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1993-3549 I (Plans) WORK TO BE Von _ GEN ERA L �E� SEWER NOTES WATE NOTES STANDARD STREET LIGHT ARM 1. A PERMIT SIMLL BE OBTAINED FROM THE CIT'! OF ENCINITli8 1: ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY I. HATER MAINS, LATERALS AND APP BBALL WE PER E -1 pp IMPROVEMENTS COIMBT OF TAE FOLLOWINt� WORK TO BE DONE ACCORDING TO ?HESS LW&NEEIRW& L1EP)9XlTMENT FOR ANY WORK WITHIN THE STREET WATER DISTRICT (LCWD) STANDARD SPECIFICATIONS. CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF RIGHT -OF -NAY. THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL R/W 481 Raw PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD 20 THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 2. WE SECTION SHALL BE IX ACCORDANCE WITH CITY PRIOR TO ANY CONSTRUCTION. YEAR AFTER THE DATE OF ACCEPTANCE. 20' 18' O' s TREE STREETS AND STANDARDS REFERENCE DRAWINGS. SEE NOTE OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY *10.8' 1g' �� 5' BELOW ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO 30 THE CONTRACTOR MUST BECURE APPROVAL FROM THE LCWD 2• UNLESS OTHERWISE NOTED, -ILL CONNECTIONS TO EXISTING MAINS 2 :1 S.D.C. s BAN DIEGO COUNTY CONSTRUCTION. INSPECTOR PRIOR TO BACRFILL OVER ANY SEWER Y'S. WILL BE MADE BY THE CONTWACTOR, UNDER THE SUPERVISION OF , 2 5 , SLOPE S. D.W.D. s BAN DIEGUITO WATER DISTRICT BAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE I 2q� 7W S.D.P. s SAN DIEGO PRECAST 3. APPROVAL OF THESE PLA2M AB BROWN DOES NOT 4• THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL ��., B.D.R.B.D. s SAN DIEGO REGIONAL STANDARD DRAWINGS CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE OF THE SPECIFICATIONS. COORDINATE WIHT DISTRICT ALL ARRANGEMENTS FOR HIGH- PCC SIDEWALK LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN. EXIST.CONC. fi"CO PROJECT BOUNDARY. NC CURB S. 300 REVISIONS SHALL BE NADE TO THESE PLANS WITHOUT THE ROAD SURFACE & GUTTER NO. ITEM i BTD. DWG. SYMBOL QTY t. ALL UNDER COX VZ�ILI'TIEB WITHIN THE STREET RIGHT -OP' -WAY APPROVAL OF THE LCWD ENGINEER. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER TYPICAL SECTION FOR STRUCTURAL SECTION SHALL BE CONSTRUCTED CONNECTED AND TESTED PRIOR TO AMAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW SEE NOTE 2. O CONSTRUCT 4" AC PAVING OVER 9" All OR , CONSTRUCTION OF BERM CURB, CROSS GUTTER AND PAVING. 90 APPROVAL OF THIS FLAY BY LCWD DOER NOT A CENTER LINE FINISH GRADE OF STREET. HILLCREST DRIVE • NO SCALE NATIVE BASED ON "R" VALUE. Q 3,719 SF REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR 5 +1921 TO 7+0929 STREET TREES SHOULD BE M IN. 15 GAL SIZE l SELECTED FROM 2 CONSTRUCT TYPE "A DIKE PER SDRSD G -5. 194LF S. THE EXISTENCE AM LOCATION OF EXISTING UNDERGROUN THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND 4. ALL SERVICES TO BE CONSTRUCT D ED CLEAR OF DRIVEWAYS. THE FOLLOWING LIST: MONTEREY CYPRESS SUGAR GUM " FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH UTILITY, PIPE OR STRUCTURE WITHIN LIMITS OF THIS PROJECT. AUSTRALIAN TEA TREE, NEW ZEALAND TEA ThEE, TAIWAN IFLOWERING� OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. y S• CONTRACTOR TO FURNISH COPPER WATER SERVICE AND METER BOX CHERRY, JAPANESE FLOWERING CHERRY STREET TREES TO BE �� CONSTRUCT 6" TYPE "G" CURB AND GUTTER PER y 312 L THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 70 ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD FOR EACH RESIDENTIAL LOT. PLANTED WITH ROOT BARRIER PER CITY OF ENCINITAS STANDA SDRSD G -2. THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TARE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AS SPECIFIED IN 22' PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY THE LCWD SEWER SPECIFICATIONS. TELEVISING OF MAINS MAY S. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE 20' 7O CONSTRUCT 4" PCC SIDEWALK PER SDRSD G -7. .. , SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT BE REQUIRED. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 1' t0' 10' 1' - 7 � 5 SHOWN ON THESE PLANS. 2:1 SLOPE 2:1 SLOPE O CONSTRUCT AC DRIVEWAY APRON PER SDRSD ® 4m S• CONTRACTOR SHALL NOTIFY LCWD 48 HOUR8 IN ADVANCE OF 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF 10 I DS -7. 9. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE NET BY WORK BEGINNING WORK 80 THAT INSPECTION CAN BE PROVIDED. SIDEWALK• EXISTS, OR 7 FEET FROM FACE OF CURB WHERE 2V TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR SIDEWALK WILL BE CONSTRUCTED. 6'CONC CURB CONSTRUCT I6' WIDE CONCRETE DRIVEWAY PER TO CONSTRUCTION OF NEW WORK CONTRACTOR WILL MAKE !+ ALL MAINS AM LATERALS SHALL BE CONSTRUCTED WITH A 48 SDRSD G -14 !' 466SF EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND INCH MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED S. PROVIDE AIR'RELEASE ASSEMBLIES AT ALL HIGH POINTS IN 6 -AC BERM 2'AC 4 -AB b GUTTER • FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO CLEAR OF DRIVEWAYS. WATER MAIN. TYPICAL SECTION r13 c°xsTRVCT TRENCH RESVRFACINC PER HORS° PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY -- G -24. 55SF BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 10• ALL LOTS SHALL BE SERVED BY A 4 INCH VC? LATERAL SET AT 9• CONTRACTOR SHALL 03TAIN ENCROACHMENT PERMIT FROM THE PRIVATE DRIVE NO SCALE • A MINIMUM GRADE OF 2.0% WITH A MINIMUM OF 0.3 FEET, COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY EXCAVATION 14 CONSTRUCT TYPE "D" PEDESTRIAN RANI! PER gEA TH T. 272 CONTRACTOR SHALL NOTIFY E BAN DIEGO GAS i ELECTRIC AND AN INVERT DEPTH OF 5.5 FEET MINIMUM BELOW TOP OF CURB WITHIN EXISTING COUNTY RIGHTS -OF -WAY. SDRSD G -31. MODIFIED FOR A.DAA.G DETECTABLE COMPANY PRIOR TO'STARTING WORK NEAR COMPANY FACILITIES AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY LCWD. WARNINGS. AND SHALL COORDINATE HIS WORK WITH COMPANY 10• THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAEEN V CONSTRUCT TYPE "A" CURB OUTLET PER BDRS L 41 i AEA REPRESENTATIVES. 11• STANDARD SPECIFICATIONS OF LCWD FOR SEWER CONSTRUCTION WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY D -25. NOTICE: ALL ELECTRIC AND GAB SERVICES WITHIN ARE AVAILABLE AT THE DISTRICT OFFICE. RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE ThI8 PROJECT ARE " UNDERGROUND EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF 5© CONSTRUCT ALLEY APRON PER BDRSD 0-17. 3565E INSTALLATIONS ". FOR LOCATION OF 12• ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY ' ELECTRICAL CABLES AND GAS PIPING AND THE EXPENSE OF THE CONTRACTOR. BENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. ®5 OVERLAY EXISTING AC PAVING AS REQUIRED TO \ \ 166SF APPURTENANCES. PROVIDE A SMOOTH TRANSITION. 13 JOB MIXING OF CONCRETE WILL NOT 8E ALLOWED WITHOUT THE 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE TELEPHONE: 1 $00 422 -4133 (DIG PERMISSION OF THE DISTRICT. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN 5� REMOVE EXISTING A C PAVING. 2075F ALERT) DIEGUITO WATER DISTRICT'S SPECIFICATIONS. AC BERM. REMOVE EXISTING 14• ALL* PIPES SHALL HAVE 4 ZRCH XINIMUM CRUSHED BEDDING, --�- 67LF S. 21M CONTRACTA SHALL NOTIFY THE PACIFIC TELEPHONE AND COMPANY SHALL SHOWN ON LCWD STANDARD DRAWING 5 -12. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S IlTSPECTIOR PRIOR TO STARTING WORK NEAR COMPANY FACILITIES • DEPARTMENT 48 HOURS IN ADVANCE OP BEGINNING WORK TO ' COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 15• INSPECTOR SHALL BE FIIRNISHED THREE SETS OF CUT SHEETS. ARRANGE FOR INSPECTION OF PROJECT. INSTALL - DOMESTIC 1" WATER SERVICE 3EA NOTICE ALL TELEPHONE SERVICES WITHIN THIS ii• WHERE TRENCHES ARE.WITHIN EASEMENTS SOILS REPORTS SHALL 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE - PROJECT BOUNDARY ARE "UNDERGROUND BE SUBMITTED TO THE ENGINEER OF WORK AND THE DISTRICT INSTALLATION. O INSTALL 4" PVC BEN LATERAL PER BDRSD 5 3EA INSTALLATIONS ". FOR LOCATION OF ENGINEER BY A QIIALIFIED SOILS ENGINEER WHICH CERTIFIES CABLES AND APPURTENANCES CONTACT THE THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE 14. APPROVAL OF THIS BY BAN DIEGUITO WATER DISTRICT DOER NOT PACIFIC TELEPHONE COMPANY. SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE INSTALL STREET LIGHT PER SDRSD E -1- AEA SPECIFICATIONS AND DISTRICT SPECIFICATIONS. LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY ( MODIFIED TO UTILIZE EXIST. POWER POLE.) TELEPHONE: 1 800 422 -4133 (DIG UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS ALERT) 17. SEWER LATERAL TABLE IS ON' SHEET NO. 2 OF THIS PROJECT. 