Loading...
HomeMy WebLinkAboutSUP 2020-0001; VISTA-CARLSBAD INTERCEPTOR 1; Planning Commission_·":':; GENERAL NOTES: /. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE PROJECT SPfrJFICA T/ONS, THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCT/ON {"GREENBOOK"), ANY SUPPLEMENTS, AND THE SAN DIEGO REGIONAL SUPPLEMENT TO THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, AS LAST AMENDED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCA T/ON AND PROTECTION OF ALL UTILITIES. FOR LOCA T/ON OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL: UNDERGROUND SERVICE ALERT (EMERGENCY) PRESS 8/ I SAN DIEGO GAS & ELECTRIC (EMERGENCY) 800-417-7343 AT&T (ENGINEERING DEPT} PRESS 671 VISTA /RR/GA T/ON DISTRICT 760-597-3116 (EMERGENCY) 760-597-~3131 VISTA /RR/GA TION DISTRICT COX COMMUN/CATIONS (EMERGENCY) 760-599·-6063 TIME WARNER CABLE (EMERGENCY) 760-438-7741 CITY OF VISTA (MAIN NUMBER) 760-726-7340 CITY OF VISTA (ENGINEER/NG DEPT.) 760-639-6/11 CITY OF OCEANSIDE (ENGINEERING DEPT.) 760-435-4373 CITY OF VISTA AFTER HOURS EMERGENCY DISPATCH FOR SEWER SPILLS OR STORM DRAIN CON TAM/NATION: CALL NOVA COMMUNICATIONS@ 760-825-3135 (IDEN77FY "CITY OF VISTA") [BACK-UP PHONE: SOLU-CENTER @ 877-804-7088] 3. A CONSTRUCTION PERMIT IS REQUIRED FOR ALL CONTRACTORS PERFORMING ANY OF THE WORK SHOW/v ON THIS PLAN. THE PERMIT CAN BE OBTAINED AT THE CITY OF VISTA DEVELOPMENT CENTER, 200 CIVIC CENTER DRIVE, VISTA, CA A PERMIT WILL BE ISSUED ONLY TO THE CONTRACTOR WHO IS TO PERFORM THE WORK. THE CONTRACTOR SHALL GIVE NOTICE TO THE CITY OF VISTA ENGINEERING INSPECTION D[PARTMENT FOR A PRE-CONSTRUCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING WORi( PHONE: 760-639-6113. ALL WORK IS SUBJECT TO INSPECTION BY THE CITY. 4. NEITHER THE AGENCY NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULA T/ONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLU[)JNG SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE, AND FEDERAL SAFETY AND HEAL TH STANDARDS, ANO REGULATIONS. 5. CONTRACTOR SHALL POT HOLE, MAKE EXPLORATION EXCAVATIONS AND LOCATE EXIST/NG UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT CHANGES TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF THE ACTUAL LOCATION OF EXISTING FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL Fl/';LO CONDITIONS PRIOR TO STARTING CONSTRUCTION. 6. BEFORE EXCAVATING FOR THIS CONTRACT, CONTRACTOR SHALL VERIFY LOCA T/ON OF UNDERGROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY CONDUITS OR STRUCTURES SHOWN ON THESE PLANS HA VE BEEN OBTAINED FROM AVAILABLE RECORDS ONL y AND MANY NOT REFL[CT ALL EXISTING UTILITIES. 7. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THi[ UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOW/v ON THESi; PLANS. 8. CONTRACTOR SHALL REMOVE ALL EXISTING IMPROVEMENTS IN CONFLICT 'MTH THE PR,)POSEO IMPROVEMENTS OR PROTECT EXISTING IMPROVEMENTS AS IND/CA TED ON PLANS. CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED IMPROVEMENTS WHICH WERE SHOWN TO BE PROTECTED IN PLACE. 9. 10. i1. 12. 13. ALL ORY UTILITIES (GAS, ELECTRICAL AND TELECOMMUNICATIONS) 'MLL BE RELOCATED OR MODIFIED BY THE RESPECTIVE UTILITY OWNER OR THEIR REPRESENTATIVE. ALL WATER ANO SEWER FACILITY WORK SHALL BE DONE IN ACCORDANCE WITH THE RESPECTIVE DISTRICT STANDARDS AND SPECIFICATIONS AND BE APPROVED BY THEIR INSPECTORS. EXISTING UTILITIES NOT RELOCATED BY OWNER SHALL BE RELOCATED BY THE CONTRACTOR TO INSTALL PROPOSED IMPROVEMENTS. DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WATERED TO REDUCE FUGITIVE ousr. THE CONTRACTOR SHALL GIVE REASONABLE TIME OF NOT/FICA TION TO OCCUPANTS OR OWNERS OF PROPERTY ADJACENT TO PROJECT TO PERMIT THEM TO SALVAGE OR RELOCATE EXISTING IMPROv[MENTS WITHIN THE RIGHT-OF-WAY OR ON PRIVATE PROPERTY WHICH WILL BE ~FFECT[D BY THE WORK. 14. CONTRACTOR SHALL REMOVE/ REPLACE/RELOCATE ANY LANDSCAPING/ HARDSCAPE WHICH CONFLICTS IN ANY WA y WITH THE !NSTALLA TION OR PROPER FUNCTIONING OF THE PROPOSED IMPROVEMENTS. 15. CONTRACTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACILITIES TO GRADE. 76. LOCA T/ON AND ELEVA T/ON OF IMPROVEMENTS TO BE MET BY PROPOSED WORK SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 77. "AS-BUILT" DRAWING(S) SHALL BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEERING INSPECTOR AS PART OF A PROGRESS PAYMENT REQUEST AND PRIOR TO THE ACCEPT"ANCE OF THE IMPROVEMENTS BY THE CITY ENGINEER. 18. THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHT-OF-WAY IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCT/ON DEBRIS SHALL BE PROMPTLY REMOVED FROM THE PUBLICLY OW/v[D PROPERTY DURING CONSTRUCTION ANO UPON COMPLETION OF THE PROJECT. ALL ADJACENT PROPERTY, PR/VA TE OR PUBLIC SHALL BE MA/NTAINE:O IN A CLEAN, SAFE ANO USABLE CONDITION. 19. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR IF REQUIRED BY THE CITY ENGINEER TO PROTECT, THE PUBLIC. 20. ALL CONSTRUCT/ON SHALL BE AS SHOWN ON THESE PLANS, ANY DEV/A TION OR REVISIONS SHALL HA VE THE PRIOR WRITTEN APPROVAL OF THE CITY ENGINEER. 21. IN THE EVENT THAT ANY UNFORESEEN CONDITIONS NOT COVERED BY THESE PLANS ARE ENCOUNTERED DURING CONSTRUCT/ON, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF WORK FOR DIRECTION. BENCHMARK THE BASIS OF COORDINATES IS THE CITY OF VISTA SURVEY CONTROL STATION 2051 (FD 3" DIA. BRASS DISC IN STANDARD STREET WELL MONUMENT, STAMPED '.'RCE 15237''), AS SHOWN ON RECORD OF SURVEY NO. 14023 (CCS83, ZONE 6, U.S. SURVEY FEET). N. 2,018,672.739 E. 6,250,232.093 UNDERGROUND SERVICE ALERT SECTION 4216 & 4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT /DENT/FICA T/ON NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT 1.0. NUMBER CALL UNDERGROUND SERVICE ALERT AT 811 TWO (2) WORKING DAY BEFORE YOU DIG. WEB ADDRESS: www.digalert.org or www.ca/1811.com Plotted -3/10/2027 9: 20: 34 AM :: Saved -1/14/2021 11: 24: 32 AM . · C: \pwworking\west0I \di 930026\G-01.dwg :: DCELAYA CAPITAL IMPROVEMENT PROJECT PLANS FOR VISTA-CARLSBAD INTERCEPTOR 0 F (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT (CIP NO. 8258) JECT STA TE HIGH WA y 78 ■ 0 -- ~--- ---- TE HIGHWA sTA y 78 VC1 KEY MAP KEY MAP LEGEND HORIZONTAL SCALE: 1" = 300' DESCRIPTION SYMBOL SHEET NUMBER ................ (jf) PROJECT SPECIF/CATIONS NOTE REFER TO THE APPROVED PROJECT SPECIF/CATIONS OF THIS CAPITAL IMPROVEMENT PROJECT FOR MORE DETAILED /NFORMA T/ON AND LISTING OF THE BID ITEMS. GEOTECHNICA& ENGINEER'S CERT/FICA TION WE HEREBY CERTIFY THAT WE HA VE PROVIDED PROFESSIONAL TESTING AND APPROVAL CONCERNING THE PREPARATION OF GROUND TO RECEIVE FILLS, TESTING FOR REQUIRED COMPACTION, STABILITY OF ALL FINISH SLOPES, DESIGN OF BUTTRESS FILLS WHERE REQUIRED, THE ADEQUACY OF THE NATURAL GROUND FOR RECEIVING FILL, THE STABILITY OF CUT SLOPES ~~TH RESPECT TO GEOLOGICAL MATTERS AND THE NEED FOR SUBDRAINS AND OTHER GROUNDWATER DRAINAGE DEVICES, AND THAT THESE PLANS ACCURATELY REFLECT ALL CONDITIONS AND CONSTRUCTION RECOMMENDATIONS PREPARED FOR THIS PROJECT: GEO TECHNICAL ENGINEER OF RECORD: __ G_A_.R_Y_R_. _G_OL_D_M_A~N,_P_E~, _G_E __ DATE: ____ _ ENGINEERING GEOLOGIST OF RECORD: ___ G_AR_Y_R._GO_L_DM-'-'A-'-N-'-, _P_E,'--'GE'----DAit: ____ _ BASIS OF BEARINGS ANO ELEVATIONS THE BASIS OF BEARINGS IS THE GRID BEARING BETWEEN CITY OF VISTA SURVEY CONTROL POINTS 2051 AND 2009, AS SHOWN ON RECORD OF SURI/EY NO. 14023. I.E NORTH 19'/9'37" WEST QUOTED BEARINGS FROM SAID REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN THE TERMS OF SAID SYSTEM MAPPING ANGLE AT POINT 2051 = -0'33'34.150" THE COMBINED SCALE FACTOR (CF) AT POINT 2051 = 0.999945252 (GRID DISTANCE = GROUND DISTANCE x COMBINED SCALE FACTOR) THE BASIS OF ELEVATIONS FOR THIS DRA'MNG IS THE CITY OF VISTA SURVEY CONTROL STAT/ON 2051 (FD 