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1994-3900 I (Plans) / f i GENERAL IMPROVEMENT NOTES 4. ALL SERVICES TO FIE CONSTRUCTED CLEAR OF DRNMAYS. 11. STANDARD SPECIFICATIONS OF LC. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE DISTRICT OFFICE WORK TO BE DO 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND 1. A PERMiT BE OBTAINED FROM THE ENCINITAS ENGINEERING METER BOX FOR EACH RESIDENTIAL LOT. 12. CONCRETE TESTING REQUIRED BY THE DISTRICT WILL AT ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. EXPENSE OF THE CONTRACTOR. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION). THE SAN DIEGO STANDARD # 2. THE STRUCTURAL SECTION SMALL BE IN ACCORDANCE WITH CITY CALIFORNIA DIVISION PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBUC WORKS SION OF SAFETY FOR ALL TRENCH WORK. 13. JOB G OF CONCRETE WILL NOT BE ALLOWED OUT THE SPECIAL (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), OF ENCINITAS PUBLIC ROAD STANDARDS. R -VALUE TESTS 7 INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO PERMIS OF THE DISTRICT. AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). SHALL BE E RE REQUIRED PRIOR TO CONSTRUCTION. SIDEWALK EXISTS, OR 2 FEET BEHIND WHERE SIDEWALK WILL BE 14. ALL PIPES S HAVE A 4 INCH MIN. CRUS BEDDING, SHOWN 3. APPROVAL OF IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTRUCTED. L.C.W.D. STAN D DRAWING S -12. r ' CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 8. PROVIDE AIR RELEASE ASSEMBUES AT ALL HIGH POINTS IN 15. INSPECTOR SHALL FURNISHED TH OF CUT SHEETS LEGEND WATER MAIN. 4. ALL UNDERGROUND UTILITIES WiTi IN THE STREET RIGHT -OF -WAY 16. WHERE TRENCHES ARE N EASE SOILS REPORTS SMALL SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 9• CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY BE SUBMITTED TO THE EN EER WORK AND THE DISTRICT CONSTRUCTION OF BERM, CURB, CROSS- GUTTER AND PAVING. OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CiTY ENGINEER BY A QUAUFIED S S GINEER WHICH CERTIFIES = RIGHTS -OF -WAY. THAT TRENCH BACKFILL WAS C PACTED AS DIRECTED BY THE p�►n 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND SOILS ENGINEER IN A�CICORA D E ITH ON -SITE EARTHWORK t \JV FACIUTIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN SPECIFICATIONS AND TRI SPE ATIONS. OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, WHERE WATER UNES ARE INSTALLED WITHIN EXISTING COUNTY THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE 17. SEWER LATERAL TABLE ON SHEET N PROPERTY LJNE THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF --- PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY ENCINITAS, BEFORE THE WATER UNES ARE ACCEPTED AND A COPY 18. THE CONTRACTOR S CONFORM TO LAB O CODE SECTION 6205 _ t SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. BY SUBMITTING A AILED PLAN SHOWING TH ESIGN OF Ci.NTERLINE SHOWN ON THESE PLANS. SHORING, BRACT SLOPING OR OTHER PROViSI TO BE MADE EXISTING 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE FOR WORK P CTION FROM THE HAZARD OF CA G GROUND CONTOURS 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DURING THE CAVATION OF SUCH TRENCH OR ES OR :. TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR DIEGUITO WATER DISTRICTS SPECIFICATIONS. DURING PIPE INSTALLATION THEREIN. THIS PLAN ST BE PROPOSED GRADE S4.8S TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE PREPAIR FOR ALL TRENCHES FIVE FEET OR MORE IN D AND ; EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION PPRO BY THE OWNER PRIOR TO EXCAVATION. IF THE N EXISTING GRADE S4. ZS FACILITIES SUFFICIENTLY PRIOR TO CONSTRUCTION TO PERMIT DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO VARI FROM THE SHORING SYSTEM STANDARDS ESTABUSHED REVISIONS TO PLANS, IF NECESSARY, BECAUSE OF ACTUAL ARRANGE FOR INSPECTION OF PROJECT. TH ONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE ` LOCATION OF EXISTING FACILITIES. 13. FILL AREAS MUST BE COMPACTED TO 90%, PRiOR TO PiPE P PARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT, GUTTER. AND a- G-7 . 