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO IS. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTIOA 6205 IS. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESI(;N, CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF r.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. 10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND GIVEN WRITTEN PERMISSION BY WATER DISTRICT. APPURTENANCES CONTACT: APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY IS. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE QUA TITIEB NOTE: TELEPHONE: 1 -800- 422 -4133 THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S - - - -'- 11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT SATISFACTION. BACRFLOW DEVICES ARE TO BE INSTALLED THE QUANTITIEa ABOVE am ESTIMATED FOR so"O CNG M1fD IT THE CONTRACTOR'S EXPENSE. DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL PURPOSES ONLY. THE ENGINEER I8 NOT RESPONSIBLE FOR QUANTITIES SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE OF WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF WORK TO BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN OR ENCINITAS. 17. MIkMIIM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN THESE PLANS. FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 12 x0 PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE, RELOCATED OUTSIDE THE AREAS TO BE PAVED. IS. UTILITIES TO MAINTAIN MINIMU S FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 13 THE Y CONTRACTOR OF SHALL NOTIFY R AND OBTA APPROVAL CF T8E 19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCATE ANY LEXP S BUILT IT IS AGlr'ED THAT FIELD +CORDYTIONS MAY CHUtGaS Tp FIELD. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, THESE PLANS. �� VALVE BOXES, ETC.) THAT ARE EFFECTED BY ITS PROJECT. 14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH IRZ'ETASI"TY TYPE IT IS FURTHER AGREED 'THAT THE OWNER (DEVELOPER) SHALL HAVE A REFLECTIVE FACE OR EQUIVALENT. 20• CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 13 CONTRACTOR SHALL REQUEST FROM THE CITY EAGIREER'S OFFICE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 COUNTY WASTE DIVISION. SCO RCE 29577 ATE THE IMPROVEMENTS. HOURS OF NOTICE FOR SUCH A MEETING. 1 -99 I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON -19 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY THESE.PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS > GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,1 $YDROSEEDED SLOPES SHALL 8E IRRIGATED BY WATER TRUCK IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED Ow (7� UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. ��' WITH Z THIS PROJECT OR UNDER MY CONTROL 17 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS ��S Fr INFORMANTION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES AS SHOWN ON PLAN SATISFIES THE REQUIREMENTS DEMARA'1'ION OF RESPONSIBLE CHARGE G Wcn = NOT CONSTITUTE APPROVAL'OR RESPONSIBILITY OF ANY KIND FOR AS STATED IN THE FINAL NOTICE OF APPROVAL FOR --------------------- & 4 W O THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. TAB/' 9?D AND THE STANDARDS FOR PRIVATE STREETS _ :' I NAT DA AE ? 