Loading...
1019 I GENERAL NOTES: WORK TO BE DONE: I 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCT /ON OUTSIDE THE PROJECT BOUNDARY. A.G. IMVEMCHT OVER APPROVED I5ASE Peot 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE AjC PAOT'C 2 . M PER CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, �, AC. 191Kt TYPE A G 3 CURB, CROSS GUTTER AND PAVING. . �- -- CXI AH WCR MANHOOLE LM -�- sr-wen MMM•101.[ PER 9TR S -1 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES I� GUARID Ol'lfST3 PER STI7. M-9 l SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE PWPVWD & W F 1 OR PVC SEWER UNC RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EX /STING DIRECTION OF 5UIZPACt DRAINAGE FACILITIES EXCEPT AS SHOWN ON THESEPLANS. HOWEVER, THECONTRACTOR A DKMFWAY APRON PER STD. DM/G. t25 -7 IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF C EXISTING ELEVATIOM RECORD OR NOT SHOWN ON THESE PLANS. �� PROPOISCO eLEVATIONS 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EX /STING FACILITIES. i 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. R/bJ NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 55' "UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: j 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 25' 80' TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 2A' NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE G• A.C. 15MMA "UNDERGROUND INSTALLATIONS "' FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. 15 9.5' 405 TELEPHONE: 298 -0595. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE _ � 2 ,� _ UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND 2 x -� BEAR THE COST OF RELOCATIONS, IF NEEDED. >'• 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND EXISTING A. ­ INSTALLATIONS". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT PAVEMENT THE S•TRUCTLJRAL SECf1014 WILL t4E IN TELEPHONE.' I ACCORDANCE WITH SAN DIEGO CCNJMY 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON STAHMAKPIS AMO A5 APPROVED OY THt THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED MAT!`RIALS LACK7RATOQY (8t[ NOTE 2) WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED NOTE: THE SYMbM'V DENOTES LOCATION Or TO THE COUNTY OF SAN DIEGO. PROFILES 51dOWN ON 15f•1'L 2 � f2. NO PAVING SMALL DE DONE UNTIL ALL CKISTING POWER POLES ARE R.LLO- CATCO OLl"910C THt AREAS TO Be PAVED. TYPICAL s ECTIOPI SEWER NOTES WIMP ROAD i i 1. "All work shall be done in accordance with the Standard Specification MO S CALE I for Public Works Construction, 1976 Edition, the 1975 San Diego Standard Snecial "revisions to the Standard Snecifications for Public Works Construction, adopted by the San Diego 7egional Standards Committee and the following Special Provisions." i 2. Trench width and bedding shall be Per SDRSD No. S -4 unless otherwise shown. I 3. The construction of P.C.C. Sewer Manhole per SDRSD No. S -1. Precast manhole bases are acceptable for use with 8 inch collector systems with inspector's annroval. 4. The construction of 4 inch sewer lateral per SDRSD No's. S -13 and S -14. Laterals shall not discharge directly into manhole. 5. The construction of concrete anchor walls Per SDRSD No. S -9 except wall to extend a minimum of 2 inches above finish ground surface. 6. All mains and laterals shall be constructed with 42 inch minimum 1S I cover. I 1 HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS 7. ABS Sewer Pipe is an acceptable alternate to VCP or PVC where slopes are a minimum of 1.08, with crushed rock bedding to extend 1 foot SANTA F[ DRIVE SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIG HT-OF- WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION 1 above top of Pipe. .�,5� t PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY j NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE 8. The final location and elevation of sewer and water later, 7_s shall Z SITE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH be shown on original plans, prior to acceptance of work. •THISPROJECTORUNDERMYCONTROL. 9. All design changes of sewer mains shall be approved by the District >e OWNER: 1110 1d", V4 Engineer in writing Prior to acceptance f)r Public use. A AMARAL KEN bOUCNAQD ADDRESS 890 SANTA f DRIVt , CNCI H ITAS , CA . j 10. Fill areas must be compacted to 90% prior to pipe installation. 