Etz>rt�(A55lIME ,��i�'"0'oRT Oq,M9 `°yc /1%OlES P.141.2 do GA 92025 �+ 0 �b0•l41.3570 IZESPONSItziLE GLIAl2GE F012 t7E51GN C41ANG OF T111S p7,AW1 G. m M A 5 5 O N F 760.141.1786 �I�� A / e�699 A 1. SEE GRADING PLAN NO. 7893 -G FOR it ASSDUgteS Inc. www.nwsson- cKSOC.com �srx32 j ♦ /(8 *s CIV1� :* ..GRADING AND EROSION CONTROL MEASURES r� 46"' NOG IZOI?)ttZT l7'AMARO RCE 81699 r-Y r 331�/20 �gTFOF CAUFO 2 SEWER LATERALS BEYOND THE PRIVATE LOTL ,06,0 Fq p ROAD EASEMENT ARE THE RESPONSIBILITY OF AX o'POgo THE PROPERTY OWNER. ?� ��A'�� AF�� T � L0T 3 a7 / 19c 0 & sD��FB�yFA qy�9 ys So���rA 30' WIDE SEWER EASEMENT TO s,�o! LEUCADIA WASTEWATER DISTRICT e"XIO V DOC. NO.E200310999343 s y� F1'L 0 T / 30' WDE EASEMENT FOR WATER � 1 �/ PIPELINE PURPOSES 70 SAN DIEGUITO LA a m 2 - � 47.65 /3= 15.88' W L R " Id I ~ a h W °^+° Q Q w 2+1 &60 END AC BERM 0� o -U^ LOT4TB 144.16 T W N Lc° a� �^ id W U I U W - Lr; rl- n ^ 6" TYPE A' AC BERM PER G -5 + ® um - VL 112 TOP OF CURB (t1.5 %) � 2 DRAIN 0 1% " BIM 12 RCP 10790 0 XING Y CURB RETURN 110 SOU THEA 707749" -- PROALFSCAL€ -- 6" TYPE G' CURB & CUTTER PER G -2 HORIZ : 1"=20' N810630'E - VERT : l--4' 6" TYPE A' AC BERM PER G -5 _ Pl ann� n9 ®E.ng�neeT�n9 ®4 urvey�ny RETAINING WALL, BROW DITCH & PRIVATE ® Solve l AS51L11APTION OF 12E6?O95lbLE CIIAIZG QaoFEs CATCH BASIN PER GRADING PLAN 7893 -G NA zooe.WGStiin94onAveSu� +e 200 ASOp7 t7 2018�S.41Etz>rt�(A55lIME ,��i�'"0'oRT Oq,M9 `°yc /1%OlES P.141.2 do GA 92025 �+ 0 �b0•l41.3570 IZESPONSItziLE GLIAl2GE F012 t7E51GN C41ANG OF T111S p7,AW1 G. m M A 5 5 O N F 760.141.1786 �I�� A / e�699 A 1. SEE GRADING PLAN NO. 7893 -G FOR it ASSDUgteS Inc. www.nwsson- cKSOC.com �srx32 j ♦ /(8 *s CIV1� :* ..GRADING AND EROSION CONTROL MEASURES r� 46"' NOG IZOI?)ttZT l7'AMARO RCE 81699 r-Y r 331�/20 �gTFOF CAUFO 2 SEWER LATERALS BEYOND THE PRIVATE LOTL ,06,0 Fq p ROAD EASEMENT ARE THE RESPONSIBILITY OF AX o'POgo THE PROPERTY OWNER. ?� ��A'�� AF�� T � L0T 3 a7 / 19c 0 & sD��FB�yFA qy�9 ys So���rA 30' WIDE SEWER EASEMENT TO s,�o! LEUCADIA WASTEWATER DISTRICT e"XIO V DOC. NO.E200310999343 s y� F1'L 0 T / 30' WDE EASEMENT FOR WATER � 1 �/ PIPELINE PURPOSES 70 SAN DIEGUITO LA �G \ O 45' Ogi ti OUT �2k W C- �-4 G7 2 h ^7 O h NR N o y0 WATER DISTRICT PER FlNALTMMAP OR 0 x�� y� �is�yF 1� ®ESMT ONE SCALE : 1 =20' z I,- 4+ 3 S' PROPOSED 5' WDE P AF���'p °�" & / 4L�S1 +15.66 CL CROSS GUTTER 0 10 20 40 / PER SDRSD G -12 GENERAL UTILITY � \ \ EASEMENT AND FL 14160 ,/ EASEMENT TO Z4a `sue ���_ �� 16' / 6 �� LOW PT LOT 4 SDG &E FOR o cn �o _q UNDERGROUND GAS `� 1+3\ _ 2.49 PCR AND ELECIRIC TC 14218 UTILITIES �° ° J, �` \ .l \ R 141.68 1 +43 INSTALL NO PARKING' SIGN PER cn CITY OF ENCINITAS FIRE DEPARTMENT W 'i Q v 116.96 h s \ \\ 30SWDEDPRIVAIF ROAD T i m ^ x m / k 6 _ 9 " ". EASEMENT PER FINAL MAP FOR EASEMENT ? 