0 Q N (IF APPLICABLE). Z HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS o } w 40 PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE Z m IS cCIRahVERTRATED lLOIf3 ACROSS DRIVEWAYS •AND /dR SIDEWALK'S atp�"a 29 9.S DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE in W = Q + SHALL NOT BE PERMITTED. DRAINAGE SHALL HE TRANSMITTED AYNE SCO, R.C.E.29 ' DATE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS ; Z c 17 UNDER SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC CONSISTENT WITH CURRENT STANDARDS. n Sp` 254- 101 -01 U Z Q STREET. R =t Q N y) u REVIEAED FOR CONFORMANCE QITEI PRIVATE STREET I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND '^ Qfh 0 r STANDARDS: U` SITE ADDRESS: 219 EILLCREST DRIVE stn 19. ALL LUMINARIES SHALL PROVIDE TRUE 90 CUTOFF, AND ALLOW SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A LEUCADIA, CA 92024 .. NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF �L w BY. �i MY RESPONSIBILITIES FOR PROJECT DESIGN. 0 L = a OWNER / PERMITTEE: MENRY D. KEDENBURG 1 TY ENGINEER R.C.E. D rE ` f QROf �n c.A y 219 HILLCREST DRIVE ; f'� Qua Z9 E A. p V y n L LEUCADIA, CA 92024 Q WAYNE POSCO RCE 29577 15ATE � 9 � � N z LEGAL DESCRIPTION: PORTIONS OF LOTS 1, 2, 11 121D 12 BLOCK 21 } p OF NORTH LEUCADIA TOGETHER WITH A PORTION OF MONTEREY STREET, (/') • LEUCADIA BLVD VACATED AND CLOSED TO PUBLIC USE, IN THE CITY OF ENCINITAS, .. O EXP. 3-31-91P COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. (/') Z CONTRACTOR TO EXPOSE AND VERIFY ALL EX i MNG UNDERGROUND VICINITY MAP 524. W � FACILITIES PRIOR TO SCHEDULING CONSTRUCTION AND NOTIFY `�•!�, I NO SCALE W W W ENGINEER OF WORK IF CONFLICTS EXIST . z W Z o0 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT DESI MS TJ DG APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W Q Q_ AS BUILT i DESCRIPTION: CITY OF ENCINITAS NAD 83 PLANS PREPARED UNDER SUPERVISION OF RECOM EN ED A IMPROVEMENT PLANS FOR: CONTROL PT. NO.10 LOCATION: MEDIAN OF HWY 101, 200' * HOR120NTAL N/A DATE : T B y: • F' B Y: HILL DRIVE $ "PRIVATE DRIVE" 3549 I NORTH OF LA COSTA AVE. �O (PUBLIC) (PR I VATE ) EL. 38.00 N/A �� I �'o R.C.E. NO.: 29577 DATE: 3 DATE: �L�''� ' VERTICAL rein `� _ (0 3T ° `NE PASCO - T P M 93-030 Epp, 3 -31 -95 CORK PROJECT N0. SHEET 1 OF 2 PE 544 ___l_' .. - . -----.-- . - . - - . .- . . . . i I . . . � : . . . .' . . - ; I . � � � I . � I I � I � I . : I . . � I . . . 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I , t I , - - i - . � � + - + - --+ - -, - 4 4 - t - - * - - --� - - - - ­4 - - - __ - i- � - . i . . +' - 1 __4____ - ___ I 11 ; I , I _ 4__ - - - ___­f__ - ____ +-- - -- -4- _- _-�___ - f- - - I---- - !-- 4 . -_ - - - -1 - 1 4 - - __ � - -- - - - - 4 , - � i I I ! , I I ; I - I , - --- T_ - - - -, - - - - . - - I I - I . � I i I - I - I + - 4 + I i I I I 1 I - I i 1 , , - I , , ; + � . - . - + - - 1 1 ; - i , I . t - - ', 1413)0 WORK TO BE DONE GENERAL NO SEWER NOTES WATER NOTES STANDARD STREET LIGHT ARM I. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY 1• WATER MAINS, LATERALS AND APPURTENANCES SHALL BE PER E -1 �EXIST.PP ENGINEERING L>EPARTMENT FOR ANY WORK WITHIN THE STREET WATER DISTRICT (LCWD) STANDARD SPECIFICATIONS. CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE RIGHT -OF -WAY. THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL R/W 48' II R PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD 2• THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY PRIOR TO ANY CONSTRUCTION. YEAR AFTER THE DATE OF ACCEPTANCE. 20' 18' II g6l STREET TREE STREETS AND STANDARDS REFERENCE DRAWINGS. OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY SEE NOTE ENGINEER. "R" VALUE TESTS SHALL HE REQUIRED PRIOR TO 3• THE CONTRACTOR MUST SECURE APPROVAL FROM THE LCWD 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS 110.8 18 2, 2.1 BELOW S.D.C. = SAN DIEGO COUNTY CONSTRUCTION. INSPECTOR PRIOR TO BACKFILL OVER ANY SEWER Y'S. WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF 2 ' SLOPE S.D.W.D. = SAN DIEGUITO WATER DISTRICT SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE S.D.P. = SAN DIEGO PRECAST 3• APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 4• THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL 7 _ ° -�. 