1113 : � 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC INSTALLATION. E CONTRACTOR'S EXPENSE. SIDEWALK : , _ - . . COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES, '= AND SHALL COORDINATE THEIR WORK WiTH COMPANY 14. APPROVAL OF THiS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATIVES. REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR AC PAVING :.. 2625 SF THE EXISTENCE OF NON- EXISTENCE OF, ANY UNDERGROUND " "' • • "• "...... " NOTICE (SEE s BELOW) FOR LOCATION OF ELECTRICAL FACILITIES, UTIUTY, PIPE OR STRUCTURE WITHIN THE UMITS OF THIS CROSS GUTTER G-13 (MODIFIED) - i 128 SF GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO PROJECT. GAS AND ELECTRIC COMPANY. 1-5. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, : TELEPHONE: 232 -4252 CONCRETE DRIVEWAY G 3 Ei'iICH I.E., LINE CROSSINGS, LINE PARALLEUNG OR PROPOSED (W - 12') 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PRIOR TO STARTING WORK NEAR COMPANY FACIUTIES, AND SHALL PROPOSED UTILITIES CROSSINGS OR WITHIN 10 FEET OF 314 WATER LATERAL.. S -1 3 VkCH COORDINATE THEIR WORK WiTH COMPANY REPRESENTATIVES. PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS NOTICE (SEE *BELOW): FOR LOCATION OF FACILITIES AND GIVEN WRITTEN PERMISSION BY WATER DISTRICT. C SEWER LATERAL S -13 N 3 EACH APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TELEPHONE: 298 -0595 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE DEC OF RESPONSIBLE CHARGE 1 ® A ° AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS CURB OUTLET D-* 31, 0CH 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO SATISFACTION. BACKFLOW DEVICES ARE TO BEiNSTALLED I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE DIRECTLY OUTSIDE CiTY OR COUNTY RIGHT -OF -WAY OR PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE I PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE LTG WALL C -2 IF NEEDED. AND ANNUAL TESTING OF BACKFLOW DEVICES ARE RESPONSIBILITY OF OWNER. BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 10. ON SERVICES WITHIN THIS PROJECT ARE CONSISTENT WiTH CURRENT STANDARDS. FOUNDATION WALL ► "UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND STREET UGHT 100 W X#-• AND APPURTENANCES CONTACT DIMENSION CABLE.- FIRE HYDRANTS AND S.D.G.& E. VAULTS. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A ( ) REVIEW ONLY AND DOES NOT REUEVE ME, AS ENGINEER OR WORK, TELEPHONE: (800) 422 -4133 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN OF MY RESPONSIBILITIES FOR PROJECT DESIGN. pFE$S/ EXISTING POWER POLE- �'� PP PARALLEUNG WATER SERVICES. o�� Alf 11. SHOWN ON THES "�DBRUNS IMP ROVE DRAWING AALL LL BE 19. CONTRACTOR do DEVELOPER IS RESPONSIBLE TO RELOCATE ANY � �� Z�-'� �4' ��� R F OB �1 � EXISTING SEWER MANHOLE Q � SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- EXISTING WATER FACILITY (f.h., METERS, VALVES, VALVE By. IVAN R. FOX DAiS rro WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF BOXES, ETC.) THAT ARE EFFECTED BY ITS PROJECT. U C38144 rn ENCINITAS. RCE: IXP: � - f /- V7 cr 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY f F 12. NO PAVNG SHALL BE DONE UNTIL EXISTING POWER POLES ARE ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE ENGINEER OF WORK NOTE s RELOCATED OUTSIDE THE AREAS TO BE PAVED. DISPOSED OF IN A MANNER ACCEPTABLE THE SAN DIEGO �'Fl C�yi1. �``r C) COUNTY WASTE DIVISION. PRIOR TO USING THESE PLANS FOR ANY CONTRACTUAL OR WORK FOF CAUF�` 13. ALL LUMINARIES SHALL PROVIDE TRUE 90 DEGREE CUTOFF, AND © SEE SHFFT 3 PURPOSE, THE ENGINEER OF WORK MUST BE CONTACTED IN WRITING FOR I ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL THEIR CURRENT WORK AND SAFETY REQUIREMENTS AND GENERAL WORK , 14. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEERS k WER NOTES NOTES WHICH MAY: BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON; OFFICE A PRE - CONSTRUCTION MEETING, AND SHALL AFFECT THE WORK; AFFECT THE COST OF THE WORK. PROVIDE AT LEAST 48 HOURS NOTICE FOR SAID MEETING. 1 • ALL ORK SHALL BE iN ACCORDANCE WITH THE LEUCADIA CO WA DISTRICT (LC.W.D.) STANDARD SPECIFICATIONS. 15. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISEUNG LETTERS "S" AND 2. THE CO CTOR SHALL SECURE A PERMIT FOR ON 'W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. PRIOR TO NY CONSTRUCTION. OWN E W S STATEMENT THE CURB. PROVIDE AT LEAST 48 HOURS NOTICE FOR SAiD MEETING. PROVIDE AT LEAST 48 HOURS NOTICE FOR SAID MEETING. 3. THE CONTRA R MUST SECURE APPROVAL FROM LC.W.D. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 0 16. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A INSPECTOR PR TO BACKFlLL OVER ANY SEWER S. THESE PLANS. Z MANNER AND LOCATION APPROVED BY THE INSPECTOR. 4. THE DRAWINGS AN E DATA HEREON ARE H MADE A PART R OF THE SPECIFlCATI S. IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR WATER NOTES 5. NO REVISIONS SHALL 8 ADE TO THESE S WITHOUT THE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES C7 APPROVAL OF THE LC.W. ENGINEER. ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF z 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE IMPROVEMENTS. CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF 6. APPROVAL OF THIS PLAN-BY W.D OES NOT CONSTITUTE A THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL REPRESENTATION AS TO THE U CY OF THE LOCATION OF OR I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENT SHOWN ON 5 ..: Ld AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE THE EXISTENCE OR NONEXISTEN OF, ANY UNDERGROUND THESE PLANS WITHIN THE EXISTING CiTY RIGHT -OF -WAY WITHIN 60 _- _' SFE Lv DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE �• • " J `'`''' "' YEAR AFTER THE DAiS OF ACCEPTANCE. UTILITY, PIPE OR STRUCTURE W OMITS OF THIS►- PROJECT. SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTiL 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF 7. ALL LATERALS AND MAINS ALL BE TE BY AiR TEST METHOD ASSOCIATED WITH THE ROJECT OR UNDER MY CONTR �. Z SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE AFTER CONSTRUCTION OF OTHER UTi ES AS SPECIFIED IN W ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL THE LC.W.D. SEWER SP IFlCATIONS. TE ING OF MAINS sr . i 1,4 COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - MAY BE REQUIRED. G LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN. OWNER: DA a 0 8. CONTRACTOR S OTiFY LC.W.D. 48 HOURS ADVANCE OF JUNE WOOD 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER BEGINNING WOR 0 THAT INSPECTION CAN BE P VIDED. ADDRESS: PO BOX 2134 VICINITY MAP MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW L.EUCADIA, CALIFORNIA 92023 NOT -TO -SCALE 7 EN IT CENTER UNE FINISH GRADE OF STREET. 9. ALL MAINS AN- LATERALS SHALL BE CONSTRUCTED A 48 Lr<.1 INCH MINIM COVER. TELEPHONE: (619) 753 -6575 : •`s 3 CMOMAS BRO. COORD 24 D -3) - #� ALL PROP05ED EL GIK� ALL LATE S SHALL BE CONSTRUCTED CLEAR OF D SRS AND TEC.EPHO* ASSESSOR'S PARCEL NUMBER: 256- 081 -20 sm D�Tp �INEERiI % M SEA vica s wirnylw rNIS 10. ALL LO SHALL BE SERVED BY A 4 INCH V.C.P. LATERAL S ec Pm omc r BOUND4,ey AT INIMUM GRADE OF 2.07. WITH A MINIMUM DROP OF 0. AS BUI " Z 4407 MMICNESTER. SSE 105 � S it V W L e? 9 00,oV D AND AN INVERT DEPTH OF 6 FEET MINIMUM BELOW TOP ENCiNITAS, CA 92024 8 AT PROPERTY UNE, UNLESS OTHERWISE APPROVED BY L PHONE: (619) 753 - 5525 C SAN DIEGUITO WATER DISTRICT L. C.W. D ay �,..✓J Z - (/'j Q REVIEW BY: V BY: A OW 0 � I RC E. 381 + EXP:1 I (,�- -- CcL _ r131�a LAND SURVEYM - • s ;, �erJ- • A REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE EN CINITAS FIRE PROTECYIONDIST. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. UPDATE APPROVAL M I G o• DESCRIPTION: COUNTY BENCH MARK NO �, /0 30 9S PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D APP D {' RE V I W R NOTES M• s OC 0173 - SDCO DISC STMP'D OC -173�� DATE: G -Z9 -�� pY BY: IMPROVEMENT PLANS FOR: D D SHEET 3 Ni • I �/ oo LOCATION: IN CONC SDWK AT SE COR OF N 3900 -I �d • ¢- -Z� -�i TP1vt 93 -249 EVISE DRAINAGE WOO DLEY RD BRIDGE • h5. R.C.E. No. • 38144 DATE. DATE. BAS i L STREET R '1 •o AS I�r _� .a RECORD FROM: Co.S.D. VERTICAL CNTRL N= ELEV: 174.53 DATUM: USC & GS $Y DA T NAN R. FOX EXP. -3/_ 3 • WOW PRAT 146 S34 E1' 1 OF Z 4106 -IP1 FILE NO . 