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1996-4457 I (Plans) WORK TO BE DONE GENERAL NOTES SAN DIEGUITO WATER NOTES IMPROVEMENT PLANS FOR ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF- CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS CITY O r CARLSBAD DRAWINGS (LATEST EDITION). WAY. OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR t, SI LEGEND SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A s 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. it ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE A DESCRIP 1 ON STD. DWG. SYMBOL REQUIRED PRIOR TO CONSTRUCTION. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING > MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE `9 TRACT BOUNDARY 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER o " CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. TM 94 °tee•• / RIGHT OF WAY .. ... ................. -- -- BOUNDARY. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL c Kn�us ARRANGEMENTS FOR HIGH LINING, TEMPORARY SERVICES, LOT LINE ........................... ..................... 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL ETC., PRIOR TO SHUTDOWN. BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BMW" � EASEMENT LINE BERM, CURB, CROSS GUTTER AND PAVING. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 +r►++ ' A.C. PAVING .................. ............................... ,_ 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES INCHES BELOW CENTER LINE FINISH GRADE OF STREET OWNER /PERMITEE STATEMENT ASSESSOR � PARCEL NUMBERS k SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 254- 200 - 04 31 32 34 35, 37, 38. !� 6" CURB & GUTTER TYPE "G" .. , ......... G -2 . ........... . . AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO C ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE ' 254 - i - 06, 13, 15, 16. OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. " PLANS. 255 -01 1 -06, 07. �' 6 MEDIAN CURB & GUTTER G -6, DETAIL SHEET 3....... - HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE 36 37.'� MEASURES TO PROTECT ANY EXISTING FACILITIES SHOWN HEREON AND AND METER BOX FOR EACH RESIDENTIAL LOT. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 257-020-0 , 57 257-010-01, 34 VIt;iNITY MAP C A.C. BERM TYPE "A" ........ . . .. . . . ... G -5 . ........ . ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ... 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS 257 -03 -28 NO SCALE PEDESTRIAN RAMP TYPE "A" ............. G- 27.............. . 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER 257 - 040 -23, 24. BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO COMPLETION OF THE IMPROVEMENTS. CONCRETE SIDEWALK CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO . EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE STREET LIGHT 22,000 LUM ......... E -1, E -2, M -21 .................. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS SIDEWALK EXISTS OR WILL BE CONSTRUCTED. PLANS WITHIN EXISTING PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK STREET NAME SIGN ..................... ............................... . EXISTING FACILITIES. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN ACTIVELY ON EVERY NORMAL WORKING AY UNTIL COMPLETED, IRRESPECTIVE WATER MAIN. AND INDEPENDENT OF ANY ASSOCIATED WITH THIS PROJECT OR SOILS ENGINEER'S CERTIFICATE SOILS ENGINEER CERTIFICATE DECORATIVE CONCRETE CROSSWALK PER LANDSCAPE PLANS ... 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC UNDER QNTRr^ COMPANY PRIOR TO START OF WORK NEAR COMPANY FACILITIES AND 9. CONTRACTOR SHALL OBT AN ENCROACHMENT PERMIT FROM BY: 9 ' ( GEOTECHNICS INCORPORATED: LEIGWON AND MATES: MEDIAN AREA DRAIN DETAIL SHEET 3 ......... _ - - - - - - - - -0 SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING _ IZICAaA CITY RIGHTS -OF -WAY. DN! WE ST OF STA. 69 +00 L BLVD. EAST OF STA. 69 +00 Ua1CADIA BLVD. PRIVATE DRAIN ............ ............................... . NOTICE: THERE EXISTS ELECTRICAL AND GAS SERVICES WITHIN THIS e� ��. CARLTAS - COMPANY I, ANTHONY F. BELFAST A REGISTERED PROFESSIONAL I, JOSEPH G. FRANZONE A REGISTERED PROFESSIONAL PROJECT WHICH ARE " UNDERGROUND INSTALLATIONS. FOR 10. THE DISTRICT R THAT COMPACTION TESTS BE TAKEN ENGINEER IN THE STATE OF C-.AUFORNIA, PRINCPALLY DOING ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING EXISTING STORM DRAIN LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND 5600 AVENIDA ENCINAS, SUITE 100 _ - WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY BUSINESS IN THE FIELq OF APPLIED 'SOIL MECHANICS, BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, APPURTENANCES CONTACT SAN DIEGO GAS AND ELECTRIC CARLSBAD, CALIFORNIA 92008 RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR {619) 431 -5600 HEREBY CERTIFY THAT SAMPLINGS AND STUDIES OF HEREBY CERTIFY THAT SAMPLINGS AND STUDIES OF STORM DRAIN ............. . COMPANY. TELEPHONE: 800 422 -4133 - - - ( ) PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE ' CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED WORK MADE BY ME t� UNDER MY DIRECTION BETWEEN WERE MADE BY M 09 UNDER MY DIREC BETWEEN STRAIGHT HEADWALL TYPE ............ D 32 ............... 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO G AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT THE DATES �� �' WP DER AND /I-f6 ___ THE DATES _ 3•T _ AND_ b•+IS NEAR COMPANY FACILITIES AND SHALL COORDINATE H IS / HER WO WITH OFFICE. ONE COMPLETE COPY OF THE SOIL REPORT COMPILED ONE COMPLETE COPY OF THE SOIL REPORT COMPILED BARRICADE .................. M - 9............... A COMPANY REPRESENTATIVES. 11. PRIOR TO AWARDING WATER LINE CONTRAC FROM THIS STUDY, WITH MY RECOMMENDATIONS, FROM THIS STUDY, WITH MY RECOMMENDATIONS, NOi S TELEPHONE THERE EXISTS TELEPHONE SERVICES WITHIN THIS PROJECT T, OWNER SHALL DECLARATION OF RESPONSIBLE CHARGE HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY CURB INLET TYPE " B- 1" ..... .............D- 2............... ARE "UNDERGROUND INSTALLATIONS'. FOR ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE BOUNDARY W CURRENT SAN DIEGUITO WATER DISTRICTS SPECIFICATIONS. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT IMPROVEMENT PLANS AND CERTIFY THAT THE - IMPROVEMENT PLANS AND CERTIFY THAT THE CURB INLET TYPE " C- 1" ..... .............0- 3............... LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT RECOMMENDATIONS INCLUDED IN THE SOILS REPORT r BELL. TELEPHONE: (800) 422 -4133 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION PROJECT AS DEFINED IN SECTION 5703 OF THE BUSINESS AND PROFESSIONS FOR THIS PROJECT HAVE BEEN INCORPORATED FOR THIS PROJECT HAVE BEEN INCORPORATED CLEANOUT TYPE "A- 4 " .................... D -9 ............... DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. IN THE IMP P SPE IF CATIONS IN THE IMPR MENT S D SPECIFICATIONS: _ 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE TO ARRANGE FOR INSPECTION OF PROJECT. CURB INLET TYPE "J" ...... .............D- 45.............. . UTILITY AGENCIES ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS SIGNE� CURB BEAR THE COST OF RELOCATIONS, IF NEEDED. 13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE BY THE CITY OF ENCINITAS AND THE COUNTY OF SAN DIEGO, DEPART- RCE NO: 40333 _ Q� � RICE N _,552 CURB OUTLET TYPE " A" ................... D- 25...................... _ MENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY e 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATION. AND DOES NOT RELIEVE ME AS AN ENGINEER OF WORK OF MY EXP. DATE: 3/31/99____ ____ ____ ___ `� P. DATE: 12/31/01 _ - - - - -- - - -- INSTALLATIONS. FOR LOCATION OF CABLES AND APPURTENANCES RESPONSIBILITIES FOR PROJECT DESIGN. ASPHALT CONCRETE SPILLWAY .............G- .............. . 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT NIX C OM33 Q ROFES$� CONTACT (800) 422 -4133. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE 3 -31.99 o �, F f! PROPOSED SEWER MAIN .................. S -4 • • • • • • • • • • • • • • • -r-•--S CL s • HUrv�AKER & A SSOCIATE S, INC. �' �► . VING 11. POWER SOURCES AND RUNS SER STREET LIGHTS SHALL BE SHOWN ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR M.H. NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR 3 HUGHES o�µtE , o 6 m PROPOSED SEWER MANHOLE ............. S -2 ..........:.... --g 31 Pep ON THE "AS BUILT' IMPRO DRAWINGS. ALL SOURCES SHALL BE IRVINE CA 92718 W STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. NOT ES: ' / LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS � _ 8�9�IG * ,� EXISTING SEWER AND M.H ................... . ................ _-S --- {� DEDICATED TO THE CITY OF ENCINITAS. 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE I.E. LINE CROSSINGS PROPOSED S / RCE FAMILIAR WITH AND IMPLEMENT REQUIREMENTS OUTLINED SEWER LATERAL ......................... LINE LINE PARALLELING, OR DRU J. MAYE NO. 38474 DATE TD � 5 - 13. • • • • • • • • • • • • • • S 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR EXP. 3/31 /01 0lr WITHIN THE FOLLOWING PROJECT PERMITS: C.O. RELOCATED OUTSIDE THE AREAS TO BE PAVED. PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED S HEET INDEX SEWER CLEAN OUT ....................... S -3 S WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. - U.S. ARMY CORPS OF ENGINEERS, 404 PERMfT 13. ALL LUMINARIES SHALL PROVIDE TRUE 9O' CUTOFF, AND ALLOW NO ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS - CALIFORNIA DEPT. OF FISH do GAME STREWUNE STREET CENTERLINE MONUMENT.......... M _10 ...........................0 ESCAPE OF LIGHT ABOVE THE HORIZONTAL UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO STORM DRAIN NOTES -STATE WATER RESOURCES CONTROL S H EET ONTROI BOARD N0. DESCRIPTION WATER DISTRICT. 14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DIVISION OF WATER QUALITY, GENERAL DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS 1. ALL STORM DRAINS SHALL BE 1350 -D CONS RUCTION ACTMTY STORM DRWN PERMIT 1 TITLE SHEET & LEGEND SCAN aE� WATER oISTR�CT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED UNLESS OTHERWISE NOTED. - CALIFORNIA COASTAL COMMISSION COASTAL 663 -2770. TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES PERMIT NO. 6 -94 -60 2 INDEX MAP EXISTING S.D.W.D. WATER LINE. . . ............................ � __._._____ _.___._. _.__ .- ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY 2. SEE DWG. 4457 -G FOR GRADING. - U.S. DEPT. OF FISH & WILDLIFE SERVICE 15. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH RIGHT -OF WAY OR OUTSIDE WATER DISTRICT EASEMENT. 3 DETAIL SHEET PRQPOSED S.D.W.D. WATER LINE .............................. ..- W MARK WINCH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED PERMIT SEC ION 7 10(a) OR 4(d). REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACK- R W G V AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LANG RESILIENT WEDGE GATE VALVE . FLOW DEVICE ARE RESPONSIBILITY OF OWNER. 4 -1 1 STREET SURFACE IMPROVEMENTS (INTERIM) SURVEYOR. � GENM MM ,,, N Of EACH SEWER LATERAL 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED 24. THE GEOTECHNIC,�L �X��1IN�TION � 16. THE DEVELOPER SHALL MARK THE LOCATION . REPORTS CALLED OUT ON IMPROVEMENT 12 -20 SEWER AND WATER IMPROVEMENTS 2" AIR VACUUM VALVE ASSEMBLY......... p_8 .:.............. � M.A.R. BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND RE WATER SE2VI BY CHISELIN LI THETHE EE TES 0CURB. AN D "W" ELECTRIC VAULTS. PLANS REGISTERED DIN S " OR PP OGI WILL BASIS OF BEARINGS 21 OFFSITE SEWER (L.C.W.D.) 3" AIR VACUUM VALVE ASSEMBLY .... PER DETAIL SHEET 3• • • • • • AV.A.R. 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION SUPER`v1SE • ALL GRADING ACTIVITY AND ADVISE ON COMPACTION 22 -26 RESERVOIR PIPING PLAINS BLOW -OFF ASSEMBLY .................... p -4 ................ B.O. -•9 17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A WHEN PARALLELING W ATER SERVICES. AND ADVISE ON COMPACTION AND STABILITY OF THE SITE. THE BASIS OF BEARINGS FOR THIS SURVEY IS MANNER AND LOCATION APPROVED BY THE INSPECTOR. THE CALIFORNIA COORDINATE SYSTEM NAD 83 FIRE HYDRANT ASSEMBLY (COMMERCIAL). F. H. cI 25. PRIVATE ROAD IMPROVEMENTS SHOWN HER ,REMO EON ARE FOR ZONE 6, GRID BEARING BETWEEN STATIONS 27 PRIVATE DRAIN LINE ( �^�) P -1 18. ALL EXISTING TREES WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE VED. 19. CONTRACTOR AND DEVELOPER ARE RE FIRE .BCE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, INFORMATION ONLY. CITY GFFiCIALS SIGNATURE HEREON DOES R1800 48 +61 EC" AND R1800 58 +75 BC" 28 -30 STRIPING PLANS WATER METER . P -2, P -3 .............. o ........................ NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND ALONG THE CENTERLINE OF EL CAMINO REAL 2 METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED . 31 TEMPORARY LEUCADIA BOULEVARD - Q 19. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY BY THEIR PROJECT FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE AS SAID STATIONS ARE PUBLISHED IN THE CITY STRIPING PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THIS IMPROVEMENTS. (IF APPLICABLE). OF ENCINITAS HORIZONTAL CONTROL BOOK LEGEND OF ABBREVIATIONS PROJECT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING i.e. N 0 E. SAID BEARING AND THE 20. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE DETOUR 26. THE ENGINEER PREPARING THESE PLANS W!1- NOT BE RESPONSIBLE BEARINGS SHOWN HEREON ARE IN TERMS OF 32 -37 STORM DRAIN IMPROVEMENTS THAT ANY ASBESTOS WATER PIPES REMOVED FROM FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THE CALIFORNIA COORDINATE SYSTEM NAD 83, T.C. TOP OF CURB Lu THE GROUND WERE DISPOSED OF IN A MANNER G.B. GRADE BREAK PLANS AND TO OBTAIN APPROVALS PRIOR TO COMMENCEMENT � THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN ZONE 6. B.V.C. BEGIN VERTICAL CURVE OF WORK. ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE WRITING AND MUST BE ,APPROVED BY THE PREPARER OF THESE DIVISION. UNDERGROUND SERVICE ALERT E.V.C. END VERTICAL CURVE PLANS. THE COMBINED SCALE FACTOR AT STATION P.I. POINT OF INTERSECTION 21. ALL SIGNS SHALL BE ALUMINUM WITH 3M HIGH INTENSITY TYPE 21. ALL DEFLECTIONS HORZ. AND VERT. SHALL BE MADE r "R1800 58 +75 BC IS 0.99996478 (GRID REFLECTIVE FACE OR EQUIVALENT. WITH HIGH DEFLECT COUPLINGS PER SPECIFICATIONS. 27. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND DISTANCE = GROUND DISTANCE X COMBINED B.C. BEGIN CURVE NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING SCAT E FACTOR). a cT CaII:ToII FREE _ E.C. END CURVE 22. ALL NEW STRIPING AND SANDBLASTING OF REDUNDANT STRIPING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING AS- -BUI H.P. HIGH POINT i 1 -800 LP. LOW POINT Z SHALL BE DONE BY CONTRACTOR. R I SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT i 22. FIRE HYD SHALL BE NSTALLED PER SAN DIEGUITO � 422 - 4133 PT. ANGLE POINT W WAT DISTRICT AND THE ENCINITAS FIRE DEPARTMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 23. IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, - - - ST. STREET W STREET NAME SIGNS AND TRAFFIC SIGNS BY THE CITY ENGINEER'S STANDARDS. P.E._ _EXP. DATE '' RT. RIGHT INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS TWO WORKING DAYS BEFbRE YO APPROVAL. 23. PROVIDE REFLECTIVE BLUE DO E r FIR HYDRANT MARKERS. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION " CAUTION ": Rb that the USA Cter LT. LEFT a „� • ememer en � MARKERS SHALL BE INSTALLED C INCHES FROM CENTER LINE WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING REVIEWED BY: notifies only those utilities belongin to BOT. BOTTOM _ T FOR LIABILITY ARISING FROM THE SOLE NEGLECT OF THE OWNER the center. There could be other utilities INV- INVERT SE AT FOR c�IT1NUA" OF NM ON FIRE HYDRANT SIDE. CORNERS REQUIRE w 0 (2) MARKERS, present at the work site. The center will F.L. FLOW LINE ONE FROM EACH DIRECTION. OR THE ENGINEER. _- _. inform you of whom they will notify. N.T.S. NOT TO SCALE INSPECTOR DATE POR. PORTION SAN ELIJO JOINT POWERS AUTHORITY OLIV'ENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT LEUCADIA COUNTY WATER DISTRICT SAN DIEGUITO WATER DISTRICT COUNTY OF SAN DIEGO d DEPARTMENT NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText