Loading...
1986-24- WO A N GENERAL NOTES: S AN DIEGUITO WATER DISTRICT NOTES CITY OF ENCINiTAS TRACT 4603 W ORK TO BE rJ DONE; ! • f 1. A PERMIT SHALL BE OBTAINED: FROM THE COUNTY DEPARTMENT OF (1) Water mains, laterals and appurtenances shall be constructed according , Y ' ' PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. to the standard specifications of the San Dieguito Water District. The 50 40 R04D£,tS£MENT IMPROVEMENTS CONSIST OF THE FOLLOWING WOk" TC{'�E" p g DONE ACCORDING TO THESE PLANS; THE CURRENT SAiV DIEW after the date of acceptance. 2 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO Contractor shall and hereby does guarantee all work for a perm of one year 2 _ 22, /8� COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECI- COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. } FICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF.t, S 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE (2) Unless otherwise noted, all connections to existing mains will be made c 3 ZO r , P - SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. Q 3 4 uralrr + APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT-BOUNDARY. by the Contractor, under the supervision of San Dieguito Water District-, ° E,I SEMENT 2 /G /G► t" ` QUANTITY ITEM` SiS�SD SYMBOL 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE after payment of the estimated cost by the developer. to 4 �. ,. CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCT -ION OF BERM, ° q• %u �'� •, P C. C as e ` CURB, CROSS GUTTER AND PAVING. (3) Where elevations and grades are not shown on the water main profile, top s 3 W ti 2- !PER G - 2 P. G - CX. CURB 239T 1. f . CONSTRUCT CURB &GUTTER G - 2 of pipe profile is 48 inches below center line finish grade of street. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES (4) All services °,w Z� `� r�,v.I��,,.�,�.. o 2 ��, � . SIDEWALK , i. �' 0 SHOWN ON THESE - PLANS WERE 08TAINEBY A SEARCH OF THE AVAILABLE 5� �� �° • +"NN , f . CONSTRUCT C 6 - 7,9 /O - t to be constructed clear of driveways. ' .a.- �,, 705& s. UCT P. = _ RECORDS. TO THE BEST OF OUR KNOWL EDGE, THERE ARE NO OTHER EXISTING DRIVEWAY , FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR (5) Contractor to furnish one inch copper water service and meter box for TRUCTlJR.4L SE' T /OBI( P.C.[. S /AEW�41K ea. CONSTRUCT 18' 6-/4 15, /� , IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO- PROTECT ANY each residential lot. _ PER GfiVE�P,4L NOTES PER G - 7 0 NYD�AMT 30,033 s . f . CONS'T'RUCT A.C. PAVEMENT EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF Z. RECORDER NOT SHOWN ON THESE PLANS. (6) Contractors shall acquire a trenching permit from the California , ,+ PER <P-/,;p f IQ t 24 I 5 W- /1 TYPE A STRUCTUR 5E['T/DW / p s. f. A.C. OVERLAY '& FEATHER -' 6. LOCATION AND ELEVATION OF IMPROVEMENTS TOLE MET BY WORK TO-BE Division of Safety for all trench work. P I PER 6fiVERAL NOTES DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR T$ EXIS77V&A.C. PAIIEMBNT 2 SIDEWALK RAMP' TYPE A C -27 (7) Install fire hydrants 2 feet from face of curb, if no sidewalk exists, e�}. C ONSTRUCT \Q CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY or 7 feet from face of curb where sidewalk will be constructed. � EX CAVATIONS AND LOCATE E- XIST4NG UNDERGROUND FACILIT-lES ea. CONSTRUCT SIDEWALK RAMP TYPE 8 G -27 4 SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS (8) provide air release assemblies at all high points in water main TYPICAL SECTION - RUBENSTEiN AVE. TYPICAL SECTION AVENiDA DE MONACO IF RE VISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING Z ea. CONSTRUCT CURB INLET TYPE C ` D - FACILITIES. (PUBLIC ROAD) (PRIVATE ROAD) ( ) 9 Contractor shall obtain encroachment y D e p artment T�i permit from the Count p / 'ea. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECiC COMPANY of Pub e /� warts for any excavation within existing County Rights - of - way. FROAf SM 0 * 25 TO 3+93.88 CONSTRUCT CURB OUTLET D - 25 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. (10) The District requires that compaction tests be taken where water lines ,Zq ?' f CULVERT , D -LD,b NOTICE: E- ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE are installed within existing County Rights -of -Way, private easements, and 70 1. f . CONSTRUCT B PVC' WATER LINE < -> W "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL the results approved by the County Department of AiI Woks before the (C -�D) CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN water lines are accepted and a copy sent to the San Dieguito Water District DIEGO GAS & ELECTRIC COMPANY. office. TELEPHONE: 615 9 - 496 - 0401 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR J ea. INSTALL 8" _GATE VALVE < - >. �� --�-- -• t ---� (11) Prior to awarding water line contract, Amer shall / ea. CONSTRUCT 6" FIRE HYDRANT <P -1> advise prospective 00 TO STARTING WORK NEAR COMPANY FA CIL I TIES A ND SHALL COO RD -iNATE HIS Contractors to obtain and review current San Dieguito Water District's ASSEMBLY (.Jif�NES MoAEC 3710) W_ specifications. RK WITH MPA Y P O CO MPANY RE RESENTAT/VES. ea. CONSTRUCT 1' WATER SERVICE <P - 2> NOTICE A T P - ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE UNDERGROUND INSTALLATIONS" FOR l OCAT/ON OF- CABLES AND (12) The Contractor shall notify the Districts Inspection Department 48 / ea. CONSTRUCT I " B.O. <P -4 > hours Advance of beginning `t hos in A n be for inspection 9 g work to arrange 4 ins c Pe on o project APPURTENANCES CONTACT THE PACT FlC TELEPHONE COMPANY. TELEPHONE: 1- 800.422 -4133. (13) Fill areas must be compacted to 908, prior to pipe installation. 2- ea. CONSTRUCT 1" M.A. 0 <P -10> -� 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE e UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND (14) Approval of this plan by S.D.W.D. does not constitute a representation B 2 . f . CONSTRUCT 6 " PVG SEWER LINE 5 4 t l _ S_ BEAR THE COST - OF RELOCATIONS, IF NEEDED. as to the accuracy of, the location of, or the existence or non - existence of, 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND any underground utility, pipe or s tructure within the limits of this project. 300 �S1TE DISTANCE EACH WAY- NO OBSTRUCTIONS IN THIS AREA INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT 13 ea. CONSTRUCT SEWER LATERAL S -13 ---� n". Mat I F /)'S/O TELEPHONE !S /9-TQd�b� 50 SCALE W 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON W W W a k W ` T ea. CONSTRUCT SEWER MANHOLE -S -17 THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED 4 t 4 4 q Q 4 4 t WITHIN TH€- DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED / A J 4 w 4 q 38 1. f. CGVSTRUCT !o' PIKE, 71A G -- TO THE COUNTY OF SAN DIEGO. EP r� �`' .� W �./ W ,..��`�.. �► J W W `.-/ `.-/ % W �.�_,,� �______•.J �J �'�- �.____/ L* -ER '. ✓ i 1 � RUBENSTEiN� �o i m 1 UE 12 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANIJAIRD m l�I � � m SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1973 EDITION, AVEN SPECIAL THE SAN DIEGO SPECIAL PROVISIONS :O THE STANDARD SPECIPI- r ) - CATIONS FOR PUBLIC WORKS CONSTRUCTIUN C 1973 F.UITIr' "! , ADUI' W W ' -C � j ►, W � Ezisr. THE SAN ,,.. I'L'U 4c 2 W V BY TE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOW- � 4 � � � � INc_, SPECIAL CIAL PROVISIONS. A Q (� EXIST. TREES �-.` 4c - O I I M N ( $ � W _ _ _...__ � 1 13 PIPE GAGE THAT WILL GIVE STORM DRAINS 25 YEAR LIFE - TO BE � Pxur M M E � y' l , DETERMINED THROUGH ITV TEST W SEWER NOTES ( CONT. ) a e 14 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INrOI:MATION � ` ONLY. COUNTY OFFICIALS SIGNATURE DOES NOT CONSTITUTE APPROV- 13. As Built drawings must be submitted prior to final acceptance of the work. � AL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN AND CON - (', S LL TRUCTION OF THESE IMPROVEMENTS• 14. The contractor shall and hereby does guarantee all work for a period of one year after the date of acceptance of the work by the owner and shall c ILL repair or replace any or all such work, together with any other work y fl Q which may be displaced in so doing, that may prove defective in _Y a 9 workmanship and /or ma-terials within the one year period from'date of ® CARDIFF SANITATION SEWER •NOTE) acceptance without expense whatsoever to the owner, ordinary wear and i i �� o U _ tear, unusual abuse or neglect excepted. O AS' _ "All work shall be dome in accordance with the Standard Specifications for EL IT IS AGREED THAT FID CONDITIONS [SAY REiUIPE` Public Works Construction, latest Edition, the San Diego Standard Special ^ CHANGES TO THESE PLANS. Provisions to the Standard Specifications for Public Works Construction I LEGEND adopted by the San Diego Regional Standards'Committee and the following s Special Provisions." Q + IT IS FURTHER NG HAVE A REGISTERED CIVIL AGREED THAT THE DEVELOPER SHALL O CENTERLINE < ENGINEER MAKE SUCH Q 1. Trench width shall be per SDRSD No. S -4 unless otherwise shown. CHANGES, ALTERATIONS AR ADDITIONS TO THESE © PROPERTY LINE _ PLANS WHICH THE DIRECTOR OF PUBLIC WORKS ' DETERMINES ARE NECESSARY AND DESIRABLE FOR zr 2. Pipe and Bedding Con d i t i o n s . SANTA fE s3 ? 3 ,� EXISTING CONTOUR -__-__, 92 THE PROPER COMPLETION OF THE WORK. .� (a) All pipe shall have 4" minimum of 3/4 inch crushed rock b6neath the i EXISTING ELEVATION (83.7) _ pipe. StTE� a Z s o \' �, 2 $ PROPOSED ELEVATION 94.3 (b) V.C.P. and A.B.S. truss pipe bedding from bottom of pipe to (6) six 3 i N j0 e / HEREB Y - AGREE TO CCWWFN�VPORK ON ANY IMPROVEMENTS m inches minimum above the pipe shall b e sand, gravel, crushed 3 s DRAINAGE FLOW - -- SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- aggregate, native free- draining granular material having a sand Z y " ® WAYW /THIN 60 DA YSAFTERISSUANCEOF THE CONSTRUCT equivalent of 30 or better., a �•, ..EXISTING IMPROVEMENTS - - PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY N o c NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE (V • (c) ,P.V.C. and A.B.S. solid wall pipe bedding from bottom of pipe to (6) �,"� EDGE EXISTING PAVEMENT -= ' -- ---� AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH six inches minimum above the pipe shall be 3/4" crushed rock. A.B.S. '� KET MAP T HIS PROJECT OR UNDER MY CONTROL. solid wall pipe may be used only where pipe invert grades are 17 or 11� TOP OF CONCRETE / TOP OF CURB TIC P ERM II EE / Z g re at er . PIKE HYDRANT LOT lVtJ1MSER OWNER: j TOP OF . PAVEMENT ?P RA H LUED KE - �5 - ! 