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5 MXK TO BE DOWE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DANE ACCORDING STO M D AIN IMP OVEMENTS FO TO THESE PLANS, AND THE FOLLOWING SPECIFICA77ONS AND STANDARD DRAWINGS Q NERAL NO M S STANDARD SPECIFICATIONS 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING 1. 'GREENOOOK' STANDARD SPECIFICA 77ONS FAR PUBLIC WORKS CONSTRUC770N SERVICES DEPARTMENT FOR ANY WORK WI THIN THE STREET RIGHT -OF- (1997 ED177ON). WAY NO FEE WILL BE REQUIRED. 2. APPENDIX A OF REGIONAL STANDARD DRAWINGS (LA TEST EDI77AN) 2. THE STRUCTURAL SECT70NS OF ALL PAVEMENT SHALL BE IN ACCORDANCE 3. QL/VEVAAIV AII0I11C/P14[. WW 11fS77Pi 7 S'TWD40 A 9CIf1C47TdKS FOR CONS TRUCT7ON Wl7H CITY OF ENCINITAS PUBLIC ROAD STANDARDS AND AS SHOWN ON CIF WATER MAINS. 7HESE PLANS 4. LEUCADIA COUNTY WATER DISTRICT (LCWD) STANDARD SPEaRCA77ONS FAR CONSTRUCTION OF SEWERS AND APPURTENANCES -APRIL 1995. 3. ALL UNDERGROUND U77LI TIES WITHIN 714E STREET RIGHT -OF- WA Y SHALL 5. STATE OF CALIFORNIA STANDARD SPECIFICA T70NS -,IDLY 1992. BE CONSTRUCTED; CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. STANDARD DRAWINGS 4. THE EXISTENCE AND LOCA7701V OF EX/S77NG UNDERGROUND FACILITIES 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -MARCH 1997 SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO DESCRIPTION STD DWG SYMBOL OTHER EXISTING FACIL177ES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAU77ONARY EXISTING CONTOURS MEASURES TO PROTECT ANY EXIS77NG FACILITY SHOWN HEREON AND (;MDOO A ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. PROPOSED CONTOURS 120 - 5. LOCA7701V AND ELEVA77ON OF IMPROVEMENTS TO BE MET BY WORK TO GRADED SLOPES BE DANE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO PROPOSED SPOT ELEVATIONS 289.7 CONSTRUCTION OF NEW W1 WK. CONTRACTOR WILL MAKE EXPLORATORY EXCA VA 77ONS AND LOCATE EAIS77NG UNDERGROUND FACIL177ES LOT LINE SUFFACIEN7LY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS OUWHA/N MOV DAYLIGHT LINE IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCA 77ON OF WA TER NOTEB• A RIGHT -OF- WAY LINE R/W EXISTING FACILITIES 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WI7H THE DETAILS 6. 774E CONTRACTOR SHALL N077FY SAN DIEGO GAS AND ELECTRIC AND MAIE'R/ALS AS SPECIFIED IN 774E OL/VENHA /N MUNICIPAL WATER DISTRICT STORM DRAIN (SIZE PER PLAN) 0 -60 COMPANY PRIOR TO STAR77NG WORK NEAR COMPANY FACIL177ES AND STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND r SHALL COORDINATE HIS /HER WORK WITH COMPANY RE PRESENTA77WS. FACIU77ES, DATED MARCH 1997 WITH REVISIONS. CONTRACTOR SHALL -7 3 r ° TYPE B -1 CURB INLET p -2 HA VE A CURRENT COP Y OF THE 0. M. W. D. STANDARD SPECIF7CA 7701VS ON THE o o NO77CE.• ALL PROPOSED ELECTRICAL AND GAS SERVICES THIN THIS JOB 97E 7F AT ALL 7TM£S STORM DRAIN CLEANOUT TYPE A4 0 -9 WI ❑° PROJECT ARE "UNDERGROUND INSTALLA 77ONS FOR LOCA7701V OF < OLI VE N H AI N 12 x12' BROOKS BOX ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS') UCA DIA BLVD CONTACT 174E SAN DIEGO GAS & ELECTRIC COMPANY. AS REQUIRED BY 774E STANDARD SPEC /FICA 7IONS ARE TO BE ACCOMPLISHED z w R D. TYPE F CATCH BASIN D- 7 TELEPHONE.