3 - / i/ J AL UTILITY pUND FL 91 5' WIDE GENER FOR UNDERGR 7M 99 -150 -3 10, w PROPOSED T TO SDG &E / i o w ^ \ 2 S h oe AND SEMLECTRIC UTILITIES (4) STORMCHAMBER' m 3 - > ? + _, AND INnL IRA TTON UNITS / °m - h K` _ r 91 �-� GAS _n PRIVATE 5T0fflMWMrER o a Q - o / :�-- MAlNTEiI/ANcE A4R��ME�T °w ° c Q \ 2 "' PLACE PEIZC• N0. 2003- ly5762-7 o 10 / 4 RE-C, !2-1'1103 5' z N m ` I c,0 30' WDE PRIVATE ROAD - - o Q ,� RIP -RAP ENERGY DISSIPA TOR PER D -40 / ° Q J i ^ EASEMENT PER FINAL Qo Q CL i a 3 \y TYPE 2 USE N0. 2 BACKING, 12" THICK �-'-' % MAP FOR TM 99 -150 Y z o "' Q ° ' 0 30' WDE SEWER EASEMENT TO � °j x OVER 12" DG FLIER BLANKET EXTEND Boa z ° a `�'`� m LEUCADIA WASTEWATER �(n x ' ^ wi 5' 2 0 1 +91 INSTALL 'NO PARKING' s \FL143.f RIP -RAP TO PROPERTY LINE. °+' W W z ; a �; ^ �" W SIGN PER CITY OF ENCINITAS m a LEUCADIA WASTEWATER DISTRICT 2 DISTRICT REC. 8/18/03 AS �., ° I w a 3 m FIRE DEPARTMENT STANDARDS END PVT STORM DRAIN & CONSIRUCT CONC. cq � DOC NO. 2003- 0999343 � z = a o i's so HEADWALL PER SDRSD D -30, DPE A' IE 107.27 (OUT) LOT 1 qGNA7URE DA (OPEN SPACE EASEMENT) SIEPHEN L. DEERING DISIRICT ENGINEER RCE 26514 ER. 3 -31 -04 REVISPI�tONSE APPROVED DATE REFERENCES DATE BENCH MARK SCALE ZE�SioRM DRA N T9.22.0$ $ Z QS A%UMPIION OF g 17 / COUNTY OF SAN DIEGO CONTROL MONUMENT 81796 26 -52 BC," A HORIZONTAL : 1"=20' t2E5PON51 Lt GNAtZGE- STANDARD SAN DIEGO COUNTY CENTERLINE MONUMENT LOCATED VERTICAL : 1 " =8' 01 -17. Zo18 417 ON CL LA COSTA AVENUE AT STA. 26 +52.10. , 4EMOVEDSTLIGUTS EL. = 72.451' DATUM: MSL AS•t3uILT i W a COMMUNITY DEVELOPMENT a a m 2 W U y R a(r m "+� Q °^+° Q Q w 2+1 &60 END AC BERM 0� WHO -U^ LOT4TB 144.16 T W R, ® id W U I U W ° 2 �WRA4 2 n oN2 °^m 6" TYPE A' AC BERM PER G -5 y05 ® um - VL �° 24.50' N 12" PVT v RCP ' r3 r ^ 2% � 2 DRAIN 0 1% " BIM 12 RCP 10790 0 XING 150 ) -STORM 707749" - 36.81' 6" TYPE G' CURB & CUTTER PER G -2 Q7 N810630'E - 1'1:715- PVT RCP 6" TYPE A' AC BERM PER G -5 ® 1' MIN.CLR I I STORu npAtAl N TY �G \ O 45' Ogi ti OUT �2k W C- �-4 G7 2 h ^7 O h NR N o y0 WATER DISTRICT PER FlNALTMMAP OR 0 x�� y� �is�yF 1� ®ESMT ONE SCALE : 1 =20' z I,- 4+ 3 S' PROPOSED 