2 =; S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE OF THE SPECIFICATIONS. COORDINATE WIHT DISTRICT ALL ARRANGEMENTS FOR HIGH- 1 PCC SIDEWALK PROJECT BOUNDARY. LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN. EXIST. CONC. // CONC CURB 5• NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE ROAD SURFACE & GUTTER NO. ITEM fi STD. DWG. SYMBOL QTY 4• ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY APPROVAL OF THE LCWD ENGINEER. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER TYPICAL SECTION FOR STRUCTURAL SECTION SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW SEE NOTE 2. O CONSTRUCT 4" AC PAVING OVER 6" AB OR CONSTRUCTION OF BERM CURB, CROSS GUTTER AND PAVING. 6• APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A CENTER LINE FINISH GRADE OF STREET. HILLCREST DRIVE • NO SCALE NATIVE BASED ON "R" VALUE. 3,711 SF REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR 5 +19.21 TO 7 +09.29 5• THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. STREET TREES SHOULD BE MIN. 15 GAL SIZE 81 SELECTED FROM FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH UTILITY, PIPE OR STRUCTURE WITHIN LIMITS OF THIS PROJECT. THE FOLLOWING LIST: MONTEREY CYPRESS, SUGAR GUM, O CONSTRUCT TYPE "A" DIKE PER SDRSD G -5. 194LF AUSTRALIAN TEA TREE, NEW ZEALAND TEA TREE, TAIWAN FLOWERING OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. ' 5• CONTRACTOR TO FURNISH COPPER WATER SERVICE AND METER BOX CHERRY, JAPANESE FLOWERING CHERRY STREET TREES TO BE O CONSTRUCT 6" TYPE "G" CURB AND GUTTER PER THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 7• ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD FOR EACH RESIDENTIAL LOT. PLANTED WITH ROOT BARRIER PER CITY OF ENCINITAS STANDARDS. 312 L THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AS SPECIFIED IN IQ 221 SDRSD G -2. PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY THE LCWD SEWER SPECIFICATIONS. TELEVISING OF MAINS MAY 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE 1 201 O CONSTRUCT 4" PCC SIDEWALK PER SDRSD G -7. SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT BE REQUIRED. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 1' 10' 10' 1' 715SF SHOWN ON THESE PLANS. 2:1 SLOPE i 2:1 SL O CONSTRUCT AC DRIVEWAY APRON PER SDRSD ® 8• CONTRACTOR SHALL NOTIFY LCWD 48 HOURS IN ADVANCE OF 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO 405E 6• LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE 2•/3 DS -7. TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR SIDEWALK WILL BE CONSTRUCTED. 11 CONSTRUCT 16' WIDE CONCRETE DRIVEWAY PER TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE 9• ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 6 9 CON CURB 7UT: 466SF EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND INCH MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN 6 "AC BERM -AC /4-AB b GUTTER SDRSD G -14. FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO CLEAR OF DRIVEWAYS. WATER MAIN TYPICAL PIC A L SECTION 13 CONSTRUCT TRENCH RESURFACING PER SDRSD PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY G -24. 55SF BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 10• ALL LOTS SHALL BE SERVED BY A 4 INCH VCP LATERAL SET AT 9• CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE PRIVATE DRIVE A MINIMUM GRADE OF 2.0% WITH A MINIMUM DROP OF 0.3 FEET, COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY EXCAVATION NO SCALE O 14 CONSTRUCT TYPE "D" PEDESTRIAN RAMP PER � 2EA 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS fi ELECTRIC AND AN INVERT DEPTH OF 5.5 FEET MINIMUM BELOW TOP OF CURB WITHIN EXISTING COUNTY RIGHTS -OF -WAY. SDRSD G -31. MODIFIED FOR A.DAAG.DETECTABLE COMPANY PRIOR TO' STARTING WORK NEAR COMPANY FACILITIES AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY LCWD. WARNINGS. REPRESENTATIVES. 11• STANDARD SPECIFICATIONS OF LCWD FOR SEWER CONSTRUCTION AND SHALL COORDINATE HIS WORK WITH COMPANY 10• THE DISTRICT REQUIRES TEAT COMPACTION TESTS BE TAFEN 26 CONSTRUCT TYPE " A " CURB OUTLET PER SDRSD I �,.,! 