- (800) 422 -4133 PRIOR TO 774E PRECOVSTRUC77ON MEETING W17H THE DISM/CT'S INSPECTOR. � � S I TE Z CONCRETE' LUG 0 -63 - Ali 7 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STAR77NG WORK cn o NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK 7N J. NO WORK MAY BEGIN OR PROCEED WITHOUT DIREC77ON OF DISTRICT'S INSPECTOR. COMPANY REPRESENTATIVES INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. Q W1 AC PAVEMENT SEE GEN. NOTE 2 U ' ROSEBAY NO 4. WHERE ELEVA7701VS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, 1 DR. EXIST WATER LINE ARE "UNDERGROUND INS TALLA ]IONS " FOR LOCA7701V O - - ALL TEL SERVICES WITHIN OCAS 701V O CT BOUNDARY F cr TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF E GIN l9 BL VD EXIST SEWER UNE ARE NS. S, - - S CABLES AND APPURTENANCES CONTACT PACIFIC BELL. STREET. � EXIST ELECTRICAL - -- -- -- E - - - TELEPHONE.- (800) 422 -4133 5. UNLESS OT74ERWISE NOTED, CONNEC170NS TO EXISTING MAINS SHALL BE MADE Q `J`1 � 1 � EXIST TELEPHONE - - -- -- -- T - - -- -- - - DRY. 774E 77ME AND DURA7701V OF ANY SHUTDOWNS OF EXISTING MAINS ANTI E IVE EXIST GAS MAIN -- - - G 8. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE UNDERGROUND C> INSTALLA77ONS FOR LOCATION OF CABLES AND APPURTENANCES SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE � EXIST STORM DRAIN CONTACT (800) 422 -4133. NO77FIED 7140 WEEKS MIN /MUM IN ADVANCE OF ANY SHU7DOWN. > HGAM Y AM PROPOSED 8' WATER LINE 9 774E CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR ffNCH 6. CONTRACTOR SHALL COORDINATE• WITH DISTRICT ALL ARRANGEMENTS FOR z NO SCALE O PIPE COLLAR PER SDRSD NO. D -62 MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED HIGH - LINING TEMPORARY SERVICE ETC. , PRIOR TO SHUTDOWNS, AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND NO SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY ZO TYPE "F' CATCH BASIN PER SDRSO NO D-7 SURVEYOR. 7 CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. Q STORM DRAIN CLEANOUT TYPE A4 PER SDRSD NO. D-9 la ALL WORK SHALL BE DONE IN ACCORDANCE WITH 774E STANDARD A COPY OF EXEMP77O N LETTER OR 7RENC14ING PERMIT, IF REQUIRED, SHALL SPECIFICATIONS FOR PUBUC WORKS CONSTRUC7701V (LATEST E01770N), BE SUBMITTED TO 774E DISTRICT PRIOR TO CONSTRUCTION. m ® STORM DRAIN CLEANOUT TYPE A5 PER SDRSD NO. 0 -9 THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC770N (ADOPTED BY THE 8. ALL EXISTING FACIL177ES WHICH MAY AFFECT FINAL DESIGN, IE, LINE CROSSINGS, 2 SO CONNECT TO EXISTING STORM DRAIN MANHOLE, SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND 174E SAN DIEGO LINE PARALLELING, OR PROPOSED COVNEC7701VS SHALL BE FIELD VERIFIED. W CLEANOUT OR CATCH BASIN REGIONAL STANDARD DRAWINGS (LATEST EDITION). ALL EXIS77NG OR PROPOSED U77LITY CROSSINGS OR U77LI77ES WI7H/N 10 -FEET OF PROPOSED WATER MAIN SHALL BE SHOWN ON IMPROVEMENT PLANS. m ( E 6 XIS7ING STORM DRAIN PIPE 70 BE FILLED WITH � O AIR BLOWN SAND AND ABANDONED 9. 