5' WDE P AF���'p °�" & / 4L�S1 +15.66 CL CROSS GUTTER 0 10 20 40 / PER SDRSD G -12 GENERAL UTILITY � \ \ EASEMENT AND FL 14160 ,/ EASEMENT TO Z4a `sue ���_ �� 16' / 6 �� LOW PT LOT 4 SDG &E FOR o cn �o _q UNDERGROUND GAS `� 1+3\ _ 2.49 PCR AND ELECIRIC TC 14218 UTILITIES �° ° J, �` \ .l \ R 141.68 1 +43 INSTALL NO PARKING' SIGN PER cn CITY OF ENCINITAS FIRE DEPARTMENT W 'i Q v 116.96 h s \ \\ 30SWDEDPRIVAIF ROAD T i m ^ x m / k 6 _ 9 " ". EASEMENT PER FINAL MAP FOR EASEMENT ? 3 - / i/ J AL UTILITY pUND FL 91 5' WIDE GENER FOR UNDERGR 7M 99 -150 -3 10, w PROPOSED T TO SDG &E / i o w ^ \ 2 S h oe AND SEMLECTRIC UTILITIES (4) STORMCHAMBER' m 3 - > ? + _, AND INnL IRA TTON UNITS / °m - h K` _ r 91 �-� GAS _n PRIVATE 5T0fflMWMrER o a Q - o / :�-- MAlNTEiI/ANcE A4R��ME�T °w ° c Q \ 2 "' PLACE PEIZC• N0. 2003- ly5762-7 o 10 / 4 RE-C, !2-1'1103 5' z N m ` I c,0 30' WDE PRIVATE ROAD - - o Q ,� RIP -RAP ENERGY DISSIPA TOR PER D -40 / ° Q J i ^ EASEMENT PER FINAL Qo Q CL i a 3 \y TYPE 2 USE N0. 2 BACKING, 12" THICK �-'-' % MAP FOR TM 99 -150 Y z o "' Q ° ' 0 30' WDE SEWER EASEMENT TO � °j x OVER 12" DG FLIER BLANKET EXTEND Boa z ° a `�'`� m LEUCADIA WASTEWATER �(n x ' ^ wi 5' 2 0 1 +91 INSTALL 'NO PARKING' s \FL143.f RIP -RAP TO PROPERTY LINE. °+' W W z ; a �; ^ �" W SIGN PER CITY OF ENCINITAS m a LEUCADIA WASTEWATER DISTRICT 2 DISTRICT REC. 8/18/03 AS �., ° I w a 3 m FIRE DEPARTMENT STANDARDS END PVT STORM DRAIN & CONSIRUCT CONC. cq � DOC NO. 2003- 0999343 � z = a o i's so HEADWALL PER SDRSD D -30, DPE A' IE 107.27 (OUT) LOT 1 qGNA7URE DA (OPEN SPACE EASEMENT) SIEPHEN L. DEERING DISIRICT ENGINEER RCE 26514 ER. 3 -31 -04 REVISPI�tONSE APPROVED DATE REFERENCES DATE BENCH MARK SCALE ZE�SioRM DRA N T9.22.0$ $ Z QS A%UMPIION OF g 17 / COUNTY OF SAN DIEGO CONTROL MONUMENT 81796 26 -52 BC," A HORIZONTAL : 1"=20' t2E5PON51 Lt GNAtZGE- STANDARD SAN DIEGO COUNTY CENTERLINE MONUMENT LOCATED VERTICAL : 1 " =8' 01 -17. Zo18 417 ON CL LA COSTA AVENUE AT STA. 26 +52.10. , 4EMOVEDSTLIGUTS EL. = 72.451' DATUM: MSL AS•t3uILT i W a COMMUNITY DEVELOPMENT a a m 2 W U y R VERT : l`--8' m "+� Q °^+° Q Q w 2+1 &60 END AC BERM 0� 270.63' 4 LOT4TB 144.16 T W 11.13' ® OPEN SPACE EASEMENT - 120.70' �WRA4 BY 6" TYPE A' AC BERM PER G -5 APPROVALS ® N2835'40 "W VL PLANS PREPARED UNDER SUPERVISION OF SIGNATURE DATE VINCENT L. SAMPO ENGINEER OF KVRK RECOMMENDED APPROVED DATE: /0 -/7-0-3 R.C.E. N0.: 44173 EXP. 6/30/05 BY : BY DA '2 / n d DATE 50 010 °•eye LOT 5 AVID5' 10733 