3" DIA. BRASS DISC IN STANDARD STREET WELL MONUMENT, STAMPED "RCE 15237''), AS SHOWN ON RECORD OF SURVEY NO. 14023, ELEV. = 350.08' (NGVD29) SURVEY MONUMENTA TION NOTE • ·--; CONTRACTOR SHALL BE RESPONSIBLE FOR PROTEC77NG ANY SURVEY MONUMENTATION AND/OR BENCHMARKS. ANY SUCH MONUMENTA TION WHICH IS DISTURBED OR DESTROYED ii;y CONSTRUCTION THAT HAS BEEN IDENTIFIED TO BE PROTECTED IN PLACE, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTA TION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A RECORD OR SURVEY OR CORNER RECORD, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. TOPOGRAPHY SOURCE TOPOGRAPHY SOURCE FOR THIS PROJECT WAS PERFORMED BY SAN DIEGU!TO ENGINEERING, !NC, AND CONDUCTED ffey AERIAL AND FJELD SURVEY PERFORMED BETHEEN THE DATES OF 3/7/19 AND 4/19/19. STORM WATER NOTE THE TOTAL AREA OF LAND 0/STURBAN_CE = 5.38 ACRES IMPERVIOUS AREA INCREASE= 0 SQUARE FEET EROSION CONTROL NOTE SEE PROJECT SPECIFICATIONS FOR EROSION CONTROL REQUIREMENTS. BID ITEM NOTE (READ BEFORF SUBMITTING BID) THE BIDS FOR THE WORK ARE INTENDED TO ESTABLISH A TOTAL COST FOR THE WORK IN ITS ENTIRETY. THE CONTRACTOR SHALL STA TE THE UNIT PRICES OR THE SPECIFIC SUMS, AS Ti-IE CASE MAY BE, FOR WHICH HE PROPOSES TO SUPPLY THE LABOR, MATERIALS, SUPPLIES AND EQUIPMENT AND PERFORM THE WORK REQUIRED BY THE PLANS AND/OR THE PROJECT SPECIFICATIONS. CERTAIN PERMIT REQUIREMENTS, GENERAL PROVISIONS AND SUPPLEMENTARY GENERAL PROVISIONS, AND OTHER WORK REQUIRED IN THE CONTRACT DOCUMENTS MAY NOT BE LISTED IN THE BIO SCHEDULE ARE, IN GENERAL APPLICABLE TO MORE THAN ONE LISTED BID ITEM. OTHER REQUIRED WORK MAY NOT BE LISTED AS A SEPARATE WORK ITEM IN THE BID SCHEDULE. THE CONTRACTOR SHALL INCLUDE THE COST OF WORK NOT LISTED IN THE BID SCHEDULE BUT NECESSARY TO COMPLETE THE PROJECT DESIGNATED IN THE PLANS AND/OR THE PRO,JECT SPECIFICATIONS IN THE VARIOUS LISTED WORK ITEMS OF THE BID SCHEDULE. SHOULD THE CONTRACTOR DETERMINES THAT THE COST FOR THE WORK HAS NOT BEEN ESTABLISHED BY SPECIFIC ITEMS IN THE BID SCHEDULE, THE CONTRACTOR SHALL INCLUDE THE COST FOR THAT WORK IN THE RELATED BID ITEM SO THAT THE CONSTRUCT/ON COST FOR THE PROJECT REFLECTS THE TOTAL COST FOR THE COMPLETING THE WORK IN ITS ENTIRETY NOTE: QUANTITIES SHOWN IN THE SPECIFICATION ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING BID QUANTITIES PER PLAN. ., ------"---- SHEET INDEX 1. G-01 2. G-02 3. G-03 4. V-01 5. C-01 6. C-02 7. C-03 8. C-04 9. C-05 10. C-06 11. C-07 12. C-08 13. C-09 14. C-10 15. C-11 16. C-12 17. C-13 18. L-01 19. L-02 20. L-03 COVER ABBREV/A TIONS AND SYMBOLOGY GENERAL NOTES EXISTING CONDITIONS / SURVEY WORK UM/TS / CONSTRUCTION STAGING WORK AREA LIMI_TS BOUNDARY POINT TABLES ACCESS ROAD 1, STA. 1+00 -11+00 ACCESS ROAD 1, STA. 11+00 -21+00 ACCESS ROAD 1, STA. 21+00 -27+02.75 AND ACCESS ROAD 3 ACCESS ROAD 2, STA. 1+00 -8+00 ACCESS ROAD 2, STA. 8+00 -14+88.25 ENLARGED SITE PLAN I ENLARGED SITE PLAN II ENLARGED SITE PLAN Ill ENLARGED SITE PLAN IV DETAILS I DETAILS II KEY MAP AND PLANTING NOTES ACCESS ROAD I PLANTING PLAN STA. 1+00 -71+00 ACCESS ROAD I PLANTING PLAN STA 11+00 -21+00 ' ----·-·--------·--. 21. 22. L-04 L-05 ACCESS ROAD 1 PLANTING PLAN STA 21+00 -27+02.75 AND ACCESS ROAD 3 ACCESS ROAD 2 PLANTING PLAN STA 1+00 -8+00 23. L-06 ACCESS ROAD 2 PLANTING PLAN STA 8+00 -14+88.25 24. L-07 PLANTING DETAILS STANDARDS THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LA TEST EDITION OF THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON UNLESS OTHER'MSE NOTED BELOW, AS DIRECTED BY THE CITY ENGINEER: I. CITY OF VISTA DEVELOPMENT CODE 2. CITY OF VISTA STANDARD DRA'MNGS AND/OR TRAFFIC SIGNAL MANUAL 3. THIS SET OF PLANS 4. THE STANDARD SPECIF/CA T/ONS FOR 2012 PUBLIC WORKS CONSTRUCT/ON ("GREENBOOK''), CITY OF VISTA TECHNICAL PROVISIONS, AND THE SAN DIEGO REGIONAL SUPPLEMENT 5. THE SAN DIEGO REGIONAL STANDARD DRA'MNGS (SDRSD) (OR AS MAYBE MODIFIED BY THE CITY OF VISTA STANDARD DRAWINGS) 6. THE V/D STANDARDS AND SPEC/FICA TIONS FOR WATER 7. WATER AGENCIES STANDARDS (WAS) 8. STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIF/CATIONS 9. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 10. CASQA MUNICIPAL BMP STANDARDS • z 0 -1-u ::J er: 1- (f) z 0 u er: 0 LL l-o z • >-_J z 0 z <( _J a. >-C/T\' 0~ Ci•.RLS8.1~D j ' Pl__,.:\\\ ·\:G CVi'ViiVliSSiOt\J ;_:>,·: ·-:-,re ~j__. __ l STORM WATER ENGINEER'S STATEMENT I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT CITY OF VISTA STANDARDS. I AGREE THAT THE WORK PERFORMED BY ME COMPLIES WITH GENERALLY ACCEPTED STANDARDS AND PRACTICES OF MY TRADE OR PROFESSION. I FURTHER AGREE THAT THE WORK PERFORMED HEREIN IS IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE C/7Y OF VISTA. I AGREE THAT PLAN CHECK OR REVIEW OF PROJECT DRAWINGS AND SPECIF/CA T/ONS BY THE CITY OF VISTA, IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY ME, IS CONFINED TO A REVIEW ONLY AND IS NOT A DCTERMINA TJON BY THE CITY OF VISTA OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THEREFORE DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. .-----1 rV' G-01 u.. I I ---,---·-> -.JJ , --! "Clbiti~o.: rt° ~ JA.} , J •/9 t 2--/ .-::.-. ~-.• ...:..~,,:::;,::.._ --~-----:--.j HIGH PRIORITY INSPECTION WDID NO. "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPEC <OR DATE CITY OF VISTA SANITATION DEPARTMENT o---t--------------+----+---+-----+----< BASIN: NO. DESCRIPTION CITY DATE VID DATE APPROVED DATE APPROVED CHANGES JAVIER A. YESCAS C71481 12-31-21 ENGINEER OF WORK RCE EXP.UC.DATE DATE CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT COVER (C.I.P. NO. 8258) APPROVED f HEET 1 OF 241 ELMER ALEX 67098 09/30/22 L-__ c1_1Y_E_NG_IN_E_E_R ____ P._E_. __ E_X_P_IR_Es __ D_A_TE~ lo WG-04621 I PREPARED BY: DATE: LD/9-065 GIP NO. 8258 <( z 0 -1-w er: u Cf) -0 GENERAL SYMBOLOGY ARROW INDICATES DIRECTION OF PLAN NORTH N NORTH ARROW PLAN 1/4" = 1'-0" PLAN TITLE ARROW INDICATES DIRECTION OF SECTION CUT-------- SECTION LETTER XXX r---SHEET WHERE SECTION IS LOCATED FULL BUILDING SECTION CUT MARKER SECTION LETTER FLAG INDICATES DIRECTION ,.._"'--........ o_F_s_E_cT_I ON cu T =:::::::. ..,.__ __ SHEET WHERE SECTION .....___,, IS LOCATED SECTION CUT MARKER SECTION LETTER X SECTION XXX 3/8" = 1'-0" SHEET WHERE SECTION VIEW IS FIRST CUT * SECTION TITLE ~DETAIL NUMBER ~ SHEET WHERE DETAIL IS LOCATED * DETAIL MARKER FOR REFERENCING DETAILS INCLUDED IN DRAWING SET. < xxxxxx ) DETAIL MARKER FOR REFERENCING DETAILS BOUND IN SPECIFICATIONS OR SEPARATE VOLUME. DETAIL NUMBER DETAIL 1/4" = 1'-0" SHEET WHERE DETAIL IS LOCATED * DETAIL TITLE * EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-). 1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS. 2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE SAME SHEET THEY ARE CUT OR CALLED OUT ON. INTERIOR ~-7-ARROW INDICATES POINT OF VIEW ELEVATION NUMBER SHEET WHERE ELEVATION IS LOCATED * SINGLE ELEVATION OR PHOTO MARKER ELEVATION NUMBER X ...,. ----------ARROW INDICATES POINT -------OF VIEW ELEVATION X X )( MULTIPLE ELEVATION OR PHOTO MARKER ELEVATION IDENTIFICATION NUMBER ELEVATION 1'-0" SHEET WHERE POINT OF VIEW MARKER CAN BE FOUND* ELEVATION TITLE / TARGET ELEVATION ~ KEY NOTE DESIGNATION ~KEY NOTE NUMBER LEGEND [_ ---ss-----ss--- ---OH~ ----Or.