5 3. After complet of pipe laying, all main line sewers, sewer service j ," .' �'`" ••---� DIRECTioili Of ORA/NI1 -w- WATER L INE ADDRESS MZ6 RIBENSTEWAVE CARDIFF, CA 92007 r laterals and structures shall be tested in the presence of the Engineer. 20 SHEET A012MBER - S- SEWER LINE MINIMUM MIN 260- 081 -46 & 53 W `Air Pressure Test shall be used unless otherwise directed by the Engineer. 260- 083 -38 & 53 4 • The construction of P.C.C. sewer manhole m l per SDRSD No. 17 poured in place at time of uu I HEREBY DECLARE THAT I AM V I CINI T Y MAP t DECLARATION OF RESPONS IBL)S CHARGE TYPICAL TYP ASSESSOR PA RCEL Q manhole bases shall be finished c o m plete r. Precast manhole All TO 56ALF THE ENGINEER OF WORK FOR THIS PROJECT, - SITU! llbORl $S V _ �___ R 1 bases are acceptable for use with 8 -inch collector systems with TRAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT 0 inspector's approval. A<'.tA 2;-3/ �" AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE �lND 2426 RUBENSTEIN AVENUE (n THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. CARDIFF, CA 92007 (n 5. The construction of 4 -inch sewer lateral per SDRSD No'-s S - and S -14. 'pi; Q Laterals shall not discharge directly into man h ole. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND PRI VATE CONTRACT SPECIFICATIONS BY THE COUNTY OF -SAN DIEGO IS CONFINED TO A REVIEW ONLY df1'n 6. The construction of concrete anchor walls per SDRSD No. S -10, Type A. AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES PERMITS SHEET C OUNTY OF SAN DIEGO 6 } �, • FOR PROJECT DESIGN. I DEPARTMENT OF PUBLIC WORKS SHEETS DA TE: I Z- Z 7. All mains and laterals shall be constructed with 42 -inch minimum cover. TENTATIVE MAP N 7.•x/.4603 PLANS FOR THE I a 1 BY: - 1:Z OF. . f sew 3 M 8. The final .location and elevat v at i on o r _ w r n w and ate laterals shall a s s a be MPROVEMENT _ shown on original plans, prior to acceptance of work. .. --_.._ JOHN D. CONWAY COA PERMIT NO. 6 -86 -572 RUBENSTEiN AVENUE Z it) R. C.E. 29067 EXP. , 3 -31 -87 GRADING PERMIT NO. L �05� (PUBLIC ROAD) O 9. All design chap es of sewer mains shall be a roved b the District Engi i n writi prior to acceptance for public use. �` �`'�� SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK AVEN��A �� MONACO (PRIVATE ROAD) CA' L _ 311- /t77 � 0 r _ � TO. Fill areas must be compacted to 90% prior to pipe installation. '' ^�. CARDIFF SANITATION DISTRICT SAN DIEGUITO WATER DISTRICT DESCRIPTION: CO. 01S.D• 8.M 560006• BRASS D15C SET 11V Recommended for approval. Approved G, f?. BOWMAN- Q�� ' � 5 4 / ... 11. The-contractor shall notify the Districts Cb/1I C . MON. Z Inspection Department 48 hours - ��-� -- �� ,�. l�� �rs -•^�. y in advance of beginning work to arrange for inspection of project. d� ^iVt%•• OQ LOCATION: "�AORTH Of IN7M OF SANTE FE PR. ANO V&CAN r/ �►�ER Fra �tREC OR Of PUBLIC WORKS C= OF L �F APPROVED BY APPROVED BY: AVE., 5/ WEST OF VULCAAI AVE. _ Engeneer of work- checked by W Z CA 12. C ontractor shall obtain a permit from the County Department of Publi RECORD FROM: CO. o f S.D. B.M. F /LE Z �, Works for an excavation within existing Count Rights- of-Way Approval date Z DATE: '3�D p't� -l.` ���� DATE: � -'� VALID Iron 2 YERRS - ROM T// /5 DgTE ELEVATION: 9/• 3g7 DATUM: USC �GS M•5•L. . c. E e 7 !- - Z = Q W CL_ ..' FiLE N0. Yr t., R � NoText NoText NoText NoText NoText NoText