4106 F7 ELE�fptT4F3P1 EXIST f�Lf#E -- 1�OR�' - - -- do - - - SIP NQIE RFI 0 -__ - - - - -- ._ -- G I z — cn x T- _ lam _ r (V O 0 � N + a- + fn - & P n -- - -- - -- -- _ BASIL STREET 56' ULTIMATE RIGHT -OF -WAY co uv z T V) m u') - -- r __ __ _ -_ racy - - - -__ __ c4 U - _ -- Sn G ___ -_ __ ._ __ ___ __ __.. ___ __._... _ - 20' 28' VARIES 18 PAVING 10 _ TOP 6 W S Z• �� _ - .50 � � � � 5_ 12'± AC � U __ � -_ -_ _ .__�______ __�_.__ _.__ _ - - -. _ __. -- SHOWN ON • ROAD PROFILE (WIDTH VARIES) 7' f i t LO �._a o L Lo + EXISTING 10" VCP SEWER T. O.W. = 5 2.7 7 S = 0.28% VARI 2% I 4 ''.SEW75 O ,J C L E AR v �, m �° SAWCUT EXISTING AC 1' MINIMUM 0 - -- ---- G�f - - _ o,� 36341 - oo FROM EP OR AS REQUIRED BY THE INSTALL 6" CURB INSTALL 4.5' SIDEWALK 4 _.____._ _____ _______ -___ _ -.__— _--- _.__-------- _______ 4� ________._ INSPECTOR IN THE FIELD. INSTALL PER RSD G -7. _ ________ -_ �N AND GUTTER PER vi 3 C-4 r? - -' 4" AC OVER 6" A.G.G. R. BASE MINIMUM- N I M U M- +� Lo Un c� O $ RSD G -2, TYPE G. OR AS REQUIRED BY THE SOILS ��- m o o - o - -���^ - ENGINEER. OVERLAY AS REQUIRED T.I. = 5.0 °D TO MEET FINISH GRADE. H- x W W— N Z N O I� - O N� -- - + "�`` "' ±`� TYPICAL SECTION - BASIL- STREET JL ° +I W z + 00 N C� rn -- -- NOTE NOT -TO -SCALE �z - � W - co ~ L F - ~ ~ �' G - -- - - - -- - -- - - - - - -- - I. 20" LONG SDR 35 PVC SEWER LATERAL PIPE SHALL EXTEND FROM THE NEW 11 1/4 BEND AT THE NEW WYE CONNECTIONS FOR `�? Q - EACH PROPERT-Y. JOINTS SHALL BE LOCATED AS DISTANT FROM THE WA T ERMAIN AS POSSIBLE. V) m PROFILE - -- -- 2. MAKE LATERAL CONNECTIONS PER DETA+LSHOWN ON SHEET 3 OF THIS SET, - - S -. o -- -_ __- _ ___- 3. T.O.W. = - TOP OF 6'' WATERMAIN SCALES: HORZ. 1" = 20' -- - 0 0 VERT. 1" = 4' S T A 10459 ° o - - te co I ' —±-4*SEW=!52.46 ju 10 +00 11 +00 12 +00 CONSTRUCTION NOTES SPECIAL NOTE: 10 CONSTRUCT CURB, GUTTER, AND SIDEWALK I I WARNING, UTILITY CONFLICTS MAY EXIST. CONTRACTOR TO I PER RSD G -2 AND G -7 (W = 4.5'). POTHOLE EXISTING UTILITIES AND MAINS PRIOR-TO g3. REMOVED) (TO BE _ 20 CONSTRUCT CONCRETE CROSS GUTTER PER CONSTRUCTING LATERALS. ENGINEER -OF -WORK TO MAKE CROSS GUTTER DETAIL, THIS SHEET. RECOMMENDATIONS AS REQUIRED. ♦ 4 30 OVERLAY /RECONSTRUCT EXISTING PAVEMENT �, 4 , PER SOILS ENGINEERS REQUIREMENTS. - 2 , ® EXISTING WATER SERVICE TO BE ABANDONED. MIN 15 " 5 3 50 EXISTING POWER POLE TO BE REMOVED ! _ . •...•• .. = • : • .: ,: •, . PER NOTICE OF APPROVAL. �_ `- 5•0o 1 © EXISTING TREES IN THIS AREA TO BE r - - T - -. MOVED AS REQUIRED ® 3 0 7 : : : :: :: 3 yg EX ISTING 1 7" MIN 6" BASE (MIN) 7Q CONSTRUCT STREET LIGHT, 100 W HPS, M ......: BASIL STREET M 2 STA 11+08-00 :..... ..... ......... LSD ::::::......... 2 .. +oo':..:: ::::::.. , ...:: 12+00 8 CONSTRUCT 12 CURB FACE TRANSITION CROSS GUTTER DETAIL ............... .. EXISTING 6" ACP WATER 9 CONSTRUCT 3' RADIUS FILLET ROUND ...... ..::' ....�:.... �::� ..:. .. 2� ..•:.•. .... : �• :• 9 � - _ _� _ _ U NMI 0 FILLET/ ROUND NOT TO SCALE EXISTING CURB. GUTTER �0 CONSTRUCT 30' PAVEMENT TRANSITION, o P AND - SIDEWALK PER CG 649 WITH EP GRADE AT 0.59 AS SHOWN, 1 1 I CROSS GUTTER NOTES OVERLAY EXISTING AC AS REQUIRED AND s it s s BACKFILL BEHIND AC AS REQUIRED FOR I 6 5 4 Z DRAINAGE. NI 1Z �I i2 N O1 THICKEN A.C. TO 5.5 INCHES IN THIS AREA � o PLACE IN 2 LIFTS Q1 UCT CURB OUTLET PER RSD D of W STATION OUTLET - 2 ® M ® ° ± RIGHT -OF- Y O MINIMUM BASE THICKNESS TO BE 6 INCHES W STATION 11 +07.21 FL= 55.92 BENEATH CROSS GUTTER Z STATION ,OUTLET - n � N 3 A.C. AND BASE THICKNESS PER SOILS REPORT 0 S NOT REQUIRED. A 0- al _ Z n l I a O4 KEY REQUIRED AS SHOWN W ® CONSTRUCT 3" SIDEWALK UNDERDRAIN PIPE 00 I I - _ PER RSD D - 27 AT STATION 10 +32.87, I3 = O5 ALL CONCRETE TO BE 560-C-3250, OR BETTER. OUTLET FL = 55:34. o ` 1-- ' O O SEE G -13 FOR ADDITIONAL NOTES. EXISTING 31 RESIDENCE Z QR pF ESS /oN, - V' ,nI I R (TO O BE I �Q�� R. F0� VFy .: CL STATIONS W � �M ti; `; _ PARCEL DRIVEWAY SEWER WATER D -25 SAN DEC1tJlTlo ( « Chu m ; CL LATERAL LATERAL N A S BUI LT 7D I 1 10 +47.86 10 +58.52 10 +65.52 10 +68.52 "07 M OH�z4 UrM 105 Z PARCEL PARCEL P <0 L PHONE: (619) 753 -5525 * EV' S 2 10 +86.52 10 +97.19 11+04.19 1 1 +07.19 Q E gz v� , F CfVll. �� 3 11+25.19 1 1 +35.85 1 1 +42.85 11+45. 