--- ---SD------SO--- ---------- # DESCRIPTION N= E= ELEV= EXISTING BUILDING PROPOSED AGGREGATE BASE ROAD PROPOSED ARTICULATED CONCRETE BLOCK EXISTING FENCE EXISTING CONTOUR EXISTING VEGETATION EXISTING SEWER LINE. EXISTING .OVERHEAD ELECTRIC LINE EXISTING STORM DRAIN LINE EXISTING WATER LINE FEMA FLOODPLAIN ZONE X FEMA ZONE AE FEMA ZONE AE FLOODWAY PROPERTY LINE/ ROW EXISTING POWER POLE EXISTING VEGETATION EXISTING ROCKS EXISTING CONTROL POINT EXISTING SIGN EXISTING DOWNGUY SURVEYED MARKERS Plotted -1/14/2021 11: 25: 27 AM : : Saved -1/14/2021 10: 21: 17 AM : : C: \pwworking\westo1\d1930026\G-02.dwg : : KGONZALE A.B A.C ACB ASPH AWWA BC BMP BO BW CATV CMP CNPT co CONC cov CSP DEMO OG DIP DWG E EC ELEV EP EX FEMA FG FIPT FL FLG FM FPT FS G HOPE HP 1.E IRR LP LT MEAND MOD MH M.J. MOC MPT MTBM NG NTS OG OH PCC PCCP PCR PNT pp PR PRC PSI PVC R RCP REF RT RW R/W s SCH SDR SDRSD SMH ss SSPWC ST STA STD DWG STL SWPPP SWR S/W TB TC TCE TD TEL THO T.I TYP UNC VCP VID VPC VPI VPT VWD w WV ABBREVIATIONS AGGRE\SA TE BASE ASPHALT CONCRETE ARTICULATED CONCRETE BLOCK ASPHALT AMERICAN WATER WORKS ASSOCIATION BEGINNING OF CURVE BEST MANAGEMENT PRACTICE BLOW OFF BACK OF WALL CABLE TELEVISION CORRUGATED METAL PIPE CONTROL POINT CURB OUTLET CONCRETE CITY Of VISTA CORRUGATED STEEL PIPE DEMOLITION DISINTEGRATED GRANITE DUCTILE IRON PIPE DRAWl~IG ELECTRICAL END OF-CURVE ELEVA fl ON EDGE OF PAVEMENT EXISTING FEDERAL EMERGENCY MANAGEMENT ASSOCIATION FINISHtD GRADE FEMALE IRON PIPE THREAD FLOW LINE FLANGE FORCE MAIN FEMALE PIPE THREAD FINISHtD SURFACE GAS HIGH Oi;NSITY POLYETHYLENE HIGH Pc31NT INVERT ELEVATION IRRIGATION LOW POINT LEFT MEAND[RING MAXIMUM DRY DENSITY MANHObE MECHNilCAL JOINT MIDDLE OF CURVE MALE PIPE THREAD MICRO TUNNEL BORING MACHINE NATURAL GRADE NOT TO SCALE ORIGINAL GROUND OVERHEAD WIRES POINT ON COMPOUND CURVE PRESTRESSED CONCRETE CYLINDER PIPE POINT ON CURB RETURN POINT POWER POLE PROPOSED POINT ON REVERSING CURVE POUNDS PER SQUARE INCH POLYVINYL CHLORIDE RADIUS REINFORCED CONCRETE PIPE REFERENCE RIGHT RECYCU'.D WATER ~~OF-WAY SCHEDULE STANDARD DIMENSION RATIO SAN DIEGO REGIONAL STANDARD DRAWINGS SEWER MANHOLE ST Al N LESS STEEL STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION STREET STATION STANDARD DRAWING STEEL STORM WATER POLLUTION PREVENTION PLAN SEWER SIDEWALK TOP OF BERM TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TOP OF DIKE TELECOMMUNICATIONS THREAD TRAFFIC INDEX TYPICAL UNIFIED NATIONAL THREAD COARSE VITRIFIED OLAY PIPE VISTA IRRIGATION DISTRICT VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY VALLEOITOS WATER DISTRICT WATER WATER VALVE NO. DESCRIPTION GRADING QUANTITIES 2,798 CY CUT 2,138 CY FILL 552 CY EXPORT CITY DATE APPROVED CHANGES VID DATE JAVIER A. YESCAS ENGINEER OF WORK 071481 ROE 12-31-21 EXP.LIO.DATE DATE • z 0 -l-o :::J ~ I- C/) z 0 u 0::: 0 LL l-o z • >-.....J z 0 z <( .....J a.. .--------1 >-G-02 rv .--------------------------1 LL CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ABBREVIATIONS AND SYMBOLOGY (C.I.P. NO. 8258) APPROVED 'SHEET 2 OF 241 ELMER ALEX 67098 09/30/22 ._ __ c_1TY_E_N_G1_N_EE_R ____ P_.E_. __ E_x_P_1R_Es __ o_A_TE .... I D WG-0 46 21 I PREPARED BY: DATE; · · LD/9-065 C/P NO. 8258 <( z 0 -1-w 0::: u Cl) -0 CITY OF VISTA GENERAL NOTES FOR GRADING PLANS 1. ALL GRADING IS TO BE DONE IN ACCORDANCE WITH THE CITY OF VISTA DEVELOPMfcNT CODE, CHAPTER 17, SECTION 17.56 AND THE SOILS REPORT PREPARED BY GARY R. GOLDMAN AT HOR. INC DA TED: APRIL, 2020 (SOILS ENGINEER) 2. THIS GRADING PLAN DOES NOT AUTHORIZE WORK TO COMMENCE PRIOR TO THE ISSlJANCE OF A GRADING PERMIT BY THE CITY OF VISTA. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. 4. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING THE FOLLOWING: UNDERGROUND SERVICE ALERT (800) 422-4133 UNDERGROUND SERVICE ALERT (SDG&E) (800) 227~2600 SAN DIEGO GAS & ELECTRIC (EMERGENCY) (800) 411~7343 PACIFIC BELL TELEPHONE CO. (EMERGENCY) 611 VISTA !RR/GA TION DISTRICT (ENG. DEPT) (760) 597-3116 VISTA !RR/GA T/ON DISTRICT (EMERGENCY) (760) 597-3131 COX CABLE (EMERGENCY) (760) 599-6063 ADELPHIA COMMUNICATIONS (EMERGENCY) (760) 438-7741 CITY OF 11STA (MAIN NUMBER) (760) 726-1340 *RANCHO FIRE DISPATCH (EMERGENCY) (858) 756-3006 (*THIS NUMBER IS FOR THE CITY OF VISTA (AFTER HOURS EMERGENCY DISPATCH FOR SEWER SPILLS OR STORM DRAIN CONTAMINA T!ON) 5. A PERMIT FROM THE DEVELOPMENT SERVICES DEPARTMENT WILL BE REQUIRED PRIOR TO ANY WORK WITHIN THE CITY OF VISTA RIGHT-OF-WAY. 6. NO BUILDING PERMITS WILL BE ISSUED AND NO BUILDING INSPECTIONS WILL BE MADE UNTIL ROUGH GRADING HAS BEEN APPROVED PER CITY OF VISTA. 7. ALL SLOPES SHALL BE PLANTED WITH A GROUND COVER AS APPROVED BY THE CITY OF VISTA PLANNING DEPARTMENT 8. THE FACE OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION PER CITY OF VISTA DEVELOPMENT CODE, CHAPTER 17, SECTION 56. 9. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL TO NATURAL GROUND ABUTTING CUT OR FILL SURFACES. 10. A PRELIMINARY SOILS REPORT SHALL BE SUBMITTED PRIOR TO GRADING APPROVAL. 11. A FINAL SOILS REPORT, WITH ORIGINAL SIGNATURE/SEAL OF SOILS ENGINEER, SHALl BE SUBMITTED IN DUPLICATE PRIOR TO ROUGH GRADING APPROVAL, AND MUST PROl1DE THE FOLLOWING /NFORMA T/ON: a. SOILS BEARING VALUE b. EXPANSIVE CHARACTERISTICS c. FOUNDATION RECOMMENDATION d. DISPOSITION OF LARGE ROCKS ENCROACH/NG ONTO THE FOUNDATION e. COMPACTION REPORT ON GRADED LOTS f. ELEVATION OF WATER TABLE IF ENCOUNTERED g. A PLAT SHOWING THE LOCATIONS OF TEST BORINGS AND/OR EXCAVATIONS 12. ALL ON-SITE AND PR/VA TE RESIDENTIAL DRIVEWAYS MUST HAVE A MINIMUM THICKNESS OF 4 INCHES CONCRETE OR 2 INCHES ASPHALT OVER 6 INCHES CLASS 3 BASE, AND MUST BE INSPECTED BY THE ENGINEERING DEPARTMENT 13. THE STRUCTURAL SECTION OF PARKING LOTS AND DRIVEWAYS ON ALL COMMERCIAL AND INDUSTRIAL COMPLEXES SHALL BE DESIGNED BASED ON ''R" VALUES OF SOILS AND ON A MINIMUM Tl. OF 4.5 IN PARKING STALLS AND A MINIMUM Tl. OF 6.0 IN THE DRIVE LANES. THE MINIMUM SECTION SHALL BE 3" A.G. ON 6" CLASS 2 BASE, OR MINIMUM 4" PCC ON NATIVE. STRUCTURAL S€;CTIONS DESIGN TO BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. ALL CURBS, GUTTERS AND SIDEWALKS MUST HA VE A MINIMUM OF 6" CLASS 3 BASE, OR AS RECOMMENDED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. 14. THE PERM!TTEE SHALL GIVE NOTICE TO THE CITY OF VISTA ENGINEERING INSPECTION DEPARTMENT FOR A PRE-CONSTRUCT/ON CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING THE WORK. ANY WORK DONE WITHOUT PROPER /NSP(CT/ON WILL BE SUBJECT TO REJECTION. PHONE (760) 639-6113 FOR INSPECTIONS. 15. A FENCE AT LEAST THREE AND ONE-HALF FEET (3--1/2'') IN HEIGHT SHALL BE CONSTRUCTED AT THE TOP OF ANY VERTICAL CUT OR RETAINING WALL EXCEEDING FOUR FEET (4') IN HEIGHT, OR AT THE TOP_ OF ANY CUT OR FILL EXCEEDING FIFTEEN FEET (15') IN HEIGHT. 16. EROSION CONTROL OF SLOPES-ALL SLOPES IN EXCESS OF 5 FEET IN VERTICAL HEIGHT SHALL BE COVERED BY STRAW MATS OR OTHER SUBJECT TO CITY OF VISTA APPROVAL. 17. "AS BUILT" DRAWINGS MUST BE SUBMITTED BY THE ENGINEER OF WORK AND APPROVED BY THE CITY ENGINEER PRIOR TO FINAL ACCEPTANCE OF WORK. CITY OF VISTA STORM WATER AND EROSION CONTROL NOTES 1. TOTAL AREA OF LAND DISTURBANCE = 5.38 ACRES. 2. THIS PROJECT IS SUBJECT TO ALL APPLICABLE GENERAL AND PROJECT SPECIFIC PROHIBITIONS AND REQUIREMENTS IN CHAPTERS 73.18, AND 17.56 OF THE VISTA MUNICIPAL CODE, AND THE CITY STORMWA TER STANDARDS MANUAL. 3. BMPS AT MANNED FACILITIES MUST BE INSPECTED BY THE EROSION CONTROL CONTRACTOR BEFORE AND FOLLOWING PREDICTED RAIN EVENTS. BMPS AT UNMANNED FACILITIES MUST BE INSPECTED BY THE DISCHARGER REGULARLY DURING THE RAINY SEASON AND PERIOD/CALLY BETWEEN EACH RAINY SEASON. THESE BMPS MUST BE MAINTAINED SO THAT THEY CONTINUE TO FUNCTION AS DESIGNED. BMPS WHICH FAIL MUST BE REPAIRED AS SOON AS IT IS SAFE TO DO SO. IF THE FAILURE OF A BMP IND/CA TES THAT THE BMPS IN USE ARE INAPPROPR/A TE OR /NADEQUA TE TO THE CIRCUMSTANCES, THE BMPS MUST BE MODIFIED OR UPGRADED TO PREVENT ANY FURTHER FAILURE IN THE SAME OR SIMILAR CIRCUMSTANCES. 4. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID DEVICES, THE LAND DEVELOPMENT ENGINEER MAY CAUSE EMERGENCY MAINTENANCE WORK TO BE DONE TO PROTECT ADJACENT PR/VA TE AND PUBLIC PROPERTY, THE COST (INCLUDING AN INITIAL MOB/LIZA TION AMOUNT) OF WHICH SHALL BE CHARGED TO THE OWNER. 