7HE WATER SYSTEM SHALL BE PRESSURE 7FSTFD IN ACCORDANCE WI7H THE PROCEDURES IN 774£ STANDARD SPECIF7CA 770NS THE CLASS OF PIPE SHALL Oj DEMO STORM DRAIN MANHOLE, REXIOVE A M/N/MUM BE USED AS 074E DESIGNATED WORKING PRESSURE FOR 7ES77NG ALL PIPE, OF Y FRAM FINISHED GRADE AND REPLACE WITH PCC - VALVES (CLOSED) AND APPURTENANCES sh rr NO. 2 SIDEWALK PER SORSO NO. G -7 INSTALL PEIROIMAT - ���� OR EQUAL 10. ALL DEFLEC77ONS (HORIZONTAL AND VER77CAL) SHALL BE MADE BY USE OF ® REMOVE EXIS77NG STORM DRAIN 1 -112' COLD PLANE TACK COAT A Rf OVERBEFA LY REi1lOVE EXIST. L Jbl►NT COUPLINGS WI7C 4' MAXIMIUM DEFI-EC77ON PER COUPLING (2' PER JOINT). FR X/NEL STREET 9 REMOVE EVS77NG STORM DRAIN CATCH BASIN 1 -1/2" AC OVERLAY RE PAVEMENT SAWCUT BEFO NG S7IRA TYPICAL NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. O P / (TYPE N C2 AR4000) BOTH SIDES 1. C77O 1 041 F 7HE STANDARD IN ACCORDANCE WITH REALIGN EAIS77NG WA7ENLINE UNDER PROPOSED STaW DRAIN SIDES It SECTION 15041 OF THE STANDARD SPECIFlCA710NS PR /OR TO 71E -IN OR ® SEE WAIERUNE REALIGNMENT DETAIL ON SHEET 740. 4 COVNEC7701V TO EXISTING SYSTEM FACILITIES BACTERIOLOGIC QUALITY 7EST RESULTS SHALL CONFORM TO 074E CR17ERIA SPECIFIED IN PARAGRAPH 3.06 Q Y D /VE 1© ROLLED PCC CURB PER SORSD NO. G -4 OF 7NA T SPECIFICA 11074 SEC 17074. W �8 4' AC (TYPE III C2- AR4000) DRIVE 2 ROSEBA Y 12 BOTH SIDES ' '' ' . • ; .' • _ ' : O © 12 BROOKS BOX EXCEPT WHEN • . .. ,; .,, ...• c� - N EXT 70 IXl,'.:,.�'• K•' ; '_ • , ' 8" CRUSHED AGGREGATE BASE Q� Q © CONCRETE LUG PER SORSD 740. D -63 THEN TO LIP OF -- Q� SHEET NO . 3 ® RELOCATE AND FIELD ADJUST SEWER, WATER AND GAS NA 11V£ BApCFILL J SERVICES AS NEEDED �n REMOVE EX1S11NG STORM DRAIN CLEANOUT BEDDING PER STANDARD 8' TYPE B1 CURB INLET SPECIFICA 77ON 306 -1.21 nVOOPAPIHY.• © REMOVE AND REPLACE EXISTING SIDEWALK AS REQUIRED LOICA 77Ow MAP f7ELD SURVEY PERFORMED BY SNIPES -DYE ASSOCIATES ® REMOVE AND REPLACE EXISTING CURB AND GUTTER AS REQUIRED 200 FEBRUARY, 2000 DE(.Q ARA 77ON OF RESPOINSIBLE C HARQE ® REMOVE AND REPAIR EXIS77NG AC BERM AS REQUIRED 8' MNV - 12' MAX 8" MIN - 12' MAX / HEREBY DECLARE THAT / AM 7HE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 774E DESIGN OF THE ® SAKVI,, REMOVE AND REPLACE EMS77NG AC PAVEMENT PER 314 CRUSHED ROCK PROJECT AS DEFINED IN SEC7701V 6703 OF THE BUSINESS AND PROFESSIONS STORM DRAIN DETAIL ON SHEET 1 d SHEET CODE, AND 714AT 714E DESIGN /S CONSISTENT WI7H CURRENT STANDARDS. z 40 NO, DESCRIP77ON I UNDERSTAND THAT 7HE CHECK OF PROJECT DRAWINGS AND SPEClF7CA770NS © 6' PCC CURB AND GUTTER 1 777LE SHEET & INDEX MAP BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT U7 © 2 BL ASSEMBL Y PER OM OWG 740. A -1.1 170M DRA /N TRENCH DETA /L 2 STORM DRAIN IMPROVEMENT PLANS RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIL177ES FOR PROJECT w ~ 3 STORM DRAIN IMPROVEMENT PLANS DESIGN. Q NOT TO SCALE 4 STORM DRAIN DETAILS AND DEMOL177ON PLAN NOL T AND ASSOCIATES, INC. ® Z""AVAL ' 41r AMF FUSE A55EMBLY fLSR OMWO 4 AV A -2.5 _ 5469 KEARN Y VILLA ROAD, SUITE 305 SAN DIEGO, CA 92123 0 `�P �� 0 WATER AGENCY (619) 278 -9392 r VY OUVENHAIN MUNICIPAL WATER DISTRICT ft 417182 Q 0 Construction contractor agrees that in accordance with generally accepted construction Eq. 3/31/04 0 practices construction contractor will be required to assume sole and complete responsibility for POTABLE WATER SYSTEM APPROVAL ♦c * LLJ Lc) job site conditions during the course of construction of the project including safety of all persons California Council C yrt\. AS BU ILT DRAWINGS ~ 0 and property that this requirement shall be made to apply continuously and not be limited to of Civil Engineers OF 0 1 normal working hours and construction contractor further agrees to defend, indemnify and hold z In design professional harmless from any and all liability, real or alleged, in connection with the & Land Surveyors 'n !� / O BY: E r o N n E N c IN E E R I N O 00 , performance of work on this project excepting liability arising from the sole negligence of design ( 'rj 7 (Q L ii professional. E 8853 DATE JOB NO RICHARD E. BERG RCE 1782 DATE RI044AD E. DATE 1 . M3.05WT11 W es. MF FA siwWoo,cwsna ►� wsss.osoo a sss.3ss.aoo Fn www.na.Te.aoM Note: Signature Expires 2 Years After Date Q 00 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE BLS GNLu ar -- �K hE rCtu ` - -- ��IOVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. z U REV /SE STORM DRAI _ - PLANS PREPARED UNDER SUPERVISION OF RECOMME P OV STORM DRAIN IMPROVEMENTS " SHEE 34Of4 RE PLACES DESCRIPTION: STREET C.L. MONUMENT 120E SHEET3 OF4 E. OF INTER.WITH DELPINIUM HORIZONTAL DATE: Z'3�C7Q BY: _ _ BY: __ Z W Z LOCATION: STA. 36 +76.91 ENCINITAS BLVD. 41 782 LER Y 0 AS ALAN C HIBALD BURNING BUSH, FRAXINELLA ST. ROSEBAY DR. 0019-DI _ W Z A B U /LT L MW /N6S RECORDED FROM: S.D. CO. VERT. CONTROL PG 161 R.C.E. 740. DATE: 7 �G GD DATE: 0 z ELEVATION 1 8 9 .9 7 D ATUM: M.S.L. VERTICAL RICHARD E. BE G ExP: 3 -31 -04 R.C.E. 22312 R.C.E. 18 9 WORK PROJECT NO. CMDOOA [ SHEET 1 OF 4 W FILE: SD0I.DWG PATH: N: \SD0605 \CADD Ili ,� - 77771 ..:777•i77777� i ii � • iii a� _ �_ H•l• .iif7777t•�ac � - -- �1.�. _ n �� lN7• i iil7•• I —•�� �it• ...I.l��� '�i ii••.•• .\,�i777777La� �ar`7t�i ii• \• 'lei • Yw: ���.•. V.. pfa••i ���,.�77 ►f �i...I� - ►ii � • i •ff .' L _ ii77777a Cori -Mil 1 Mi .� r �sii► Imo\• �\ - s 9 NOW i ii- 777.11 iiff� _. —• �•.��. � 111111C.. i►�r'�•7771iiM /l IIIIIIIIIIIIIIIIM r. rw.s - i Nlf�>t•77. iii m na f �r1rs>s w7�w• �� - itiii.fff7f -i�7 Na J\.N ► MiUmm BENCH MARK APPROVALS vs; � 1 to] I 1 1 a 4 0 .4 1 e Im ol I I mma'a I'm I DRAWING NO. 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WEENNIND mmw i r,.0- z�•ra-r iar� i i� ii f ' i I� allwo ME ffmmu vs pw Is 4 �� .. / / : / ��'�s��— �•���.����.�7��.r��a� is „� - �iiiw�� �i�����• s �-w�uur�s I•ei�� uir�•��•���i�u.�� � I / / — C . , �► : -: I ,i�� '� - iii � �? •- � I . , I t i I / s. 1; %l « - '% . ��1��4� 7 '►I; � 5�'Z� !��► r► �► ��►'►1�)R► ri �!� ] � . � . .. � � 1 • Now • DESCRIPTION: STREET C.L. VQNL)MEN1 120 E. OF INTER.WITH DELPINIQ1 1 40' DATE -O BY: B Y: BURNING BUSH STREET & FRAXINELLA STREET HORIZONTAL LOCATION: STA. 36+76.91 ENCINITAS BLVD. R. C. E. IN 0: 41782 LE OY B.,ODAS A D. ARCHBALD STORM DRAN LINE "A” RECORDED FROM S,Q. CO. RT, CONTROL PQ 1 DATE: Zz�n � 414:p DATE: ELEVATION 189 ATUM: V.S.L. EXP: 3-31-04 R. C. E. 22312 R.C.E. 21869 WORK PROJECT NO. CMDOOA NoText NoText NoText NoText