0 XING Q PLAN ca I U U J W 2 U y rY � U N EXISTING GRADE 0 CL CIO 10 ov o + T N -- LINE 1P ' PROFLE SCAB RADIUS W 1� HORIZ : 1"=20' - VERT : l`--8' CENTERLINE DATA TABLE 0 270.63' 4 O W W 11.13' ® N8106'30'E - 120.70' Q PLAN ca I U U J W 2 U y rY � U N EXISTING GRADE 0 CL CIO 10 ov o + T N -- LINE 1P ' No PROFLE SCAB RADIUS LENGTH 1� HORIZ : 1"=20' - VERT : l`--8' CENTERLINE DATA TABLE No DELTA BEARING RADIUS LENGTH 1� N74 4648'E - 70.94' (2 ) 103'2228" 150.00' 270.63' (Z3 N2835'40 "W - 11.13' ® N8106'30'E - 120.70' CURB DATA TABLE No. DELTA BEARING RADIUS LENGTH REMARK N74'4648'E ❑1 903256" 30' 47.41 6" TYPE G' CURB & GUTTER PER G -2 8" PVC (SDR35 MIN) Q N74 46'48 E - 25.84' 6" TYPE A' AC BERM PER G -5 N033247 "W ❑3 1032228" 138' 248.98' 6" TYPE A' AC BERM PER G -5 8" PVC (SDR 35 MIN) ® N2835'40 "W - 11.13' 6" TYPE A' AC BERM PER G -5 , 150 ) ❑5 N2835'40 "W - 11.13' 6" TYPE A' AC BERM PER G -5 150 ) © 707749" 30' 36.81' 6" TYPE G' CURB & CUTTER PER G -2 Q7 N810630'E - 90.31' 6" TYPE A' AC BERM PER G -5 ® N810630 "E - 75.84' 6" TYPE A' AC BERM PER G -5 ❑847425" 30' 44.11' 6" TYPE E' CURB & CUTTER PER G -2 ]0 775443" 162' 220.29' 6" TYPE A' AC BERM PER G -5 11 N74-4648"E - 25.62' 6" TYPE A' AC BERM PER G -5 12 9100'03" 30' 47.65' 6" TYPE G' CURB & GUTTER PER G -2 SEWER DATA TABLE No. BEARING LENGTH REMARK 1� N74'4648'E 84.83' 8" PVC (SDR 35 MIN) (2 ) N50'0753'E 75.18' 8" PVC (SDR35 MIN) Q3 N222854'E 67.87' 8" PVC (SDR 35 MIN) ® N033247 "W 69.64' 8" PVC (SDR 35 MIN) QS N24'04'00 "W 34.83' 8" PVC (SDR 35 MIN) WATER DATA TABLE No. BEARING LENGTH REMARK N15'43'12 "W O N74'4648"E 118.58' 8" PVC (C -900, CL 150 ) O2 N5010753 E 79.82' 8" PVC (C -900, CL 150 ) 0 N222854 "E 72.65' 8" PVC (C -900, CL 150 ) <?> NO3'3247 "W 2300' 8" PVC (C -900, CL 150 ) NO3'3247 "W 15.26' 1 4" PVC (C -900, CL 150 ) STORM DRAIN DATA TABLE No. BEARING LENGTH EMA K N15'43'12 "W 24.50' HOPE (131-Ur SEAL 12" PVT - �2 N21'32'03 "W 41.00' HDPE BLU SEAIa 15" PVT N22 5842 E 3.90' 6' D -35 ® N221008 "W 33.68' 6" PVT PVC SDR -35 �5 N43.2746 "W 7.28' 6" PVT PVC SDR -35 © N63151'09 "W 27.32' 6" PVT PVC SDR -35 L S° .y No. 44173 r Exp:6 -30 -05 .ITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. IMPROVEMENT PLAN FOR : LEUCADIA HILLS (TM /CDP /EIA 99 -150) 7893 -1 POR71ON OF NW 114, NE 114, SEC 4, T13S, R4W, SBA AND PORTION OF LOTS 32, 33 AND 35, MAP NO 2019 SHEET 2 OF 2 v J N � N N � Z i a� 'rt V M V < Q Z so z�h W zxo Lu w ' Z �o w� Z Lu oM O0 aoo c N , I G o m U) mw