5. SEDIMENTA T!ON BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE LAND DEVELOPMENT ENGINEER. 6. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE LAND DEVELOPMENT ENGINEER. 7. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON STARTING OPERATIONS, AND PERIOD/CALLY THEREAFTER AS DIRECTED BY THE INSPECTOR. ' 8. A 12 INCH HIGH BY 4-FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. CONCENTRATED WATER SHALL BE CARRIED NOT CLOSER THAN 10 FEET FROM THE TOP OF SLOPES. 9. STAND-BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERMITTEE, OR OWNER FOR EMERGENCY WORK DURING RAINSTORMS. 10. ALL UTILITY TRENCHES SHALL BE BACKFILLED WITHIN 24 HOURS AND MUST BE BACKFILLED BEFORE THE END OF THE WORK DAY IF A 40% CHANCE OF RAIN IS PREDICTED. 11. ALL BUILDING PADS SHALL BE SLOPED TOWARDS THE DRIVEWAY AND VELOCITY CHECK DAMS PROVIDED AT THE BASE OF ALL DRIVEWAYS DRAINING INTO THE STREET VELOCITY CHECK DAMS SHALL BE PROVIDED ACROSS THE OUTLETS OF ALL LOTS DRAINING INTO THE STREET 12. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS, PAVED OR UNPAVED, AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL-BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE LAND DEVELOPMENT ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CENTERLINE. EARTHEN DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. STREET GRADE LESS THAN 2% 2% TO 4% 4% TO 10% OVER 10% CHECK DAM INTERVAL AS REQUIRED 100 FEET 50 FEET 25 FEET 13. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE INTERVALS IND/CA TED BELOW UNLESS CHANNELS ARE LINED WITH TEMPORARY MATERIALS SUCH AS PLASTIC SHEETING. CHANNEL GRADE LESS THAN 3% 3% TO 6% OVER 6% CHECK DAM INTERVAL 100 FEET 50 FEET 25 FEET 14. A GRAVELBAG SILT BASIN, OR SILT TRAP, SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. Plotted 1/14/2021 11: 29: 06 AM : : Saved 1/14/2021 8: 53: 29 AM : : C: \pwworking\west01\d1930026\G 03.dwg .. KGONZALE CITY OF VISTA STORM WATER AND EROSION CONTROL Nt)TES (CONT) 15. A GUARD SHALL BE PosfED ON SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET 16. ALL REMOVABLE PROTECfiON DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROF!ABILITY FORECAST EXCEEDS 40% AFTER EA&H RAINSTORM EXCEEDING 1/4 INCH IN A 12 HOUR PERIOD, SILT AND DEBRIS SHALL BE REMOVED FROM CHtcK DAMS AND DESIL TING BASINS, AND BASINS SHALL BE PUMPED DRY. 17. EFFECTIVE PLANTING SHALL BE INSTALLED, FULLY GERMINATED, AND SHALL EFFECTIVELY COVER THE REQUIRED SLOPES PRIOR TO FINAL APPROVAL. THE PLANTING MIX SHALL BE APPROVED BY THE LAND DEVELOPMENT ENGINEER PRIOR TO INSTALLATION. SPRINKLER SYSTEMS ARE REQUIRED ON ALL SLOPES OVER FIVE FEET IN HEIGHT. TEMPORARY SPRINKLER SYSTEMS WILL BE REQUIRED ON ALL SLOPES UNTIL PLANTING IS ESTABLISHED, ANO MAY NOT BE REMOVED WITHOUT PRIOR APPROVAL OF THE LAND DEVELOPMENT ENGINEER. 18. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN IS IMMINENT A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 19. ANY PROPOSED AL TERNA TE EROSION CONTROL MEASURES ARE TO BE RECOMMENDED BY THE ENGINEER OF WORK, FOR APPROVAL BY THE LAND DEVELOPMENT ENGINEER, PRIOR TO INSTALLATION. 20. FROM OCTOBER 1ST THROUGH APRIL 30TH OF EACH YEAR, CHAPTER 17.56 REQUIRES THAT ALL DENUDED SLOPE FACES BE PROTECTtO FROM EROSION, AND THAT ALL SEDIMENT BE KEPT ON SITE. THE USE OF INDUSTRY STANDARD SLOPE PROTECTION AND SEDIMENT CONTROL METHODS ARE REQUIRED TO BE IN PLACE AND MAINTAINED 24 HOURS A DAY /7 DAYS A WEEK. 21. MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BE USED WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNER THAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAM/NA TED RUN-OFF FOR TREATMENT AND DISPOSAL. 22. THE OWNER DESIGNATED 24-HOUR TELEPHONE NUMBER AND THE NAME(S) OF THE PERSON(S) RESPONSIBLE FOR EMERGENCY WORK APPEARS BELOW AND SHALL AT ALL TIMES BE POSTED IN A CONSPICUOUS PLACE ONS/TE TO FACILITATE PUBLIC REPORTING OF PROBLEMS. (A TELEP//ONE ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE.) NAME 24 HR. PHONE 23. CONTRACTOR TO IMPLEMENT AND MAINTAIN ONSITE AT ALL TIMES A [STORM WATER MANAGEMENT PLAN (SWMP) OR STORM WATER POLLUTION PREVENTION PLAN (SWPPP )] IN CITY APPROVED FORMAT WHICH IS HEREBY INCORPORATED WITH THESE PLANS BY REFERENCE. SAID PLAN SHALL B[ KEPT CURRENT AND REFLECTIVE OF CURRENT SITE CONDITIONS. [For areas of disturbance over one acre add the fallowing certificate: (reference http://www.swrcb.ca.gov/stormwtr/construction.htm!) STA TE WATER RESOURCES CONTROL BOARD CERT/FICA TE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STA TE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99-08 DWQ. NPDES GENERAL PERMIT NO. CAS000002. WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTll1TY. IN ACCORDANCE WITH SAID PERM//, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE Df;VELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOi) WILL BE FILED WITH THE SWRCB. A COPY OF THE ACKNOWLEDGEMENT FROM THE SWRCB THAT A NOi HAS BEEN RECEIVED FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF VISTA WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED NOi FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILE[! WITH THE CITY OF VISTA WHEN RECEIVED. (WDID NO.) IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. GP-~ AND BY THE SWRCB ORDER NO. 99-08 OW(\ AND ANY SUBSEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL PROVISIONS AS SET FORTH IN SECTION C.7 OF THE SWRCB ORDER NO. 99-08 DW(I, OWNERS OF LAND S!GNA TURE OF LAND OWNER,DA TE CORPORA TE OFFICER, GENERAL PARTNER OR PROPRIETOR GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN F/ESPONS!!'!:_[ CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 2. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION .OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVA( 3. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER 'l~LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL !NSUF/ED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VI! OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TIN(; GUIDE. 4. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 5. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THF PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THF PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA T/ON PERMIT MUST BE SUBM/Ti[D TO THE INSPECTOR PRIOR TO EXCAVATION. 7. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCT/ON, OPERATIONS WILL CEASE !MMED!ATEL Y. AND THE PERMITTEE WILL NOTIFY THt CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 8. ALL OPERA T!ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 9. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 10. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 11. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 12. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 13. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. NO. DESCRIPTION CITY DATE VID DATE APPROVED CHANGES GRADING NOTES {CON7) 14. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A IJN/FORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 15. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (70) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. -- 16. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO ____ , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 17. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 18. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 19. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPR[SENTA TIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E AT&T SPECTRUM CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) 20. PERMIT COMPLIANCE REQUIREMENTS: 811 (800)411-7343 (619)237-2787 (800)227-2600 (619)262-1122 (760 )434-2980 *CITY OF CARLSBAD(SEWER, WATER & RECLAIMED *SAN DIEGUITO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLEC/TOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT *BUENA SAN/TA TION DISTRICT *AS APPROPRIATE WATER) (760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 x/330 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A C/11L ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD MUNICIPAL CODE: (7) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEER/NG DEPARTMENT). (2) AS-BUil T GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE FIEPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY THE CITY. (5) PERMANENT STRUCTURAL BMP !NSTALLA T/ON CERT/FICA TE. (6) PERMITTED WALL FINAL INSPECTION REPORT. 21. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 22. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ____________ AT ________ (PHONE NUMBER). 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE OSP SHALL REPORT BMP DEFICIENCIES TO Tri[ CITY INSP.ECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASUPES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO Al?EAS WHERE IMPOUNDED WATERS CREA TE A HAZAl?DOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SNALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM TrlE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. BMP SHEETS SC-1 7-11 SC-6 7 SD-1 7-11 SD-2 18-24 NOTES NO ILLICIT DISCHARGES INTO THE MS4 OUTDOOR STORAGE OF EQUIPMENT AND MATERIALS FOR STAGING ALL NATURAL DRAINAGE PATHWAYS ANO HYDROLOG/C FEATURES WERE MAINTAINED. EXISTING DRAINAGE PATTERNS WERE NOT ALTERED. • z 0 -1-u :::> 0::: I- C/) z 0 u 0::: 0 LL l-o z • >-_J z 0 z <( _J 0.. SD-3 7-11 THE PROJECT IS CONSERVING NATURAL AREAS, SOILS AND VEGETA T/ON. NO IMPERl10US AREA INTRODUCED INTO THE PROJECT .----1 >- 50-4 7-11 SD-6 10 SD-7 18-24 JAVIER A. YESCAS SOIL COMPACTION HAS BEEN MINIMIZED BY THE USE OF GRAVEL AND ACB ROADS, AND RE-VEGETATION. RUNOFF COLLECTION IN A DITCH NATIVE OR DROUGHT TOLERANT SPECIES WERE UTILIZED IN THIS PROJECT ENGINEER OF WORK C71481 RCE 12-31-21 EXP.UC.DATE DATE G-03 rv ......---------------'----! u.. CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT GENERAL NOTES APPROVED ELMER ALEX CITY ENGINEER PREPARED BY: (C.I.P. NO. 8258) 67098 P.E. JsHEET 3 OF 241 09/30/22 EXPIRES DATE I I DATE DWG-04621 LD/9-065 CIP NO. 8258 <( z 0 -1-w 0::: u Cl) -0 ' I ' I I FEMA FLOODPLAIN ZONE X 71 CNPT HVP77 N=2010450. 9097 E=6234345.547 3 ELEV=66 04 LEGEND , EXISTING BUILDING EXISTING FENCE EXISTING CONTOUR EXISTING VEGETATION ---ss-----ss---EXISTING SEWE? LINE ---OH-----OH--- ---SD-----SD--- # DESCRIPTION N= E= ELEV= EXISTING OVERHEAD ELECTRIC UNE EXISTING STORM DRAIN LINE EXISTING WATER LINE FEMA FLOODPLAIN ZONE X FEMA ZONE AE FEMA ZONE AE FLOODWAY PROPERTY LINE/ ROW EXISTING POWER POLE EXISTING VEGETATION EXISTING ROCKS EXISTING CONTROL POINT EXISTING SIGN EXISTING DOWNGUY SURVEYED MARKERS FEMA ZONE AE \ \ Plotted _ 4/12/2021 1: 02: 57 PM Soved -3/11/2021 11: 47: 22 AM : : C: \pwwo,k;ng\west01\d1 288132\V-01 .dwg ZONE AE FLOOD WAY APN 1670403900 STATE OF CALIFORNIA DEPT FISH & GAME OCELAYA 36" DIP SWR REF DWG 1981 REF DWG 446-7 STAT[ HIGHWAY 78 EXISTING 24" CMP DRAINAGE CULVERT 2 EXISTING 42" RCP DRAINAGE CULVERT FOUND PT85 7 7277 . N=2070990.5780 E=6235847.4383 ELEV=60.84 NO. PLAN SCALE: 1"='100' DESCRIPTION CITY APPROVED CHANGES DATE I 2" VCP SWR REF DWG 1981 REF DWG 446-7 CAL TRANS ROW/PROPERTY LINE I I FEMA FLOODPLAIN ----- ZONE X ---- VID DATE FEMA ZONE AE FLOODWAY ,, , ,, JAVIER A. YESCAS ENGINEER OF WORK N C71481 RCE EXISTING 24" CSP DRAINAGE CULVERT MANHOLE 27 (VC1035) 12-31-21 EXP.UC.DATE DATE N V-01 CITY of VISTA IMPROVEMENT PLANS FOR: 1) VISTA-CARLSBAD INTERCEPTOR (REACH LONG TERM ACCESS IMPROVEMENT PROJECT EXISTING CONDITIONS / SURVEY (C.I.P. NO. 8258) AA~PP~R~O~V~E~□'------------11 I r SHEET 4 OF 24 ELMER ALEX 67098 09/30/22 -I L_....:C:::!_ITY~E::.'.:N::::G~INccEE::;R'------'-P...:c.E_. __ Ex_P_IR_Es __ o_A_TE_ , D WG-046 21 DATE: PREPARED BY: LD/9-065 C!P NO. 8258 .....J ~ I--~ ca ::) Cl) '::§2. 0 0 0 T""" Plotted -1/14/2021 11:37:11 AM Soved -1/14/2021 8:54:08 AM WORK LIMITS/TCE, TYP 1 - APN 1670403900 STATE OF CALIFORNIA DEPT FISH & GAME I C: \pwworking\westOI \dl 930026\C-01.dwg : : KGONZALE STATE HIGHWAY 78 -- VISTA SEWER 58 APN 1670403900 STATE OF CALIFORNIA DEPT FISH & GAME L36 ------ NO. 129 121 ----,-_-,-::";.-_~::co•--.. _~ .. :;:::: , -~- PROPERTY LINE, TYP PLAN SCALE: 1 "= 1 00' 65 66 CONTRACTOR STAGING/ STOCKPILE AREA PLAN SCALE: 1"=100' DESCRIPTION --- CITY APPROVED CHANGES - --- DATE CAL TRANS ROW/PROPERTY LINE 45 WORK LIMITS/TCE, TYP OCEANSIDE SEWER ------ VID DATE JAVIER A YESCAS ENGINEER OF WORK N 78 C71481 RCE 106 48 12-31-21 EXP.UC.DATE ,,.., .. I - 50 -_,. ,;,_. N KEYNOTES 0 1. INSTALL ORANGE PLASTIC PROTECTION ZONE/SILT FENCING ALONG WORK LIMITS BOUNDARY NOTES: • z 0 -I- (.) ::> er: I- C/) z 0 () er: 0 LL l-o z • >-_J z 0 z :5 Cl. 1. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE WORK AREA LIMITS BOUNDARY. ---'>-2. SEE DWG C-02 FOR CONTROL POINTS. C-01 rv ..----------------.l...--J LL <( DATE CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT WORK LIMITS / CONSTRUCTION STAGING APPROVED ELMER ALEX CITY ENGINEER PREPARED BY: (C.I.P. NO. 8258) 67098 P.E. 09/30/22 EXPIRES DATE DATE: LD/9-065 lsHEET s OF24I I DWG-046211 GIP NO. 8258 z 0 -1-w er: (.) Cl) -0 ' WORK AREA LIMITS WORK AREA LIMITS BOUNDARY COORDINATES BOUNDAR\( COORDINATES POINT NO, NORTHING EASTING POINT NO, N§RTHING EASTING 1 2011052, 75 6234681, 10 70 2010312,06 6237983,52 2 2011054.47 6234704.46 71 20'! 0327.60 6237985.78 3 2010961.41 6234978.43 72 2010338.21 6237990.81 4 2010953.84 6234987.09 73 20·10388.60 6238041.42 5 2010939.64 6235031.38 74 2010383.95 6238045.87 6 2010848.13 6235145.64 75 20·10388.95 6238076.65 7 2010827.55 6235141.57 76 2010425.97 6238114.94 8 2010760.87 6235398.41 77 20! 0455. 71 6238165.71 9 2010822.53 6235412.28 78 2010522. 73 6238237.94 10 2010833.47 6235411.23 79 2010500.60 6238269.27 11 2010842.32 6235414.88 80 2010508.65 6238306.46 12 2010848.27 6235419.34 81 2010542.39 6238329.16 13 2010846.63 6235442.54 82 2010589.03 6238307.87 14 2010846.63 6235451.19 83 2010611.21 6238274.32 15 2010823.92 6235585.96 84 2010601.04 6238230.69 16 2010829.27 6235593.34 85 2010527.91 6238101.80 17 2010826.33 6235612.21 86 2010512.54 6238080.10 18 2010818.24 6235617.63 87 2010453.08 6237920.92 19 2010808.68 6235676.48 88 2010419.02 6237805.73 20 2010763.25 6235803.62 89 201 d422. 70 6237793.51 21 2010771.96 6235813.83 90 2010399.73 6237766.81 22 2010768.57 6235850.16 91 201 (]382.26 6237764.92 23 2010759.06 6235856.40 92 2010354. 76 6237733.35 24 2010751.16 6235890.41 93 2010340.76 6237698.17 25 2010753.64 6235900.86 94 2010270.94 6237617.10 26 2010744.14 6235909.77 95 2010338.16 6237453.11 27 2010736.79 6235932.57 96 2010373.00 6237390.22 28 2010724.74 6235934.73 97 2010467.14 6237221.73 29 2010725.52 6235965.86 98 2010439.06 6237206.25 30 2010747.71 6235966.83 99 201 D325.46 6237075.28 31 2010738.15 6236121. 72 100 2010339.84 6237042.41 32 2010718.93 6236167.72 101 2010381.65 6237010.12 33 2010693.94 6236269.43 102 2010453.04 6236945.77 34 2010665.49 6236338.10 103 2010528.01 6236851.14 35 2010670.46 6236348.58 104 2010591.78 6236855.07 36 2010667.65 6236355.45 105 2010679.55 6235744.32 37 2010657. 70 6236358.53 106 2010684.31 6236713.92 38 2010634.36 6236413. 75 107 2010656.18 6236708.57 39 2010611.47 6236422.64 108 2010629.99 6236735.19 40 2010604.69 6236440.10 109 2010575.64 623668"-.59 41 2010615.24 6236"-61.62 11 0 2010580.37 6236654.40 42 2010570.04 6235572.35 111 2010599.34 6236652. 