85 V) . 1 � 3 �A T F pF Cpt1F� CwL �10DIEERmrvw • FLAMMMMO RC 3 EXP: JIJI of LAD SLNVVEYM REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCDff*%S FIRE PaOTECTIO DISI ICT APPROVALS CITY OF E N C I N ITAS PUBLIC WORKS DEPARTMENT DRAWING NO. a ADD SHEEZ 3 wl• l /ov DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: OC 0173- SDCO DISC STMP'D OC -173 •, DATE: 1-11-st1 C 3900 -1 REV I SE Sr. LT E Oc 1 LOCATION: IN CONC SDWK AT SE COR OF �ZONIN- x _ REV I SE DRAINAGE li AhAefil WOODLEY RD BRIDGE O 1 -5, SEE SHEET 7' 'i .a RECORD FROM: Co.S.D. VERTICAL CNTRL ' �c.E N0- ��'� BY: BASIL STREET TPM 93 -249 AS - BU,L ELEV: 174.53 DATUM: USC do GS �� '• -41 � �� NAN R. FOX Otp. '� -31��'i DATE: - 'f _ DATE: g'2 '� 0 3 WOW PROJECT NO. SHEET 2 OF' .2 4106 -IP2 FU AY. 4 1 06 • t 1 4. LCWD SEWER NOTES 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT. PRIVATE 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LCWD FOR REVIEW AND APPROVAL \ 4" OR 6" SADDLE PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE ` LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO THE 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH CLASS "B" P.C.C. CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. - CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LCWD SEWER STANDARDS ' GOVERN. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY S - ' MONUMENTS ARE DISTURBED OR DESTROYED THE CONTRACTOR SHALL RETAIN A � 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE LICENSED SURVEYOR TO RE- ESTABLISH AND RECORD THE MONUMENT CHANGE PER ( SE I WIRE \�� I MAIN FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. STATE LAW. 45' �_ _ E CONTRACTOR R 4. TH HAVE A COPY OF THE SEWER NOTES 2. do 3. DOCUMENTS ON 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE DiRECT10N OF FLOW I ; I CTO SHALL VE THE JOBSITE AT ALL TIMES. SEWER PIPE AND ANY OTHER UTILITIES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH THE DATE OF FINAL ACCEPTANCE BY LCWD AND SHALL REPAIR OR REPLACE ANY WORK LCWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT. REGULATIONS 12" 12 4 a f d THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LCWD. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED 6 QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL PRIV ENG EE NOT ENG INE E R L CWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE UPSTREAM WORK BY THE LCWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. SEC TIO N SEWER QUANTITIES. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS UNLESS OTHERWISE SHOWN AS APPROVED BY LCWD ON THE PLANS. REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LCWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWD. 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION 6" BY THE CONTRACTOR. 8. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEET'S AND SHALL COMPLY WITH LCWD STANDARD SPEC SURVEY 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE � REQUIREMENTS. SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG 4" OR 6" SADDLE OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD PERMIT FOR LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL 6 0 w P , CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LCWD R OR SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED 45• WIRE - -�-- TO CONSTRUCTION. AT THE POINT OF CONNECTION. a 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, 6" JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CO NTIN US UO d . • CLASS B P.C.C. BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST • d 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN ' PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, CONSTRUCTION IS NOT IN PROGRESS. , . SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM .. THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE 6" INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD SEWER END VIEW ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LCWD INSPECTOR PRIOR TO EXCAVATION. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE BY LCWD WILL BE AT CONTRACTOR EXPENSE STANDARD SADDLE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL L,() MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT NOT TO SCALE cV SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE L SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH Ln FOR REVIEW AND APPROVAL_ CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. M 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS to WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY BEST OF THE PRIVATE ENGINEERS KNOWLEDGE, THERE ARE NO EXISTING UTILITIES 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE to PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, �p OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL 14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENTATION OF THE 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF. ANY AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION - UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. FOR FINAL ACCEPTANCE 13Y LCWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO THE LCWD INSPECTOR PRIOR TO PAVING. TRENCHING. d 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL., STATE, AND FEDERAL V SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. Z 17. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER w WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD SPEC. Z 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. W SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. W 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD DISTRICT ENGINEER Z IN WRITING PRIOR TO CONSTRUCTION. 0 Z Ld O F_ qt T D SS /00 CLI LLI SAN DIEGUITO ENGINEERING, INC. AS BUILT" c3S14! m Z 4407 MANCHESTER, SUITE 105 I`>fQ. ENCNITA, CA 9204 PHONE- 619) 753 - 5525 BY : 7/ /O' �� >� DATE }� ()YlNt . `v .. CIVIL ENGINEERING 9 PLANNING RC 381'# fr EXP:.3� LAND SURVEYING = h REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. E TAS- THI HEFT ► oo PLANS PREPARED UNDER THE SUPE SIO OF RECOMMENDED APPROVED s s M M G� DESCRIPTION. COUNTY BENCH MARK NO IMPROVEMENT PLANS FOR: 6U I �- T ? u o OC 0173- SDCO DISC STMP 0 OC -173 N A > DATE: 7' t o� BY BY: 3900-1 LOCATION: IN CONC SDWK AT SE COR OF HORIZONTAL WOODLEY RD BRIDGE O I -5, R.C.E. N 1 DATE DATE BASIL STREET TP M 93-249 RECORD FROM: Co.S.D. VERTICAL CNTRL N/A IVAN R. FOX A EL & EV: 174.53 DATUM: U GS VERTICAL EXP. WORK PROJECT N0. SHEET 3 OF 3 41 -IP3 FILE NO. 4106 GENERAL IMPROVEMENT NOTES 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 11. STANDARD SPECIFICATIONS OF LC.W.D. FOR SEWER 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND CONSTRUCTION ARE AVAILABLE AT THE DISTRICT OFFICE. WORK TO BE DONE 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING METER BOX FOR EACH RESIDENTIAL LOT. 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. THE EXPENSE OF THE CONTRACTOR. FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION), THE SAN DIEGO STANDARD 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE ( ) 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS OF ENCINITAS PUBLIC ROAD STANDARDS. R -VALUE TESTS PERMISSION OF THE DISTRICT. CONSTUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). SIDEWALK EXISTS, OR 2 FEET BEHIND WHERE SIDEWALK WILL BE 14. ALL PIPES SHALL HAVE A 4 INCH MIN. CRUSHED BEDDING, SHOWN 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTRUCTED. L.C.W.D. STANDARD DRAWING S -12. CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. LEGEND WATER MAIN. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY BE SUBMITTED TO THE ENGINEER OF WORK AND THE DISTRICT CONSTRUCTION OF BERM, CURB, CROSS- GUTTER AND PAVING. OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES RIGHTS -OF -WAY. THAT TRENCH 13ACKRLL WAS COMPACTED AS DIRECTED BY THE 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTHWORK SYMML FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN SPECIFICATIONS AND DISTRICT SPECIFICATIONS. OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE 17. SEWER LATERAL TABLE IS ON SHEET NO. THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF PROPERTY UK -_ - -- PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF CENTERLINE SHOWN ON THESE PLANS. SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE - -58 --� 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND' CONT 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR DIEGUITO WATER DISTRICTS SPECIFICATIONS. DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PROPOSED GRADE 548 TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN DOSTM ORADE 54.75 FACILITIES SUFFICIENTLY PRIOR TO CONSTRUCTION TO PERMIT DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY REVISIONS TO PLANS, IF NECESSARY, BECAUSE OF ACTUAL ARRANGE FOR INSPECTION OF PROJECT. THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE LOCATION OF EXISTING FACILITIES. PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT 13. FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE THE CONTRACTOR'S EXPENSE. CURB E AND �Z C-7 116 L -F. 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC INSTALLATION. STALK COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES, AND SHALL COORDINATE THEIR WORK WITH COMPANY 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATIVES. REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR AC PAVIdf 2625 SF ........................... THE EXISTENCE OF NON - EXISTENCE OF, ANY UNDERGROUND ... ...... • • • • . • . • . •... NOTICE (SEE * BELOW): FOR LOCATION OF ELECTRICAL FACILITIES, UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS CROSS CUTTER G-13 (MODIFIED) 128 SF GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO PROJECT. GAS AND ELECTRIC COMPANY. TELEPHONE: 232 -4252 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING OR PROPOSED _ 12') DRIVEWAY G 3 EACH 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY CONNECTION SHALL BE FIELD VERIFlED. ALL EXISTING OR PRIOR TO STARTING WORK NEAR COMPANY FACILITIES, AND SHALL PROPOSED UTILITIES CROSSINGS OR WITHIN 10 FEET OF 3 WATER LATERAL S -1 3 3 EACH COORDINATE THEIR WORK WITH COMPANY REPRESENTATIVES. PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS NOTICE (SEE *BELOW): FOR LOCATION OF FACILITIES AND GIVEN WRITTEN PERMISSION BY WATER DISTRICT. C SEWER LATERAL S -13 N 3 EACH APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TELEPHONE: 298 -0595 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE DECLARATION O F RESPONSIBLE CHARGE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS CURB OUTLET D-25 3 EACH 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE t IF NEEDED. AND ANNUAL TESTING OF BACKFLOW DEVICES ARE RESPONSIBILITY DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE WALL C -2 s OF OWNER. BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE CONSISTENT WITH CURRENT STANDARDS. FOUNDATION WALL "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND Lo AND APPURTENANCES CONTACT DIMENSION CABLE. FIRE HYDRANTS AND S.D.G.& E. VAULTS. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A STREET LIGHT (100 W HIPS) bF N 1 REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OR WORK, " °-- DOSTING POWER POLE LA TELEPHONE: (800) 422 -4133 18. UTILITIES IN MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN OF MY RESPONSBILITIES FOR PROJECT DESIGN. OFt� �' E - - � Pp PARALLELING WATER SERVICES. <A (rN� Lo 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE � R p \�c•! EXISTING SEWER MANHOLE Q 4 SHOWN ON THE "AS- BUILT' IMPROVEMENT DRAWINGS. ALL 19. CONTRACTOR & DEVELOPER IS RESPONSIBLE TO RELOCATE ANY (, te9 -'J� ti \ 2 MH SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- EXISTING WATER FACILITY (t.h., METERS, VALVES, VALVE BY D ATE.- G M WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF BOXES, ETC.) THAT ARE EFFECTED BY ITS PROJECT. RAN R. F X EXP: 3 'J� �J � CID (38144 r , In ENCINITAS. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY f/1 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE ENGINEER OF W NOTE s RELOCATED OUTSIDE THE AREAS TO BE PAVED. DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO l CNIL \r COUNTY WASTE DIVISION. PRIOR TO USING THESE PLANS FOR ANY CONTRACTUAL OR WORK � CAUFO�� 13. ALL LUMINARIES SHAT PROVIDE TRUE 90 DEGREE CUTOFF, AND PURPOSE, THE ENGINEER OF WORK MUST BE CONTACTED IN WRITING FOR 40 ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. THEIR CURRENT WORK AND SAFETY REQUIREMENTS AND GENERAL WORK 14. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S SEWER NOTES NOTES WHICH MAY: BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON; OFFICE A PRE - CONSTRUCTION MEETING, AND SHALL 1, ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY AFFECT THE WORK; AFFECT THE COST OF THE WORK. PROVIDE AT LEAST 48 HOURS NOTICE FOR SAID MEETING. WATER DISTRICT (LC.W.D.) STANDARD SPECIFICATIONS. 15. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION "W*, RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. PRIOR TO ANY CONSTRUCTION. O W N E R S STATEMENT THE CURB. PROVIDE AT LEAST 48 HOURS NOTICE FOR SAID MEETING. PROVIDE AT LEAST 48 HOURS NOTICE FOR SAID MEETING. 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO INSPECTOR PRIOR TO BACKFILL OVER ANY SEWER 'Y S. V 16. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A THESE PLANS. Z MANNER AND LOCATION APPROVED BY THE INSPECTOR. 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A OF THE SPECIFICATIONS. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR .. WATER NOTES ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES (� 5. NO REVISIONS SHALL L.C. MADE TO THESE PLANS WITHOUT THE ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF ,t 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE APPROVAL OF THE L.C.W.D. ENGINEER. IMPROVEMENTS. 0 i m' � CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENT SHOWN ON THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THESE PLANS WITHIN THE EXISTING CITY RIGHT -OF -WAY WITHIN 60 SITE A J AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND L YEAR AFTER THE DATE OF ACCEPTANCE. UTILITY, PIPE OR STRUCTURE WITHIN LIMITS OF THIS DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE y 0 Z PROJECT. SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL �►7 ' 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK .0 WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF 7. ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD ASSOCIATED WITH THE PROJECT OR UNDER MY CONTROL. Z SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE AFTER CONSTRUCTION OF AL OTHER UTILITIES AS SPECIFIED IN �) W ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL THE LC.W.D. SEWER SPECIFICATIONS. TELEVISING OF MAINS Q COORDINATE WITH DISTRICT AL ARRANGEMENTS FOR HIGH- MAY BE REQUIRED. � LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN. OWNER: DA 0 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF JUNE WOOD 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. ADDRESS: PO BOX 2134 VICINITY MAP CE TER LINE FINISH GRADE OF STREET. INCHES BELOW y ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 LEUCADL4, CALIFORNIA 92023 NOT -TO -SCALE E N C I I T A S o INCH MINIMUM COVER. LLI 0 All. OROPOSED ELEGne1CAZ ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. TELEPHONE: (619) 753 -6575 (THOMAS BRO COORD. 24 D -3) CpAS� AND TELEPHONE 0 am Dit' urlo aIIwmwa q m 5&XViCe WirHiv TN 15 10. ALL LOTS SHALL BE SERVED BY A 4 INCH V.C.P. LATERAL SET ASSESSOR'S PARCEL NUMBER: 256 - 081 -20 PROJECT BOUA� AXV AT A MINIMUM GRADE OF 2.09: WITH A MINIMUM DROP OF 0. 4407 MANCHESTER, SURE 105 A RE "(/NDER 690 D 3 Z /NS7AL 4r1oVS.'1 FEET, AND AN INVERT DEPTH OF 6 FEET MINIMUM BELOW TOP OF ENCINITAS, CA 92024 CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY Q PHONE: (619) 753 -5525 LC.W.D. V) CM LA1W SUW#SVW2 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCIN17ASFIRE PROTECTIONDIST• APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W/o DESCAIPTIION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RE APP IMPROVEMENT PLANS FOR: Oc 01 73- SIDED DISC STWPD OC -1 DAB -z f -1f NY- BAY: 3900 -1 LOG1DIt N COLIC SDWK AT SE CON OF HORIZONTAL N A WOODLEY RD BRIDGE • I - 5,, R.C.E. No.: 336144 DAM- DAIS -Z1-4 BASIL STREET TPM 93 -249 RECORD FWk G.S.D. VERnCAL OM E1EV: 174.53 Wft USC & GS N�A 0Y 4DAT MW Fes( op. J -f /_ WOIK PNQIE>OF ow SHM 1 OF 2 410hIP1 O. 4106 NoText