11. The contractor shall notify the Districts Inspection Department 48 ASSESSORS PARCEL ZGO 191 204 PM. 31 � r hours in advance of beginning work to arrange for inspection of. ViC�N�T� M A P < project. j 12. The contractor shall and hereby does guarantee all work For a tAO SCALt period of one year after the date of acceptance of the work by Q the owner and shall repair or replace any or all such work, together with any other work which may be displace in so doing PRIVATE CONTRACT that may prove defective in workmanship and /or materials within the one vear period from date of acceptance without expense O PERMITS SHEET whatsoever to the owner, ordinary wear and tear, usual abuse or COUNTY OF SAN DIEGO 1 DEPARTMENT OF TRANSPORTATION SHEETS REZONE PERMIT NO. M/A � neglect excepted. SPECIAL USE PERMIT NO. N/A PLANS PM TUC IMPROVENItMT OP GRADING PERMIT NO. ~ /A W INDSOR ROAD FLOOC CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK `r f SAN DIEGO COUNTY FLOOD CONTROL DISTRICT CAAPIffi SANITATION DISTRICT SAN PIEOUITO IRRIDATIOPI DISTRICT No. Dmf*ion Approved by Doto TOP OF SAN DIEGO COUNTY STANDARD t + C. J.HOUSON, DIRECTOR DESCRIPTION: r Pkmom� dad for approval: Appr ZL G35 I. BRASS DISC STAMPE D OC 181 PRECI`;1JN FOA R.J. MASSMAM y LOCATION: MW C ORNER CAP SANTA FE DRIVE AND N IV IfNi ENGINEER DIRECTOR OF TRANSPORTATION 0 MA 1 IM APPROVED BY: AI IA APPROVED BY: ( :Z APPROVED BY: N IA 20AD E of f l ed by: W = MICROFILMED RECORD FROM: SAN DIEGO COUNTY VORTICAL CONTROL VATUM { �//� E, C TIM = W f - N .C. Approval GN: C5 DATE: DATE: 3o M1�eer 1919 DATE: ELEVATION: P- 1-1 - 56 DATUM: U's'�''8' G4RYK. E. 24.000 4 /17 ' ♦A �� Z S W � FILE N®. 12" i 'PERFE CT" PROFILE PLATE A RODNEY STOKES CO. O— 1— 2- 0— C O EXISTING GROUND v j 7 L It SEWEIZ� � L Q / 2 J + t7 j Nr X 270 270 a �' 270 �-5' ST135 Er PLUG EXISTING GRADE oa yo ' ld 4' MIN.COVER ZGn 260 2G0 87.5' A.C. TAPER d EXISTING GRADE ® WIG" A.G. 6ER�� I Q RT. � I O Q Q ]� ti it + C 270 " L N 3 2 + p 1 250 dl Q 4 Z N N d TOP Of- beam ra J PROFILE SEWER EXISTING GRADE m 2T.. i P. % 3- 1a 4 r VEIZT• STA. 2 +87.50 CND WORK d 0- 2 W J O t 2 i I Cd" AC GERM �2ra l2 / i � I m �> i o a rfl h C rL STA. 2 +02.50 - EXIi5TIPIG MAl'i"OLE NO. 2 = I 3 - GUARD POSTS PER STD. M-9 3 I 20' SEWER EASEMENT PROPOSED 20' PRIVATE: ROAD t7ATE 5-14-79 STA. 2 +00 j � UTILITY EASEMENT 970C, NO. 79-107155 STA. i +90 - CONSTRUCT l� l /, Z 216.50' - 6' MCP OR PVC MAN! -IOLC Nn 3 PttZ 5Tf2 6-1 y^T 1 +86,� 5' STUB $ PLUG STA. 1 +90 WIN RO DSOR AD 14' WIPE A.C. DWY a STA. 0+00 SEWER — EXISTING WATER METIER TO bE RELOCATED 0 \ 10' SEWER EASEMENT PER DOC. NO. 79-1071 Q v1 DATE 5 -14 -79 600K 1979 OF O R. F- L 50' PROPOSEP PARCEL 1 PROPOSED PARCEL Z H PROPOSED PARCEL 3 FCATt -iLIZ I(YTp tX13TIC1G ZS I �> ,s� 5 �(� I ■ AC, PERM h R PAVEMENT 7t p A.C. DRIVEWAY PtR STD. DWG. 05-7 EXISTING 8" WATER MAIN + C I STA 1 +21 14' WIPE A.C. DWY PLAN Q Q 3 O IE- XI ST/NG MAILBOX - TO bE RELoCATED SCALE: 1" - 2o' h N SCALE 1 " =20' tXISTING POWER POLE ZG4.40 STA 1 + 05 Q TO be RELOCATED TRANSITION TO EX15T. PAVEMENT GRADE w 41 rd�q 1 TO VIZOVIOE SM00•T DRIVEWAY CRossING PRIVATE CONTRACT �- Pat t— STA. Cf +90 _ _ _ f SHEET -- COUNTY OF SAN DIEGO Z 1 Q Z/ I L STRLKrT EXISTING A.C. DRIVEWAY L DEPARTMENT OF TRANSPORTATION SHEETS J r RECON TO MATCH NEW PAVING - C tXIST1PIG PLAMS FOR THE IMPROVEMENT OF PAVE MENT / PEPSMSSE79 BERM FOR ORIVEWAY �( WO STA. 0+83 -E WINDSOR ROAD U ND BERM 6 - GGl1Y RK COUNTY APPROVED CHANGES BENCH MARK FOR TPM 14094 ," n I No. Deurlpoon Approved by Dale — _ - -- PR r 30' -- _ - ----- - -- - -- - TOP OF SAN DIEGO COUNTY STANDARDS - nd -- - -- Q DESCRIPTION __ _ Recommended to approver'. � App. o.ecy l EXISTING AAANf-IOLE N O. 1 BRASS DISC 3TAMPCD ROC 181 ° �� F _{� a MAY �9�� FY 1. E. 252.84 r LOCATION:_ NW _ CORNER SANTA I t DRIV A ND NAIZOO _ �- SUBDIVISION ENGINEER DIRECTOR OF TRANSPORTATION MICROFILMED Enginee QCd4D - -- -- __ r T W z r of work: Checked by l RECORD FROM S N DIEG C VERTICAL CONTROL PATIIM 1 _ TPM Z Z Approval ( d � ate. 1 ELEVATION:- XJ 7.'SS_ .___DATUM: U.S. G.S. GARY . MIZO R. C E. 24. �� g_1 �� �. �. '�Q 9a j Z 2 W f1 BUCK, M4CARTY 40 ASSOCIATtS W.O. 1 205 FILE N0. 1205 a