76 43 2010556.97 6236589.41 112 2010603.11 6236641.64 44 2010531.28 6236612.63 113 2010590.51 6236623.51 45 2010530.47 6236656.91 114 2010713.65 6236327.21 46 2010525.42 6236722.32 115 2010745.61 6236322.36 47 2010504.56 6236794.21 116 2010749.58 6236296.46 48 2010479.58 6236845.98 117 2010731.14 6236277. 71 49 2010408.93 6236938.14 118 2010734.36 6236204.57 50 2010369.32 6236980.54 119 2010743.26 6236177.29 51 2010346.61 6236998.33 120 2010762.94 6236116.48 52 2010318.67 6237024.23 121 2010780.92 6235932.63 53 2010258.37 6237109.05 122 2010798.90 6235903.56 54 2010271.86 6237117.40 123 2010788.92 6235873.23 55 2010264.65 6237131.83 124 2010791.87 6235864.56 56 2010240.63 6237217.61 125 2010810.36 6235860.93 57 2010198.46 6237300.86 126 2010811.40 6235848.52 58 2010175.20 6237349.38 127 2010794.97 6235840.38 59 2010161.33 6237397.49 128 2010790.08 6235829.11 60 2010155.73 6237441.80 129 2010792.53 6235815. 71 61 2010171.16 6237541.02 130 2010800.00 6235796.97 62 2010181.57 6237597.07 131 2010804.23 6235777.42 63 2010199.94 6237680.58 132 2010843.01 6235706.89 64 2010254.49 6237978.97 133 2010870. 70 6235540.15 65 2010249.67 6237986.65 134 2010878.87 6235506.65 66 2010249.04 6237996.15 135 2010876.81 6235455.22 67 2010256.81 6238005.07 136 2010868.55 6235444.62 68 2010266.23 6238002.27 137 2010868.50 6235435.40 69 2010275.95 6237991.50 138 2010882.00 6235409.11 Plotted 1 14 2021 I I 11:39:53 AM :: Saved ' .. .. 1/4/2021 8 55.32 AM .. C. \pwwock,ng\west01\d1930026\C 02.dwg .. KGONZALc ' WORK AREA LIMITS BOUNDARY COORDINATES POINT NO, NORTHING EASTING 139 2010903, 71 6235404,82 140 2010911.27 6235373.80 141 2010906.25 6235361.48 142 2010952.38 6235180.46 143 2010966.40 6235147. 77 144 2010979.52 6235094.20 145 2010978. 75 6235074.83 146 2011001 .82 6234982.40 147 2011014.32 6234957.51 148 2011018.55 6234942.53 149 2011025.45 6234918.10 150 2011050.12 6234830.72 151 2011085.90 6234703.93 152 2011083.31 6234680.97 153 2010282.36 6237115.49 154 2010274.00 6237131.36 155 2010268.60 6237147. 72 156 2010251.08 6237220.43 157 2010209.93 6237301.53 158 2010182.32 6237352.76 159 2010168.04 6237411.33 160 2010188.22 6237585.95 1 61 2010229.33 6237769.85 162 2010241.91 6237857.41 163 2010292.61 6237912.32 164 2010306.78 6237970.16 165 2010315.44 6237969.26 166 2010333.75 6237965.09 167 2010337.86 6237979.38 168 2010363.01 6237995.88 169 2010398.38 6238032.16 170 2010404.32 6238026.37 171 2010468.51 6238091.13 172 2010369.37 6237810.58 173 2010326.06 6237768.13 174 2010283.14 6237703.64 I 175 2010267.60 6237685.03 I i 176 2010226.79 6237645.72 ' 177 2010217.46 6237620.68 178 2010219.81 6237501 .41 179 2010270.07 6237495.92 180 2010331.84 6237353.40 1 81 2010362.32 6237302.14 182 2010409.92 6237249.20 183 2010413 03 6237237.25 184 2010409.39 6237232.77 185 2010304.68 6237125.80 ~~S10"4 ,j? ,1..HANMo <., IP 0-0. i:, :2 _;;;;; '{'-, z Cl"""-:;,,,-rn w --0,. ,.,.., m a: "' NO. C71481 * * NO. DESCRIPTION CITY DATE VID DATE "''0,, CIVIi-f<S'q- "op c~u.P i APPROVED CHANGES JAVIER A. YESCAS C71481 12-31-21 -- ENGINEER OF WORK RCE EXP.UC.DATE DATE C-02 I CITY of VISTA I IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1 ) LONG TERM ACCESS IMPROVEMENT PROJECT WORK AREA LIMITS BOUNDARY POINT TABLES (C.I.P. NO. 8258) APPROVED I SHEET OF 241 6 ELMER ALEX 67098 09/30,,122 C!TY ENGINEER P.E. EXPIRES DATE ID WG-046211 PREPARED BY: DATE: LD/9-065 CIP NO. 8258 • z 0 -l-o ::) 0::: I- C/) z 0 u 0::: 0 LL l-o z • >-_J z 0 z <( _J Q.. >-0:: <( z 0 -1-w 0::: u Cl) -0 70 60 50 40 ......::: 30 1+00 STA 1+01.48 EL 36.68 11 GATE •. st-,-... r0 N ,-... + 0 -----·t-1 -·-ct-·· st- ;:: _J C/1 w u u Q_ [l_ > > /EXISTING 36" SANITARY SEWER 2+00 3+00 3 FENCE LO OJ .<f ,-... n + ,-... u) co <( LD >--_J U1 w 0 U -----·------------·---·---·--· d.: -o::------~ LP STA = 3+23.74 LP EL = 40.07 • VP! STA= 3+73.74 VP! EL = 40.83 • K = 15.68 100.00' vc r0 '> > --- N CX) + ,-... ---------~ ··------·----. -----f-· tj- ()~" '\ C) .. ---· ~/ ___ ··-.. ·-·· ... 4+00 <( st-r _J C/1 w r r Q_ [l_ > > / / / / ,/EXISTING 1 MH 23 (VC1031) / SEE SHEET C-08 FOR ENLARGED SITE PLAN DIP SEIVER 3 ;----- / / 18" SANITARY SEWER 5+00 6+00 PROFILE HORIZ SCALE: 1''=40' VERT SCALE: 1 "=4' STATE HIGHWAY 78 CAL TRANS ROW/PROPERTY LINE HP STA = 6+ 78.27 HP EL = 60.81; VP! STA = 6+ 74.95 VPI EL = 64.63 K = 13.08 200.00' vc 7+00 PROPOSED LO a, "' ,-... n + N ,-... ,...: <C en r _J (/} w 0 LD CO + (D ro - <C LO r _J U1 w '\'.: . Un_ Un_ ~-> > STA 8+75.05- START ACB /: EXISTING 24" CORRUGATED HOPE PIPE ACB LIMITS 8+00 9+00 ~ Mri 24 (VC1032) 15' VISTA SEWER @. 1EASEMENT CENTERED ON 13 I EXISTING SEWER LINE, TYP SEE SHEET C-08 FOR ENLARGED SITE PLAN ' EXISTING 24" CMP ABANDONED LP STA = 9+69. 75 LP EL = 47.26 VP! STA = 9+ 75.00 VP! EL = 42.44 K = 16.20 250.00' VC EXISTING GROUND PROPOSED GROUND / ... / ... / ... / ... /. ... / . ... / ),'( 0 o m + st- ~ N <C LO r _J (/} w r r §:: 5 1-w w :c (/) STA 10+50 W END ACB W (/) 0 0 + 70 60 50 ---····------·····----C-------------l ~ 40 10+00 (/) w z __J :c ~ <( :ii: 30 11+00 ,-,,c~'c;<Coe -== _-:;:• --• •~:: : =-3 DIP SEWER PROPOSED 15' VISTA SEWER ACCESS ROAD EASEMENT 20' VISTA SEWER --. -_,.....,=·-..c,. ,.,_,, .• ,,,,,,.,1 ·· .. __ EASEMENT, TYP ____ .. ------·· -----------------~--------- _::3 ·, ., .· .... <c. -·;;_~.~--·-cc-"'"l=·•·· c;.::c:c::::-:c --~:;..,-_ ----C"'",--~ ,, :.-~ ----. ,_ ---~ ..•.. ll-,: 2+6b "-'---=-..., ._ .. _ . , °' --~ __ =· · ·.-, ··-··-· --------·u /--/<o -. . -jta> · -·--. · ·· ~Jt 1-1- \.... ·---· · · · · ··· . a.;---~-· /fEJ~ o .,..,...,,,_ ----~· ::.. .-.-'i 1 o+oo""-< ··--(/) w . 'f~~s~:~.;_=·· ·· ... ··~ ~·;~7 ••::~=;,;:.:~0~~~:~~~ -·.··,..... 4+00;~.::~:< _•-:=~:~=~+QQ> ~55-~ -5~~6+~.0°-~~~-~~._:~~~_:~~;-7+00_-_-=_~:'. _ "-"-_ .L,sa+6 I _;,,,5$;~~-~/ -~~~•~ t;;··· :8 ... SO;~,-~~~ ··'----. · , ·•~· •-__ ,,.-50==-" ·, . ·. --. ..,_,,,_ =:-:--57. 5.9 ·•--=.60 . -• 46.......-,-_ -~~GET~TION :E W _;v 3 ~:~IP-SE:VIE.R . ,~~ ---~--· .:.:_~., . ·• -,~-·~ · ." ,: 45. RE-GRADE EXISTIN~s°iRT -,"1.,,-r----.r;r/ ........ ___ ,,.,,..c·-.. ·_-_· 1 ·,. ~•· ··•····• ~ 1/X ,,.VEGETATl0N 5 ,( i' ;?l ·-=c··=--... ;~:::\}{~~~il~~ 1 :if~PT!it~~ DAY_LIG_fHLINE, TYP f ., ., ;' ·,-\~ L=15.84' ··-. •~ .. fr 1-• 5 VEGETATION -~ '"(ASTM D1557), 12" THICK a:: 0:: ~"~ ........ < . 0. <__ • ~~':>;'s:, ::: > _· S58;53'57"E, L=3.83' Q. rs-D+--~1 -0 c ~ ... ..___. " ·))6.-·"' ~ . ---[s .. c::':-.sLl---~RE-GRA□E Ex1sT1NG DIRT / ....... . ·<·.,·· -·c::.::_·----·c....... -. £EXISTING . -.. -. . ROAD 12 FT WIDE AS t _ . .-:';. --c,..."'":::__ -:=_:-·-ss-J _ -.;,_ _ _ OCEANSIDE SEWER EXISTING SEWER • "· "'<: :~~~ ~ _ • · __ :_:: ~-~'~•SHOWN. COMPACTED .• N8 7'19,05,;E, L=17_58, :'---• -.,,._4._ · ---= -ss-_ _ -_ -OCEANSIDE . -.. .._ -·'<:_ .. .. ._ .. -,• .. ~>-<c . .:: .... NATIVE SOIL TO 90% --~-~ -----:. ---,s--_ --.... -..., / .. -... .,, .. :·::::-:c... . ---(ASTM 01557), 12" THICK J •.,. _ a:: ---.. ---ss-__ --<c-~-•s, "-' . WORK LIMITS/TCE, TYP . ·----··---· ;:•./·' -·• BEGIN ACCESS ROA; 1 -15 Q ----,._ --..___ -~ :~ ----_,. -=-;s~ "-,-.,.•·· -i~ ... . -~~\< • .. / .... ···~•... ·· --· ---~6J6H G~~i:ING .... ·.,. s --~-i ~'.c:<:: '· ~ \PROPERT:Ll:E,--T-YP----~ 1 -_ ~- /. ~;<j_::·ry:· 5-FT HIGH -5 STA 9+ 75.00, 8.0' R ........ c-· ...... _ .... ., ... .. 8 CONTRACTOR STAGING ,a . ..-c,. .... . >'"•·• x ,:;:·-<_..... ·. -. STOCKPILE AREA ·· ·.-f r• --,~y~;-·,-' .. ,, . .,., -----,,-.;- ll) ACCESS ROAD 1 PLAN SCALE: 1''=40' NO. DESCRIPTION CITY DATE VID DATE JAVIER A. YESCAS C71481 12-31-21 APPROVED CHANGES ENGINEER OF WORK RCE EXP.UC.DATE Plotted -3/10/2021 10, 20, 46 AM • • Saved -1/15/2021 9• 06• 23 AM , · C• \pwwocklng\west07 \d1930026\C-03.dwg : • DCELAYA DATE KEYNOTES 0· NOT ALL KEY NOTES APPEAR ON EVERY SHEET. 1. CONSTRUCT AGGREGATE BASE ROAD PER DETAIL 5 ON SHEET C-13. 