1EA WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY D -25. NOTICE: ALTS ELECTRIC AND GAS SERVICES WITHIN ARE AVAILABLE AT THE DISTRICT OFFICE. RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE ThIS PROJECT ARE "UNDERGROUND EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF 54 CONSTRUCT ALLEY APRON PER SDRSD G -17. (NSTALLATIONS ". FOR LOCATION OF 12• ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY L-J 2565E ELECTRICAL CABLES AND GAS PIPING AND THE EXPENSE OF THE CONTRACTOR. SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 55 OVERLAY EXISTING AC PAVING AS REQUIRED TO \ \ APPURTENANCES. PROVIDE A SMOOTH TRANSITION. 166 SF 13• JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE TELEPHONE: 1 800 422 -4133 (DIG PERMISSION OF THE DISTRICT. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN 56 REMOVE EXISTING A C PAVING. ALERT) DIEGUITO WATER DISTRICT'S SPECIFICATIONS. 2075E 8• THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 14• ALL PIPES SHALL HAVE 4 INCH MINIMUM CRUSHED BEDDING, 57 REMOVE EXISTING AC BERM. 67LF SHOWN ON LCWD STANDARD DRAWING S -12. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 15• INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. ARRANGE FOR INSPECTION OF PROJECT. (W) INSTALL DOMESTIC 1 WATER SERVICE - 3EA NOTICE ALL TELEPHONE SERVICES WITHIN THIS 16• WHERE TRENCHES ARE WITHIN EASEMENTS SOILS REPORTS SHALL 13• FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE PROJECT BOUNDARY ARE "UNDERGROUND BE SUBMITTED TO THE ENGINEER OF WORK AND THE DISTRICT INSTALLATION. ® INSTALL 4 PVC SEWER LATERAL PER SDRSD 3EA INSTALLATIONS ". FOR LOCATION OF ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES S -13. CABLES AND APPURTENANCES CONTACT THE THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE 14. APPROVAL OF THIS BY SAN DIEGUITO WATER DISTRICT DOES NOT PACIFIC TELEPHONE COMPANY. SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE 48 INSTALL STREET LIGHT PER SDRSD E -1. 0 _ � 1 E I a SPECIFICATIONS AND DISTRICT SPECIFICATIONS. LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY ( MODIFIED TO UTILIZE EXIST. POWER POLE.) i I 1 800 422 -4133 (DIG ALERT) UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS m 17. SEWER LATERAL TABLE IS ON'SHEET NO. 2 OF THIS PROJECT. " 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO I r 18• THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, i z CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF I•E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED 5 IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR = FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED m DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. > 10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND GIVEN WRITTEN PERMISSION BY WATER DISTRICT. APPURTENANCES CONTACT: APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN _ TELEPHONE: 1- 800 - 422 -4133 VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE QUANTITIES NOTE: --------------- THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S --------------- PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED m „ 11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE x SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL THE CONTRACTOR'S EXPENSE. DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE THE QUANTITIEc ABOVE ARE ESTIMATED FOR BONDING AND PERMIT a WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE OF WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF WORK TO BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON ENCINITAS. 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN THESE PLANS. 12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. RELOCATED OUTSIDE THE AREAS TO BE PAVED. 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE PARALLELING WATER SERVICES. CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE 19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCATE ANY AS BU I LT FIELD. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, THESE PLANS. 14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE VALVE BOXES, ETC.) THAT ARE EFFECTED BY ITS PROJECT. REFLECTIVE FACE OR EQUIVALENT. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 20 ASBESTOS CONTRACTOR WATER S PIPES REMOVED A _ FROM THE GROUND WERE T yY C PLANS WHICH THE CITY C ENGINEER EDETERMZNES 15 CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO ��` J - A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 COUNTY WASTE DIVISION WAYNE P SCO RCE 29577 ATE ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF . HOURS OF NOTICE FOR SUCH A MEETING. EXP. 3-31-99 THE IMPROVEMENTS. 16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS Ln WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH r�l HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, Q 0 - UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. Off. IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH U` W 01 Z Q 17 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS 5 THIS PROJECT OR UNDER MY CONTROL - INFORMANTION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES AS SHOWN ON THIS PLAN SATISFIES THE REQUIREMENTS DECLARATION OF RESPONSIBLE CHARGE � U Luo NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR AS STATED IN THE FINAL NOTICE OF APPROVAL FOR __ _______________________________ �� W = N THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. TRN 99-4PM AND THE STANDARDS FOR PRIVATE STREETS. Z I NAT DA E ? O Q N (IF APPLICABLE). Z HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS W PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE c'j ��� Z r m OD 18 CONCENTRATED FLOWS ACROSS DRIVEWAYS -AND/OR SIDEWALKS Q p�,o Z 9 9,3 DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE SHALL NOT BE PERMITTED. ' DRAINAGE SHALL BE TRANSMITTED WAYNE �SCO R.C.E.29577 DATE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS o p O W 3 E Q Lo UNDER SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC CONSISTENT WITH CURRENT STANDARDS. y SpN'F� G O Z Z N STREET. O 1n N r4 APN: 254- 101 -01 U < REVIEWED FOR CONFORMANCE WITH PRIVATE STREET o RO• Z N L ,STANDARDS: I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ` G 0 r y U cL � 0 19. ALL LUMINARI SHALL PROVIDE TRUE 90° CUTOFF, AND ALLOW c0 SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A n 0 SITE ADDRESS: 219 HILLCREST DRIVE � Z NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. l\ REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF c v� N LEUCADIA, CA 92024 1 ? �i MY RESPONSIBILITIES FOR PROJECT DESIGN. 3 D LLI NEER R.C.E BY ' O y� y - = OWNER / PERMITTEE: HENRY D. KEDENBURG TY ENGI. DATE _.ni n m f 1(�""• 0 � 1 D y� a 219 HILLCREST DRIVE 1 9/ 1 " NEA. y v m � LEUCADIA, CA 92024 Q WAYNE PXSCO, RCE 29577 15ATE 3 v 9L LEGAL DESCRIPTION: PORTIONS OF LOTS 1, 2, 11 AND 12 BLOCK 21 O c;. OF NORTH LEUCADIA TOGETHER WITH A PORTION OF MONTEREY STREET, (n Na M77 LEUCADIA BLVD VACATED AND CLOSED TO PUBLIC USE, IN THE CITY OF ENCINITAS, . O EXP. 3-31 -9 COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. (j) Z CONTRACTOR TO EXPOSE AND VERIFY ALL EXISTING UNDERGROUND � � V I C I N I T Y MAP sza. FACILITIES PRIOR TO SCHEDULING CONSTRUCTION AND NOTIFY � NO SCALE w �� 1 w w ENGINEER OF WORK IF CONFLICTS EXIST. �' ql�t Z Q� Z (� 0 O BEWV H MARK SCALE Z o T_ REVISIONS APPROVED DATE REFERENCES DATE SAN DIEGUITO WATER DISTRICT MS TJ DG APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w Q a AS BUILT S DESCRIPTION: CITY OF ENCINITAS NAD 83 PLANS PREPARED UNDER SUPERVISION OF RECOMbAENRED A IMPROVEMENT PLANS FOR: CONTROL PT. NO.10 LOCATION: MEDIAN OF HWY NORTH OF LA CO 101, 200' ± TA AVE. HORIZONTAL N/A DATE Z9�93 BY: •� BY: HILLCREST DRIVE & IIPRIVATE DRIVE" 3549 -I S ,p EL. 38.00 �J) / 29577 VERTICAL N/A � ��'� � - x/J�A�MI� �y YNE PASCO R.C.E. NO.: (PUBLIC) (PRIVATE) DATE: '�'� DATE: � EXP. 3 -31 -95 WORK PROJECT N TPM 93 -030 SHEET 1 OF 2 PE 544 BO - l00' uc. P, I. 61-.