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1997-4813 I (Plans) Y WORK TO BE DONE ENCINITAS RANCH ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL L PROVISIONS TYP SECTIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD I DRAWINGS (LATEST EDITION). W AXONY ANNING AREA LEGEND PORTION OF SAXONY ROAD DEDICATED PER FINAL VARIES) DESCRIPTION STD. DWG. SYMBOL MAP (WIDTH VAR POTION OF SAXONY ROAD DEDICATED 8 R RW R W PER FINAL MAP (WIDTH VARIES) RAM PUBLIC /PRWX SURFACE IMPROVEMENTS N so' 60' R /VI► • SUBDIVISION BOUNDARY I I I �� e� �. wrs� I 5.51. 20'* 20' 4.5'15' 5.5' 4.5' 20'* 20' 4.5 5' RIGHT OF WAY /LOT LINE I � 16 16 EASEMENT LINE - - - - - - - - - - - - - _ 256 - 330 -07 I I 2 VARIES I A.C. PAVING ' P; 1f t 256 - 330 -14 SEE DIET SHT 2:1 MAX 0.3 -2.3 2:1 MAX p� G - I I 2:1 MAX 1 MIN <2:1 MAX - 6 » CURB, TY, � G � L . � »� _ I •/ I � � � �� � 4" SIDEWALK 6" MEDIAN CURB do GUTTER � I - -- L /1/1 �1: L, EXIST IMP TO REMAIN PEDESTRIAN RAMP TYPE "A" do "D" G -27, G -31 4" SIDEWALK 6" TYPE "G" I 4- r-- ' - - .� - . -- i - • - - _ _ • - - • - - . " . » EXIST IMP TO REMAIN CURB do GUTTER CROSS GUTTER G -12 fi TYPE G l CURB do GUTTER AC OVERLAY PER DETAIL SHT 2 4" AC /6" CL 11 AB J ,. I • u - -- -- - r- _- I SAWCUT LINE, TI = 4.5 G -13 REMOVE SAWCUT UNE, REMOVE MID BLOCK CROSS GUTTER " " EX BERM do PVMT EX BERM & PVMT I / Q ®a © I 4 AC /6 CL II AB TI = 4.5 SAXONY ROAr3 CONCRETE DRIVEWAY G -14A, G148 �' / , 8 -- ' --' ' SAXONY ROAD STA 22 +78.24 - STA 25 +25.00 I - - �,�� e ,z / � I I STA 25 +25.00 -STA 27 +25.00 * STA 27 +25.00 -STA 29+19.62 CONCRETE SIDEWALK G -7, G G i® / - NOT TO SCALE WDTH VARIES FROM STA 22 +78.24 STA 23 +56.70 STREET UGHT 250 W HIPS E -1, E -2, M -21 0-0 I PAVEMENT OVERLAY _ 1 �G ( ,���/ NOT TO SCALE STREET NAME SIGN, STOP SIGN SDM -102 ® � s I 10'r GATE PER LANDSCAPE PLANS o ___ -- I •�r + ��_ } �- -, + I STREET CENTERLINE MONUMENT M -10 ® I ���� � TRENCH RESURFACING, TYPE A G -24 J L - 0 I I R 48' GENERAL UTILITY do ACCESS 24' GENERAL U n TY & ACCESS - / `� -- !-' ® ® I ®, F ® f �� EASEMENT PER FINAL MAP TRENCH RESURFACING, TYPE A - - ��� ®� ® ( EASEMENT PER FINAL MAP . �� : i ® I ��� V. 4.5 16' 16' 2.0 4.5' '. 12' 12' 5. 5' 2.0' .+ _ _ ` I I III I I ® ®� ®; ®� I 2:1 MAX _2X_ y _ 2:1 MAX 2:1 MAX I S 2:1 MAX PRIVATE o ATE STORM DRAIN INLET = _ _ _ _ _ = III i - ------- - - - -- 4 111 I �' � EXISTING STORM DRAIN - - - - - - - - - - - - - III `'-� �_s�- �' - - - - _ _ I TYPE "G" 4' WIDE SIDEWALK CURB & " GUTTER . WfDE SIDEWALK DRAIN D -60 - - - - _ _ _ _ _ _ _ - I _ _ _ _ _ C., do CURB GUTTER 4" MOD RO LLED 4' WE ONLY PIPE COLLAR D -62 - ______ \ -- -__ - - CURB do GUTTER WING TYPE HEADWALL D -35 = _ _ _ _ _ _ _ _ _ _ - Ir \\ \ I SWEET PEA PLACE BAY BERRY PLACE CURB INLET TYPE "e -1 D -2 f -, �\ \ Lar 2 ® I SAXONY PLACE CARMEL CREEPER PLACE " " » » L°r � \ �' I � NOT TO SCALE E CLEANOUT TYPE A - , A-5 D -9 SILVER BERRY PLAC SLOPE ANCHORS S -10, TYPE A - `` \� STA 10 +00.00 - STA 16 +14.45 CURB CUTLET TYPE "A" D -25 �� -- - " ' - s ' -_ . ' - ' ' '- • - - • - -• • I� 58' GENERAL UTILITY & ACCESS NOT TO SCALE I� � -- � - - - - 9i6- �6�'�S� EASEMENT PER FINAL MAP ` • - - • _ - 26T3 - as 2Q' GENERAL UTILITY & ACCESS t EASEMENT PER FINAL MAP PUWC \\ .5 1 4.5' 29' L 29' 4.5' PROPOSED SEWER MAIN S -4 S - S- T 2' 24 PROPOSED SEWER MANHOLE - -S - _ 2X P S 2 2:1 MAX 2:1 MAX �- ( 2x ' EXISTING SEWER AND M.H. LEGEND i SEWER LATERAL S -13 r; KEY MAP BOUNDARY -- CENTERLINE - CURB dG GUTTER » 4' WIDE SIDEWALK » SCALE: 1 =100 SEE LANDSCAPE PLANS 0 SEWER CLEAN OUT S -3 S t+ LOT UNE ST NAMES " A " ST. TYPE "G' CURB FOR SURFACE TREATMENT 4"AC /4 "AB 4 ROW EASEMENTS - - - - - - - - TYPE �� SHEET INDEX CURB SHEET NO © SILVER BERRY PLACE CURB & GUTTER SAN dIEGUITO WATER dISTR1CT _ PUBLIC UTILITY EASEMENT STORM - � SEWER S STA 8 +50.00 - STA 10 +00.00 O NOT TO SCALE 1 TITLE SHEET WATER - -- ---- BLDG NO. © NOT TO SCALE EXISTING S.D.W.D. WATER UNE 2 NOTES AND DETAILS - __` - OWNER NOT .4 _ EX WATER EX STORM � = - PROPOSED WATER UNE yy 3 -9 STREETS AND UTILITIES DIR OF DRAINAGE FIRE HYDRANT 04 1 HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN ♦ DENOTES ELEVATIONS SHOWN ON PROFILES HEREIN 2" MANUAL AIR RELEASE p -10 M.A.R. STREET LIGHT XX EXISTING CITY RIGHT OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT, ! I z _ B.O.-O AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED NOTE: PAVEMENT STRUCTURAL SECTIONS SHOWN ARE THE ktINiMUM REQUIRED BY BLOW -OFF ASSEMBLY p -4 IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THE PROJECT OR THE CITY OF ENCINITAS, ACTUAL PAVEMENT SECTIONS WILL BE DETERMINED ( Q FIRE HYDRANT (COMMERCIAL) ; UNDER MY CONTROL. BY SOILS ENGINEER AFTER R -VALUE TESTS ARE PERFORMED tV GATE VALVE OWNER: D. R. NORTON QROFESS /�' WATER METER _ ADDRESS: 1010 SOUTH COAST HIGHWAY, SUITE 101, ENCINITAS, CA, 92924 O AS Butt T EtvG kEEk APN: 256 - 330 -42 THROUGH 47 = ��'� q� 'lam � No. C48670 Z n� (l� (f 1 • W� uT . a -04 r Q 41111111111 1 11, RAW -1.0 IWDATE: F­ � SIGNED: &30 • F �F CA1.�F� DECLARATION OF RESPONSIBLE OH - - - x z o LEGEND OF ABBREVIATIONS REFERENCE DRAWINGS Y y o SITE UNION PCR POINT OF CURB RETURN '9� I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT THAT I HAVE EXERCISED Q LAJ Lr) 8 3 -2566 SAXONY ROAD IMPROVEMENTS TIC TOP TOP OF CURB RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE 4813 -G ROUGH GRADING PLANS U) Z GB GRADE BREAK 3190 - I OFFSITE SAXONY YMCA STORM DRAIN Z Z BVC BEGIN VERTICAL CURVE r BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ec ESD -25 PRIVATE ONSITE SEWER :D L y,1 00 EVC END VERTICAL CURVE I I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AN trSPECIFICATIONS BY THE VPI POINT OF INTERSECTION CITY OF ENCINITAS DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY 1964 -1 SEWER EXTENSION UNDER I -5 = LCD ES -138 YMCA SEWER UNE BC BEGIN CURVE MY RESPONSIBILITY FOR PROJECT DESIGN _ .. n EC END CURVE INITAS I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS, AS SHOWN ON THIS PLAN SATISFIES THE Ld 07 HP HIGH POINT RE UNOERGROLINO SERVICE ALERT QUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL FOR TM NO. 96 -170 AND T r 0) r-• P FLOW LINE STANDARDS FOR PRIVATE STREETS. Q -- FL STORM Call:Toil FREE ST. STREET :. ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT z RT RIGHT - WATER SYSTEM APP VAL o 1 -800 LT LEFT �e OND L MNq( REVIEWED BY: (n 'r-- • 422 -4133 TW TOP OF WALL 0 BW BOTTOM OF WALL �Z " r •• IE SEWER INVERT ELEVAT10N SIGNED: Z M woRKINC You N.T.S. NOT TO SCALE VICINITY MAP - Lv 0 "CAUTION': Remember that the USA Cents N�. 48670 r� W CTB CEMENT TREATED BASE R.C.E. N0. 48670 EXP. DATE: 6 -30 -00 ,,, EXP. 6/30/00 r ` � W notifies ority those utilities belongin to MVC MODIFIED VERTICAL CURVE NOT TO SCALE s� ct • z the center. There could be other utilities af Z rose nt at the work site. The center will PRW PRIVATE WATER „ , • OF CALIF SIGNATURE DATE SIGNATURE DATE - f rm whom they will noti A S VILt CIf 1' OF miarlI 5 LI O RELOCATE 57kr6T LT. �✓47FR � Ei✓.'/Git�C'ED PvMT .svyT. ¢ "AS- Buji I 5.0-V4-D. C*Av:i( EXPIRES THREE YEARS FROM APPROVAL DATE z 0 Z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMU D EVELOPM ENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. W Q A DS 15 VJrR LAT SHr -�I PLANS PREPARED UNDER SUPERVISION OF RECOMME DED A 0V PUBLIC AND PRIVATE IMPROVEMENT PLANS FOR: ��� ��� r DESCVMON: O.A �' i �: - ENCINITAS RANCH 400 Pel"r 5T -7 O R�F /N5 ELEVATION a 1 ">= 40' DATE g G BY: I SMTS 5 C0 - 7 d a ADD LMTM: c�ur� OF WOW Imo, = FEET S" HORIZONTAL r 9 9 ES -242 n irATER iIk'fIE CVO• ?S DA/SHT2 OF THE INTERSECTION OF UNION STREET V R.C.E. NO. ELEVATION: 184.410 N A 48670 DATE: DATE: WEST SAXONY PLANNING AREA , , t M\115E VVATEte LINE 1 DATE ENGINEER EXP. 6/30/00 VERTICAL -� t�.valz.CURt3vaTA � S.D• - �'H TENTATIVE MAP N0. 96 -170 �'�. SHEET 1 OF 9 ; �t{' E: \1375 \41 \SHEET 1 -IMPROVEMENT.DWG ...., GENERAL NOTES 27. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND SAN DIEGUITO WATER NOTES SEWER NOTES PROPOSED 1.5" OVERLAY GRIND EXIST PAVMENT 1.5" MIN. COMPLETE RESPONSID;UTY FOR JOB SITE CONDITIONS DURiNG THER OVERLAY O CENTERLIN THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1. A PERMIT SHALL BE OBTAINED FROM THE N ITAS ENGiNEERtNG SAFETY OF ALL PERSONS AND PROPERTY; THAT 'HIS REQUIREMENR SERVICES DEPARTME=NT FOR ANY WORK W rI4IN T14€ STREET RIGHT -OF- SHALL APPLY CONTINUOUSLY AAIQ NOT BE Lllt ? €U T4 NORMAL CONSTRUCTED ACCORDING TO THtf STANDARD SPECIFICATIONS SPECIFICATIONS FOR PUBLIC. WORKS CONSTRUCTION, (LATEST EDITION) WAY. WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, QF TH SAN DIEGUI WATER DISTRICT_ THE CONTRACTOR THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 3 INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS SHALL -AND HEREBY DOES GUARANTEE ALL WORK FOR A SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY 1' 2' � 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WiTH CRY OF FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNWTION PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO 1/2"R 8 cr uj ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE WITH THE PERFORMANCE OF WORK ON TI*S PROJECT, EXCEPTING REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING P.I. z REQUIRED PRIOR TO CONSTRUCTION. FOR LIABILITY ARISING FROM THE SOLE NEGLECT OF THE OWNER 2. *NLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING SPECIAL PROVISIONS: J 2' - 6"R 11/16" 1/2"R OR THE ENGINEER. MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE _ 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER TRENCH WIDTH SHALL 8E PER SDRSD N0. S -4 UNLESS OTHER o ' CON STITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT ENGINEER'S GENERAL NOTES CONTRACTOR S ALL WITH DISTRICT CT BY THE ALLR 1 WiSE NOTED. � �• *r AKEN r • _,� C-4 •LAN E P. EXiST STRUCTURAL sECTiO BOUARY. P. : • s . � • • . ` ARRANGEMENTS FOR HIGH LINING TEMPORARY SERVICES, 2 PIPE AND BEDDING CONDITIONS: ° DINT ' 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RGHT -OF -WAY SHALL ETC., PRIOR TO SHUTDOWN. (A) ALL PIPES SHALL HAVE 4 » MINIMUM OF 3/4 INCH CRUSHED BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WiLL ROCK BENEATH THE PIPE. • NOT TO SCALE BERM, CURB, CROSS GUTTER AND PAVING. ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON I F iED 4 ROLLED CURB SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 (8) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF N.T.S. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR INCHES BELOW CENTER LINE FINISH GRADE OF STREET. PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE CONFORMING TO ALL LOCAL STATE AND FEDERAL SAFETY AND GRAVEL, CRUSHED AGGREGATE NATIVE FREE- DRAINING GRANULAR AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO HEALTH STANDARDS, LAWS AND REGULATIONS. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. 6" TYPE 'G' OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSiB1LiTY FOR 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE BEDDING CURB CURB do GUTTER �' P.V.C. AND A.B.S. SOLID WALL PiPE BEDDING FROM BOTTOM MEASURES TO PROTECT ANY EXISTING FACILITIES SHOWN HEREON AND JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION AND METER BOX FOR EACH RESIDENTIAL LOT. (�� K ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND OF PiPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 cvl " C TYPE `G 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM INCH CRUSHED ROCK, A.B.S. SOLID WALL PIPE MAY BE USED + PROPERTY. THiS REQUIREMENT SHALL APPLY CONTINUOUSLY AND ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. _ CURB GUTTER , e. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO SHALL DEFEND, INDEMNIFY AND HOLD' THE ENGINEER HARMLESS 0 MIN. CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, C • • n ,�'���,�, EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SEWER R E LATERALS AND STRUCTURES SHALL TESTED SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF SIDEWALK EXISTS OR WiLL BE CONSTRUCTED. S HALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. I N THE P PREESS ENCE OF THE INSPECTOR. AIR PRESSUU RE TEST �'• 4c�' IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF S EXISTING FACILITIES. THE ENGINEER. 8 PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN "iYPIC& PARKING a ' • ` ,``��',� 'C� WATER MAIN. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, SDRSD_JO. S -2 POURED IN PLACE MANHOLE BASES SHALL BE N.T.S. • e • ,, 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR, 40 MM D LED COMPANY PRIOR TO START OF WORK NEAR COMPANY FACILITIES AND WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE CITY RIGHTS -OF -WAY. NOTICE: THERE EXISTS ELECTRICAL AND GAS SERVICES WITHIN THIS ENGINEER OF WORK AT 558 -4500. THE CONTRACTOR SHALL ALSO 1 .5 c c 5. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SDRSD c`I PROJECT WHICH ARE "UNDERGROUND INSTALLATIONS ". FOR TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN NO ROLLED TO TYPE G S S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY CURB TRANSITION LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY ?x � APPURTENANCES CONTACT SAN DIEGO GAS AND ELECTRIC MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR IN T 0 MANHOLE. COMPANY. TELEPHONE: (800) 422 -4133 (GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE •' P.C.C. GUTTER N.T.S. SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED 6. THE CONSTRUCTION OF A CONCRETE ANCHOR WALLS PER SDRSD 5.5" THICK 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRiQR TO STARTING WORK �, 5 - 10, TYPE A. AND ACCEPTED FOR MAINTENANCE BY THE OWNER. AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT (560 -C -3250) NEAR COMPANY FACILITIES AND SHALL COORDINATE HiS /HER WORK WiTH OFFICE. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 7.5" AGGREGATE BASE COMPANY REPRESENTATIVES. 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEROIN WERE OBTAINED BY A SEARCH OF THE AVAILABLE 11. PRiOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL INCH MINIMUM COVER. AIL 30 CROSS GUTTER NOTICE: THEME EXISTS TELEPHONE SERVICES WITHIN THIS PROJECT RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW D ELEVATION OF SYSTEM OF SEWER N BOUNDARY WHICH ARE "UNDERGROUND INSTALLATIONS". THE FINAL LOCATION AN L N.I.S. TIONS". FOR OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. CURRENT SAN DIEGUITO WATER DISTRICT'S SPECIFICATIONS. O �/ . �,• LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT NOTES: • • ���.�- BELL. TELEPHONE: (800) 422 -4133 MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION PLANS, PRIOR TO ACCEPTANCE OF WORK. • •. , ` �O AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK 1. CROSS GUTTER TO BE CONST. AS SHOWN ON PLANS • , `�� 9. R THE SHALL BTHE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE AFFECTING THE WORK 9. ALL DESIGN CHANGES OF SEWER MARY SHALL BE APPROVED BY 2. MIN. ALLOWANCE 0.5% AT FLOWUNE OF GUTTER WHETHER SHOWN ON THE PLANS OR NOT. TO ARRANGE FOR INSPECTION OF PROJECT. ' • � UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED I AND SPECIFIC CITY ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE ( SEE PLAN VIEW) . ' • � BEAR THE COST OF RELOCATIONS, IF NEEDED. . . CONCRETE SHALL BE 560 -C -3250 P.C.C. • • �`' PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL 13. FILL AREAS MUST BE COMPACTED TO 90�' PRiOR TO PIPE PUBLIC USE 3 CC °' NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO INSTALLATION. 4. PROVIDE TRANSVERSE JOINTS PER REGIONAL 10. FILL AREAS MUST BE COMPACTED TO 909L PRIOR TO PiPE STANDARD DRAWING N0. G -10 10. ALL TELEVISION SERVICES WTTFHN THIS PROJECT ARE » UNDERGROUND ORDERING MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT INSTALLATION MSTALLAnONS . FOR LOCATION OF CABLES AND APPURTENANCES TIME FOR REVISION TO THESE PLANS IF AS BUILT LOCATION 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT SEMM 'C -e CONTACT (800) 422 -4133. OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE N,T.S. • �.� • ��p. 5. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR FOR INSPECTION OF PROJECT. PHONE (619)633 -2770. ©N THE AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE PROTECT EXISTING ABOVE GROUND AND UNDERGROUND STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. MODIFIED CONC. RIBBON GUTTER LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES G DEDICATED TO THE CITY OF ENCINITAS. NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, 12. CONTRACTOR SWIRL OBTAIN A PERMIT FROM THE WIT HIN EXISTING N.T.S. ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGED I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED SERVICES DEPARTMENT FOR ANY EXCAVATION WIT CITY RIGHTS -OF -WAY. ROLLED CURB TO CURS INLET 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE DURING THE COMPLETION OF THE WORK. TO THE SATISFACTION CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR RELOCATED OUTSIDE THE AREAS TO BE PAVED. OF THE APPROPRIATE AGENCY. PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL TRANS WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF N.T.S. 13. ALL LUMNARIES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO 6. WIRE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR ESCAPE OF UGHT ABOVE THE HORIZONTAL. A LICENSED SOILS SHALL BE RETAINED BY THE OWNER UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY TO COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH WATER DISTRICT. 14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT SOILS REPORT. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED 633 -2770. 7. THESE PLANS SHOWN THE MtNtMUM IMPROVEMENT REQUIRED TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES WITHOUT EXPENSE WHATSOEVER THE OWNER, 8Y THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY ORDINARY WEAR AND TEAR, UNUSUAL EX AL ABUSE OR NEGLECT. EP�� LNG 15. MA DEVELOPER SHALL BE RESPONSI RK WHICH IS DISTURBED OR DESTROYED ANY MONUMENT OR SHALL BE RE-ESTABLISHED BENCH APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL RIGHT -OF WAY OR OUTSIDE WATER DISTRICT EASEMENT. 14 CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, Z MA IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACK- . SIDEWALK PER PRECISE GRADING AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND ANY ADDITIONAL FLOW DEVICE ARE RESPONSIBILITY OF OWNER. THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION V CURB >K PLANTER, SEE LANDSCAPE PLANS SHALL BE BORNE BY THE CONTRACTOR. SURVEYOR. TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF cli TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR 16. THE DEVELOPER SHALL MARK THE LOCATION OF EAGK SEWER LATERAL SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED EASEMENTS. TC PER PROFILE O TC PER PROFILE CHISELING THE LETTERS "S" AND "W" BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND AND WATER SERVICE BY RESPECTIVELY, 2 INCHES CH INTO THE FACE T THE CURB. 8. PRiOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, ELECTRIC VAULTS. 15. AS -BUILT DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ACCEPTANCE OF THE WORK. 17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB RV A ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION 6" CURB TC PROFILE - 0.07' MANNER AND LOCATION APPROVED BY THE INSPECTOR. UNCLEAR. WHEN PARALLELING WATER SERVICES. 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS N Z ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN le. EXISTING TREES WITHIN THE I'vBLIC_ SHALL 9. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL Q O PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, ACCESS EASEMENTS TO MAINTAIN THE PUBIC SEWERS. 19 CONTRACTOR SMIALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED N STRIPING PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THIS THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION BY THEIR PROJECT. 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE STATING THAT ALL IMPROVEMENTS ARE CONNECTED IN REQUIRED PRIOR TO CONNECTION TO SYSTEM. W PROJECT. SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING TYPICAL PLAWM d PARKING SPACE F-- 20. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE DETOUR SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS THAT ANY ASBESTOS WATER PIPES REMOVED FROM 18. PRiOR TO ACCEPTANCE OF NEW SEWER MAINS LESS THAN 36 N.T.S. PLANS AND TO OBTAIN APPROVALS PRIOR TO COMMENCEMENT REQUIRED BY THE APPROVING AUTHORITY. THE GROUND WERE DISPOSED OF IN A MANNER INCHES IN DIAMETER SHALL BE INSPECTED BY CLOSED CIRCUIT ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND V) OF WORK. 10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND DIVISION. FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT Q CITY INSPECTOR, THE GENERAL CONTRACTOR'S SUPERINTENDENT MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL • Ill 21. ALL SIGNS SHALL BE ALUMINUM WITH 3M HIGH INTENSITY TYPE ENGINEER AND THE 21. ALL DEFLECTIONS (HORZ. AND VERT.) SHALL BE MADE PROVIDE FOR TELEVISION INSPECTION. (SEC. 306 - 1.4.8). �QFESSiO FOR USE BY THE ENGINEER OF WORK, SOILS EN F-- REFLECTIVE FACE OR EQUIVALENT. WITH HiGH DEFLECTION COUPLINGS PER SPECIFICATIONS. �QQ �� 4 6 V) CURVING NO BENDING D. 22. ALL NEW STRIPING AND SANDBLASTING OF REDUNDANT STRIPING IS REQUIRED TO UPDATE SAID PLANS WITH AS -BUILT INFORMATION (CURVING) OF PIPE SHALL BE PERMITTED. 19. AT ALL MANHOLES, THE MINIMUM FALL ACROSS MANHOLE SHALL � X10 � E',f 11SBli�il ENGtNElLi (10 ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE 0.1 FT. AT ANGLES LARGER THAN 45 DEGREES, ALLOW •��� Z Z S HALL BE DONE BY CONTRACTOR. 22. FIRE HYDRANTS SHALL BE IN PER SAN DIEGUITO B BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND I TRI T AND THE ENCINITAS FIRE DEPARTMENT 0.2 FT. FALL �? �Np Cgg�p Z m s LLl WATER D S C A UILT 23. IT WiLL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME STANDARDS. 20. CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" °� 70 -2 �°� - Y Y C STREET NAME SIGNS AND TRAFFIC SIGNS BY THE CITY ENGINEER'S THE PROPERTY OF THE ENGINEER OF WORK. •06.30'04 ' R71 TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO � � w►w `, w�Tr• R.�. -� yLijQ o►mE: Q W tr APPROVAL. 11. STATIONING OF DRIVEWAYS, LATERALS AND PROPERTY LINES 23. PROVIDE REFLECTIVE "BLUE DOT" FIRE HYDRANT MARKERS. HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO IV �►� Z 24. THE GEOTECHNICAL REPORTS CALLED OUT ON IMPROVEMENT ON CUL DE SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. MARKERS SHALL BE INSTALLED 4" INCHES FROM CENTER LINE CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS � 9rE' �EQ� Z Z PLAN 4813 -I AND GRADING PLANS 4813 -G APPLY TO THESE PRC AND PCR STATIONS ARE AT THE CURB. ON FIRE HYDRANT SIDE. CORNERS REQUIRE TWO (2) MARKERS, PRIOR TO ANY CONSTRUCTION. 1- 800 - 422 -4133. F CAL W oc PLANS. A REGISTERED SOILS ENGINEER OR GEOLOGIST WILL 12. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED NoText NoText NoText NoText NoText NoText NoText