2% CROSS SLOPE IN DIRECTION INDICATED ON PLAN. GRADE PER PLAN. 2. RECONSTRUCT EXISTING SEWER MANHOLE RISER AND INSTALL LIGHTWEIGHT MANHOLE COVER PER CITY OF VISTA STD DWG SWR-33. 3. PROTECT IN PLACE. REPLACE IF DAMAGED DURING CONSTRUCTION. 4. CONSTRUCT SEWER ACCESS HAMMERHEAD ROAD TURN AROUND PER CITY OF VISTA STD DWG SWR-22, TYPE 1. 5. REMOVE AND DISPOSE OF EXISTING FEATURE WITHIN LIMITS OF CONSTRUCTION. 6. INSTALL DEPTH GAUGE PER DETAIL 4 ON SHEET C-12. 7. CONSTRUCT ARTICULATED CONCRETE BLOCK ROAD PER DETAILS ON SHEET C-12. 8. CONTRACTOR TO RETURN EXISTING ROADS AND AREAS USED FOR CONSTRUCTION ACCESS AND STAGING TO EXISTING CONDITIONS. SEE PLANTING PLANS. 9. CONSTRUCT RIP-RAP LINED DITCH PER DETAIL 6 ON SHEET C-13. 10. INSTALL 12-FT WIDE BARRICADE PER SAN DIEGO REGIONAL STD DWG M-09 11. INSTALL GATE AND SUFFICIENT FENCING TO INSTALL GATE PER DAN DIEGO REGIONAL STD DWG M-04 AND M-05. PROPOSED FENCING SHALL CONNECT TO EXISTING FENCING. 12. PROTECT IN PLACE WATERMAIN WITH STEEL TRENCH PLATES. 13. CONTRACTOR SHALL CONFIRM SEWER LINE LOCATION NOTES 1. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE WORK AREA LIMITS BOUNDARY. 2. PROTECT EXISTING VEGETATION IN PLACE, UNLESS NOTED TO BE REMOVED. N ~ ---•%, KEY MAP SCALE: NTS 40 0 40 80 • z 0 -l-o :::, 0:: I-- Cf) z 0 0 0:: 0 LL l-o z ■ >-.....J z 0 z <( .....J a.. ....-----t >------SCALE IN FEET C-03 rv .---------------........_-----1 LL CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS 11\FROVEMENT PROJECT ACCESS ROAD 1, STA. 1 +oo -11 +00 (C.I.P. NO. 8258) APPROVED lsHEET 7 OF 241 ELMER ALEX 67098 09/30/22 Cl1Y ENGINEER P.E. EXPIRES DATE I I '-P-R-EP-A-RE-□-B-Y,----------□A-T-E.----~ D WG-0 4621 LD/9-065 C/P NO. 8258 <( z 0 -1-w 0:: 0 Cf) -0 70 60 HP STA= 11+53.03 HP EL = 54.63 VPI STA = 11+50 VPI EL = 56.52 K = 6.59 100.00' vc '- '-..:· -....,~l :"-, <> I") '----, 0 ~ LP STA= '!3+22.71 LP EL = 47.56 VPI STA = ! 2+ 78.74 VPI EL = 47.35 K = 13.19 100.00· vc : 50 I ··--·-·· ---------•-------·~"' u 1-w 0.46% 'i ' -- w :c (J) w w (J) 0 0 + 40 ~ (J) w z .....J :c ~ <( ~ 30 11+00 ----- STA 12+ 75.42 START ACB 12+00 EXISTING 36" 13+00 STATE HIGHWAY 78 ----_ _,,.-'-·""':_ MH 25 (VC1033) . SEE SHEET C-08 FOR '. ENLARGED SITE PLAN Plotted -1/14/2021 1:24,12 PM Saved -1/14/2021 1,20,48 PM·· C:\pwworking\westo1\d1930026\C--04.dwg,: KGONZALE 14+00 ""'•': _,\._,\.✓----, LP STA = 18+67.46 LP EL = 49.97 VPI STA = 19+67.46 VPI EL = 50.42 K = 101.00 200.00' vc ~ ill 9 ~ ~ ~ ~ ill 70 ....... , .......... ···----· -. ·---· -----·-· ---··-·-· ......... ,,.~---· .. '......... .. ·-------------~~-.,,,.,, __ ,, ____ ...... "" _______ : ____ .,,,, _____ ,, ------·--·-·-··--,-~-";1;-{;;--.. ------------·-·----· ---·-····---.. --· ·-------------·--·-------------·-·-·-·-----~6c1i·----- m N c-.i 60 EXISTING GROUND ---·-----------~--~------~ ----··--··--··-• ... -----, -----/_,,,. --~----,-----~-" .,.._---------- ACB LIMITS 15+00 --_ :-0.44% EXISTING 24" CMP 16+00 PROFILE RE-GRADE EXISTING DIRT ROAD 12-FT WIDE AS SHOWN. COMPACTED NATIVE SOIL TO 90% (ASTM 01557), 12" ;, MATCH EXISTING ROAD GRADE THICK ACCESS ROAD 1 PLAN SCALE: 1 "=40' NO. PROPOSED GROUND STA 16+74.90 END ACB 17+00 DESCRIPTION 18+00 CITY DATE APPROVED CHANGES VID <r o;;:f-<( lf) ~ _J I-_J V)w cnw LJ u 1-1-Q_,. n_ Q_Q_ ,. > > > 19+00 20+00 lO 0 I u I-w w :c (J) w w (J) 0 o 50 + ~ N <( I- (J) w z .....J :c u I- <( ~ 40 30 21+00 DATE JAVIER A. YESCAS C71481 12-31-21 ENGINEER OF WORK RCE EXP.UC.DATE DATE KEYNOTES @· NOT ALL KEY NOTES APPEAR ON EVERY SHEET. 1. CONSTRUCT AGGREGATE BASE ROAD PER DETAIL 5 ON SHEET C-13. 2% CROSS SLOPE IN DIRECTION INDICATED ON PLAN. GRADE PER PLAN. 2. RECONSTRUCT EXISTING SEWER MANHOLE RISER AND INSTALL LIGHTWEIGHT MANHOLE COVER PER CITY OF VISTA STD DWG SWR-33. 3. PROTECT IN PLACE. REPLACE IF DAMAGED DURING CONSTRUCTION. 4. CONSTRUCT SEWER ACCESS HAMMERHEAD ROAD TURN AROUND PER CITY OF VISTA STD DWG SWR-22, TYPE 1. 5. REMOVE AND DISPOSE OF EXISTING FEATURE WITHIN LIMITS OF CONSTRUCTION. 6. INSTALL DEPTH GAUGE PER DETAIL 4 ON SHEET C-12. 7. CONSTRUCT ARTICULATED CONCRETE BLOCK ROAD PER DETAILS ON SHEET C-12. 8. CONTRACTOR TO RETURN EXISTING ROADS AND AREAS USED FOR CONSTRUCTION ACCESS AND STAGING TO EXISTING CONDITIONS. SEE PLANTING PLANS. 9. CONSTRUCT RIP-RAP LINED DITCH PER DETAIL 6 ON SHEET C-13. 10. INSTALL 12-FT WIDE BARRICADE PER SAN DIEGO REGIONAL STD DWG M-09 11. INSTALL GATE AND SUFFICIENT FENCING TO INSTALL GATE PER DAN DIEGO REGIONAL STD DWG M-04 AND M-05. PROPOSED FENCING SHALL CONNECT TO EXISTING FENCING. 12. PROTECT IN PLACE WATERMAIN WITH STEEL TRENCH PLATES. 13. CONTRACTOR SHALL CONFIRM SEWER LINE LOCATION NOTES 1. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE WORK AREA LIMITS BOUNDARY. 2. PROTECT EXISTING VEGETATION IN PLACE, UNLESS NOTED TO BE REMOVED. KEY MAP SCALE: NTS 40 0 40 80 SCALE IN FEET CITY of VISTA IMPROVEMENT PLANS FOR: C-04 VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ACCESS ROAD 1, STA. 11 +00 -21 +00 (C.I.P. NO. 8258) APPROVED ISHEET 8 OF 241 ELMER ALEX 67098 09/30/22 .__ __ c_1TY_E_N_G1_N_EE_R ____ P_.E_. __ 0 A_TEE_x,_P_1R_Es __ D_A_TE~ I O WG-046 21 I PREPARED BY, · · LD/9-065 GIP NO. 8258 ■ z 0 -I- () ::J 0::: I-- CJ) z 0 () 0::: 0 LL l-o z ■ >-_J z 0 z <( _J 0.. >-0::: <( z 0 -1--w 0::: () CJ) -0 80 70 -.;I- 0 I (.) I-w w I (J) w w (J) 0 60 0 + ..-N <( I- (J) w z A(2% ...J I (.) I- <( ::E 50 40 21+00 LO LO OJ <( OJ f---• (/) st LO PROPOSED 24" HOPE PIPE 22+00 PROPOSED @ 15' VISTA SEWER 13 EASEMENT CENTERED ON EXISTING SEWER LINE, TYP .. • CAL TRANS ROW/ .·· ... PROPERTY LINE HP STA = 23+38.79 HP EL = 60.69 VPI STA = 23+33.65 VP! EL = 62.74 K = 24.37 200.00' VC 23+00 ... -:: : 24" VCP SEWER 3 ..... --DEPTH UNKNOWN WORK LIMITS/TCE, TYP PROPERTY LINE, TYP S79'39'36"E, L=46.41' SEE SHEET C-11 FOR ENLARGED SITE PLAN PROPOSED GROUND 24+00 PROFILE HORIZ SCALE: 1''=40' VERT SCALE: 7 "=4' 25+00 LP STA = 25+67.55 LP EL = 54.98 VPI STA = 25+48.26 VPI EL = 54.39 K = 17.80 100.00' vc EXISTING 24" SANITARY Si;:WER ;• DEPTH UNKNOWN _/ CONTRACTOR TO POTHOLE EXISTING 15" SANITARY SEWER DEPTH UNKNOWN CONTRACTOR TO POTHOLE----' 26+00 ·. ~ J: 1 ----""' , _.·-s ~, ·--"--. ---------- STA 27+02.75 END ACB 27+00 Access E"Ro,40 2 '/IF+~-: CURB RETURN N 2010286.30 ·· . ' E 6237115.01 ., .6~:~=~ ~t~~tr?~!:..'~~ ::\:~:i~~*~'::.~~ ~:._:·j· ~:J-~ :.. ~ 27-t-=o-2~. 7--s -C\I + co C\I ____ _., 1-24" PVC PIPE l-a. --... ~----- I I \ I I \ I ACCESS ROAD 1 PLAN SCALE: 1 "=40' MANHOLE 3 \,58'15'52"E, L=81.14' 5-FT HIGH 6 STA 25+67.55, 8,0' R END ACCESS ROAD 1 MATCH EXISTING ROAD STA 27+02. 75 N 2010279. 926 E 6237111.066 NO. DESCRIPTION 80 70 60 50 40 28+00 CITY APPROVED CHANGES Plotted -3/10/2021 10: 34' 27 AM : : Saved -1/14/2021 2: 54· 53 PM : : C: \pwworkirg\westol \di 930026\C-05.dwg □CELAYA 90 80 70 60 50 DATE 1+00 HP STA 2+52.11 HP EL = 69.91 . .. ··--· .................. VP.l .S.TA..e .. ..2±02...lL ..... . N LO + <( f--- (f) 0 0.. > st N st co ...J w 0 0.. > VPI EL ;= 68.22 K = 21.91 100.00' vc r EXISTING GROUND _ .. _ ... _ ..... J~ . ........__ . ~ N LO + N <( f---(f) f--- 0.. > 01 01 co ...J w f--- 0.. > PROPOSED GROUND 2+00 01 OJ 01 ,-... LO + OJ N 0 <( ,-... f---...J (f) w PROFILE ACCESS ROAD 3 HORIZ SCALE: 1 "=40' VERT SCALE: 1"=4' / 90 80 --·-70 60 50 3+00 KEYNOTES 0 · NOT ALL KEY NOTES APPEAR ON EVERY SHEET. 1. CONSTRUCT AGGREGATE BASE ROAD PER DETAIL 5 ON SHEET C-13. 2% CROSS SLOPE IN DIRECTION INDICATED ON PLAN. GRADE PER PLAN. 2. RECONSTRUCT EXISTING SEWER MANHOLE RISER AND INSTALL LIGHTWEIGHT MANHOLE COVER PER CITY OF VISTA STD DWG SWR-33. 3. PROTECT IN PLACE. REPLACE IF DAMAGED DURING CONSTRUCTION. 4. CONSTRUCT SEWER ACCESS HAMMERHEAD. ROAD TURN AROUND PER CITY OF VISTA STD DWG SWR-22, TYPE 1. 