- WAY? C 5 + 30.00 8O- W O - 80 b Z C6 P2C )MSE0 OeS/GAJ DESIGAJ ELEV. t at 'U W Ge4DE @ $ O N 6 * $ C O cy WZF40E F Q w! h 8 t9 + h tilt 0 (9 + + + } C. "/9QN4TE Da /VE" " n Q % h to EX 15T. COA.C. S-Aerti E oor ELEV. @ CC 0YP.) 70- f� _� a tie n �n 7O- C�avT aLGEraweou 70 n I PRIVATE_ DRIVE p NOTE: 2/GHT ToP OF cuaB EQU4Gs I I = CE AJTCeLbUE EL.EV47 PGU5 I 0.20 rr. I LEPT rop OF A.C. BE em EQU4(5 I I - CEA/TEBG/A iE E4EV4T 10A/ P441-5 0 70 FT. ^� Ex /ST 8 "V. @ / /. PE2 as-BU16 DM'G• A/O.5' G.CW D• Jk 553 e- c.w.D 60- exis c_P e_ °y_. � PE as - fir a++� 2 HILLCREST DRIVE 7 a a . t n „,�v -75 h nm h mac; NpiC9l: \ Vhf h:. ®R TOPOFCU2B ELEI�T /CM/ ~ EQ 7O - Qv DE5 /GAJ ELEV FLUS 0.04FT. A.C. 5 2M UAJLE55 Vf0fW 0rr/E,QWiW PROFILES A. 70- A.C. BERM TRANSITION -70 SCALES= HORIZ. 1' - 2a AC. BERM "orIA/Srau.E 0 VERT. 1°- 4' TRANSITION @T#415T/ME — 4+50 5 +00 5 +50 n 6 +00 0 6 +50 7+00 11 7 +50 8 +00 0+00 1+00 ; ng tU y 6 W `� Q�J 1 8 1 14 2 v r` Q N� W O Op Q on p� 02 �Q QF v i` O 20, i'or m N W + OoQ g �� $ v y QC9 hV W Q\ i � h �� li 2 Q +� � - p$W �Q yp Z N F�:.L_ O �u + Ot G W + i m p N N O Ot Q k � � 01 + � N v O h V Q N � � \ a \ � v + � W � ,� 7 ?.27 T.B. L _ 3 EXIST. R/W U 1 -- / + + OI Ylh WaI C I`\ —_ EXIST.R /W1 8N w w W h ^\�ApQ. P. 4.C. BE2M 1 r r s 1 SOU S R � 7/.77 77 cv b U) d . • 1� ° L - �S • i S -5 T - S S - s - 1 - 6 EXIST CQl/C. +I \ - 8+00 - \ ` 6"aBE2M�� L - ° , ... , °, • I 1 a N V i 1 p . e 72 . /8 N 9 I .:... 0.6r m w ex /sr. 4.c ; 1 cn s �, — W — — �� 8 -EX /ST G¢455 8 t� 4 �C 67 T. - 71.77 T.C. �'� ,coAlc. Cues a GuTTE2 7 let /.79 - EX1,57 6 4C. BE2M� t 2 - " 7 _ _ >� C/AJED 15W41-46 W ° 71. 17 fE � - O to OHP EXISTIST. R� O �{�3 LiJ 71.27 IE SEWElz CCEdA/OUTS Q EXIST. R/W 2 WQ �FV W + Q i '� L_ I II H 3 v 0! ~ . i ll K '� ��IF Q �,. ++. II 2 O W U i , .�L_ C ' hQi U3 R Q ►� / N VV It i. } J h O W �W N E G�+ C �(1 �h0 O ^ ciR h Iv C� Q �1 U w W ��t90 �: �90t NC N 0! rr m 4 v W W�l J AA Ot= h gts � Ot 3 ►W. W W W ' Q \0 �� Wg °\'� i kZ Oroph } W� w - p h ��3 p Ot Q QF Ci 2 O m i3 ti 01 WHO 2 14 to i C,h).OtW I� h S N Q h I 3ih • t9 GQCi Wj I. :uh ��C Q 23 VO �v $ � $ II n �h� Q Oh �W $ N � �� ��Q aC�� ���� '� PRIVATE DRIVE ti 4 h h �U$ 1 3 0 `i� �hp� �� ��F mpi a�h�O \�i �Ci �Ci �� +, Nh i H �W c9h cv'�' 30 `� ��►� + + hQ nT o30t Z�Q a au k +\ n ro t\ 4i U Q Wc9 O W� NJ W n t a v kC $Oh�W v QV1Z hDh wv�i N h b �i WQ 1� � Au kC� w -= N +k HILLCREST DRIVE 4 �Wh CURB DATA 11 _� NO OR BEARING RADIUS LENGTH REMARKS to W G ' ± SLOPE V44Z /ES >- P06171VE TO NEGQT/VE - ' ..' _' • '•' o , 1 A/68 °34'32 "E - 20. /O' 6 "TYPE A "A.C. BE2M 1 Q - <.• ... ' .. ' . .° .. : - .. 3 w = Q Ln M A/74 ° 58'25 "E — 57.99' (o"TYPE GCU/ZBf �v 4C-, • 'a. ' o' .. ...° O Z Z CV U Q 3❑ 90 3.00' 4.7/' " Q Q VC PCTE ~ -- OHP o :. ° OHP to (0 O ® A/S /'O /'35 "W — 7.00' " v 1Q 04DLygY f � C(1 N 5 N/5 °0/'35 "W - 7.00' W STREET TlZEES a o © 90 0 00'00" 300' 4.7/' 3� IAISTALLED. Q 1 W 7❑ A/ 74 ° 59'25 "E - /06.08' ' 14 © V69 °33'S4'E - 6741' 6 "TYPE <J "4 C. BE/ZM 9❑ 5 °00'00" 5.00' _ 4.6/' N _,_ ' °. / d .: . < Q 10 A/15°O/'35 "W - /02.19' " SECTION A -A �MODlFY l�DEST2 /gA/2AMl° O QS SHOWAJ TOAVOlO TEGEPHCYje 11 Ar /5 "W - 124.19 G" TYPE "G"CU,eB�GlJTTE,e V0 x4LE PoGE AS BUILT LLJ DETAIL W w W MODIFIED PEDESTRIAN RAMP (cb Z Q� Z EXISTING POWER POLE • NO SCALE WAYNE PASCO RCE 29577 DATE Ur C) O EXP 3 -31 -99 Z Q REVISIONS APPROVED DATE REFERENCES DATE BENC MAW MALE SPECIAL DISITICT MS I Ti I DG APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W Q a- AS BUILT C, /�•j DESCRIPTION: CITY OF ENCINITAS NAD 83 CONTROL PT.NO.10 M PLANS PREPARED UNDER SUPERVISION OF RECO EN ED A OVE IMPROVEMENT PLANS FOR: LOCATION ME DIAN NORTH F HWY COSTA AVE HORIZONTAL 1i'' 20 DATE BY: G 29 93 EL. 38.00 HILLCREST DRIVE & "PRIVATE DRIVE 3549 -I -�A VERTICAL 1 4 lJ � s �`c R.C.E. NO.: 29577 DATE: 722 (PUBLIC) (PRIVATE) DATE: � T PM 93-030 EXP. 3 -31 -95 WORK PROJECT No. SHEET 2 OF 2 PE 544