5. REMOVE AND DISPOSE OF EXISTING FEATURE WITHIN LIMITS OF CONSTRUCTION . 6. INSTALL DEPTH GAUGE PER DETAIL 4 ON SHEET C-12. 7. CONSTRUCT ARTICULATED CONCRETE BLOCK ROAD PER DETAILS ON SHEET C-12. 8. CONTRACTOR TO RETURN EXISTING ROADS AND AREAS USED FOR CONSTRUCTION ACCESS AND STAGING TO EXISTING CONDITIONS. SEE PLANTING PLANS. 9. CONSTRUCT RIP-RAP LINED DITCH PER DETAIL 6 ON SHEET C-13. 10. INSTALL 12-FT WIDE BARRICADE PER SAN DIEGO REGIONAL STD DWG M-09 11. INSTALL GATE AND SUFFICIENT FENCING TO INSTALL GATE PER DAN DIEGO REGIONAL STD DWG M-04 AND M-05. PROPOSED FENCING SHALL CONNECT TO EXISTING FENCING . 12. PROTECT IN PLACE WATERMAIN WITH STEEL TRENCH PLATES. 13. CONTRACTOR SHALL CONFIRM SEWER LINE LOCATION NOTES 1. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE WORK AREA LIMITS BOUNDARY. 2. PROTECT EXISTING VEGETATION IN PLACE, UNLESS NOTED TO BE REMOVED. EXISTING 24" CSP DRAINAGE CULVERT 6 40 KEY MAP SCALE: NTS 0 40 80 • z 0 - z <( _J 0.. SCALE IN FEET ,------, >- C-05 rv ~-------------------; LL INTERSECTION N45'42'23"W, L=87.40' CITY of VISTA <( VID DATE ACCESS ROAD 3 STA 1+00 = ACCESS ROAD 1 STA 23+07.78 = N 2010520.462 E 6236803.314 , ACCESS ROAD 3 PLAN SCALE: 7"=40' ,1, D!io ;..:. 0 0, f:!d;:; ~ z. fa::'.; ~rn o::. NO. C71481 ;o * * C/V\\. JAVIER A. YESCAS ENGINEER OF WORK C71481 RCE 12-31-21 EXP.UC.DATE DATE IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ACCESS ROAD 1, STA. 21 +00 -27 +02. 75 AND ACCESS ROAD 3 (C.I.P. NO. 8258) ,.A-'-P-'-P-'-R_O_V_E-'-D------------------, r------------, lsHEET 9 OF 24 I ELMER ALEX 67098 09/30/22 CITY ENGINEER p E EXPIRES DATE I I ~----------·-·-D-AT-E: ____ DWG-04621 PREPARED BY: · . LD/9-065 C/P NO. 8258 z 0 -1-w 0:: t) Cl) -0 90 80 70 60 50 ----/ / '_,._ .. /- 1+00 / VPI STA 1 +07 .81 EL 5(:;.45 STA H-00 EL 56.26 '-"·' ----·-------~----------.--___ ,.,, __ " ... -·-•------.. ---·----··-----·--______ ,, _______ ,,__ --------____ ,.____ . --·-·----- -----.----.-•--~ ·-------~---------·-------------.,_' ----------------, ·--- ' 00 " 0 N + I') r--<{ r--1-. U1 N " PROPOSED GROUND I') I') CD sr I') + I') sr O') <{ " I-_J (/) w ---- HP STA = 4+96.60 HP EL a; 80.57 VPI STA =' 4+98.33 VPI EL "' 81.90 / K = '.9.39 100.00' vc A / ...... / ...... --------- ...... .,,---- / e--,--\_ _.-EXISTING GROUND ' -,,_ -----.. --------_____ ,, ___ ------,....s --·;--·' ------------""··----_____ , -·----- ------· .. ------· ' ------,, ____________________ ). I') I') CD sr sr + lf) O') <{ " I-_J (/) w I- -\---- EXISTING 36" SANITARY SEWER 2+00 . -\_ EXISTING MH28 3+00 4+00 PROFILE HORIZ SCALE: 1 "=40' VERT SCALE: 1''=4' MH 28 (VC1036) · SEE SHEET C-09 FOR , ENLARGED SITE PLAN ' --0') ,, '· PROPERTY LINC:, TYP 5+00 '559°11'21 "E, L=240.54' ·. LP STA = 6+76.65 LP EL = 73.46' VPI STA = 6+ 76,31 VPI EL = 72.10 K = 9.14 100.00' vc i -I') I') ,_,,, ----·--,_,,, --(0.,f----------------.. ----·-··--·-·"-"'""""""· .. ~-----~-" Nt.!l N.-+ 00 aj-00 to-.;t'. r-....~ " " _j ~ w {_n ci·' I- I)_ -> EXISTING MH29 -./- 6+00 7+00 /' - .• " 90 80 r--- 0 I u I- ,,.-<" w w ::c U') w / / w / U') 0 70 0 + (X) <( I- U') w z _.J ::c u I- <( ~ 60 50 8+00 N48'02'16"E, L=181.39' SD-6. CURB RETURN ·· N 2010318.58 E 6237090.17 . -,--:.,;,i_·c:;·:;vEG ---.--,.,_ . "<>---.... _-_•, \_. ';,:'- WORK LIMITS, TYP RIP-RAP LINED DITCH PER DETAIL 7/ C-13_ VEGETATION OF DITCH ' CURB RETURN N 2010318.19 E 6237112.16 · .• DAYLIGHT LINE, TYP ' WORK LIMITS/TCE, TYP ·, ,, '· ·,. -. -------- •• : -,-... ~____, ---••,-,.,.,--t"V • ACCESS ROAD 2 PLAN SCALE: 1"=40' N0.1 ---__ _, --· --__ ,.-------------__ , .. -- --. ----_,.---- --------·---. -- ~ - ... ' . ?!'-;'C-c: : -:.,;;.; s ~_:;;c: :;,....---~ ------- '• S67'39'37"E, L=141.89' -----·--- -:::,.:;_;.;:_;=~.::=:~~:::~:; ---;=.;:-;~-~:.::---;~~-----· -- -~--.·C----~~~s::-=:.~~~~-- ---c-----'-'C"C-··-•--• DESCRIPTION CITY DATE YID DATE APPROVED CHANGES Plotted -3/10/2021 m 17: 22 AM : : Sosed -3/10/2021 10: 16: 41 AM : : C: \pwworklng\westo1 \d1 930026\C-06.dwg : : DCELAYA JAVIER A. YESCAS ENGINEER OF WORK C71481 RCE 12-31-21 EXP.UC.DATE DATE KEYNOTES @· NOT ALL KEY NOTES APPEAR ON EVERY SHEET. 1. CONSTRUCT AGGREGATE BASE ROAD PER DETAIL 5 ON SHEET C-13. 2% CROSS SLOPE IN DIRECTION INDICATED ON PLAN. GRADE PER PLAN. 2. RECONSTRUCT EXISTING SEWER MANHOLE RISER AND INSTALL LIGHTWEIGHT MANHOLE COVER PER CITY OF VISTA STD DWG SWR-33. 3. PROTECT IN PLACE. REPLACE IF DAMAGED DURING CONSTRUCTION. 4. CONSTRUCT SEWER ACCESS HAMMERHEAD ROAD TURN AROUND PER CITY OF VISTA STD DWG SWR-22, TYPE 1. 5. REMOVE AND DISPOSE OF EXISTING FEATURE WITHIN LIMITS OF CONSTRUCTION. 6. INSTALL DEPTH GAUGE PER DETAIL 4 ON SHEET C-12. 7. CONSTRUCT ARTICULATED CONCRETE BLOCK ROAD PER DETAILS ON SHEET C-12. 8. CONTRACTOR TO RETURN EXISTING ROADS AND AREAS USED FOR CONSTRUCTION ACCESS AND STAGING TO EXISTING CONDITIONS. SEE PLANTING PLANS. 9. CONSTRUCT RIP-RAP LINED DITCH PER DETAIL 6 ON SHEET C-13. 10. INSTALL 12-FT WIDE BARRICADE PER SAN DIEGO REGIONAL STD DWG M-09 11. INSTALL GATE AND SUFFICIENT FENCING TO INSTALL GATE PER DAN DIEGO REGIONAL STD DWG M-04 AND M-05. PROPOSED FENCING SHALL CONNECT TO EXISTING FENCING. 12. PROTECT IN PLACE WATERMAIN WITH STEEL TRENCH PLATES. 13. CONTRACTOR SHALL CONFIRM SEWER LINE LOCATION NOTES 1. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE WORK AREA LIMITS BOUNDARY. 2. PROTECT EXISTING VEGETATION IN PLACE, UNLESS NOTED TO BE REMOVED. 6 KEY MAP SCALE: NTS N 40 o 40 80 • z 0 -I- (.) ::::> a::: I- C/) z 0 (.) a::: 0 LL l-o z • >-_J z 0 z <( _J 0... SCALE IN FEET ,------j >-C-06 n,, .---------------___....--; LL CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ACCESS ROAD 2, STA. 1+00 -8+00 (C.I.P. NO. 8258) i-A"-P""P-'--R~O_V~E=D _______________ __, r-----------, isHEET 10 OF 241 ELMER ALEX 67098 09/30/22 ~--c_1TY_E_NG_1_NE_E_R ____ P_.E_. __ DA_TEE_x: P_1_RE_s __ o_AT_E_ I O WC-04621 I PREPARED SY: · · LD/9-065 C/P NO. 8258 <( z 0 -1-w a::: (.) Cl) -0 110 CD 0 I 0 1-w w I (J) w 100 w .. -------····--····-···-(J) 90 80 78 0 0 + co <( 1-(J) w z ...J I ~ <( -. ~ 8+00 _,1/ 9+00 LP STA =0 12+49.74 LP EL ' 94.47 VPI STA 12+99.74 VPI EL -95.72 -·····------··---------fC = 18~1cr· 0 r--- 0 <D + (J) 0 ____ .. _ <( 0 ~r-..: ro [L _j >w ~ WA ~ER LINE CROSSING CONTRACTOR TO PROTECT AND PROVIDE CONTINUOUS WATER SUPPLY. PROVIDE TEMPORARY BY-PASS AND RECONSTRUCTION OF .. ---~--------· WATER LINE AS NEEDED 10+00 N50"31'44"E, L=195.95'. _ 11+00 MH 30 (VC1038) SEE SHEET C-10 FOR -- ENLARGED SITE PLAN PROPOSED GROUND PROFILE HORIZ $CALE: 1 "=40' VERT '.£CALE: 1 "= 4' 12+00 M CH EXISTING ----.--. -- DAD ELEVATION ±81.72 N 2010398.495 E 6238045.788 100.00' vc ..-r--- (J) ..- + ,..._ N ..- "' < ()) f-_j CJ) w u u [L [L > > 13+00 8 ---_:_, ... ----s=c=---=--- ..-r--- (J) ..- + N ,.,., r--- (J) < ()) f-_j CJ) w f-f- CL [L > > / I I / ---/-·-.--- 14+00 ~-=-;.---~~ 2.5: 1 · WORK LIMITS/TCE, ~ ·:-_ RE-GRADE EXISTING ---DIRT ROAD 12-FT WIDE PER SLOPES ON PLAN. · ·· --.,. · ~-:,.0 •···•• .• ,. ;--:. __ ""_COMPACTED NATIVE SOIL TO 90% (ASTM 01557), 12" THICK _____ .::i----------..• ACCESS ROAD 2 PLAN SCALE: 1''=40' NO. DESCRIPTION CITY DATE VID DATE APPROVED CHANGES Plotted -4/12/2021 1: 00: 59 PM : : Saved -4/12/2021 12: 48: 41 PM : · C: \pwwor~lng\westol \di 288132\C-07.dwg : : DCELAYA (J) N ro <D + ..- 110 100 90 _____ ,, __________ _ 80 78 15+00 END ACCESS ROAD 2 MATCH EXISTING GRADE --: STA 14+88.25 N 2010609.882 -E 6238269.693 -~----"-~-"~~---~,~: ~~:< --,,-~ ~--=--::;. __ -----~ :(_ ----__ ::::· <<-C _/_ •• _ .•• __ /C / • _,,,,,,, .. . MH 31 (VC1039) -SEE SHEET C-10 FOR ENLARGED SITE PLAN --------- -~ ----------- -_ --: _:,· ~----_-:_-_ ---~ - 88 ;: .:._ --.. .. -____ -· -· - --~-• ·-·-----· · 2.5: 1----· -. I I /i I,· : / / / I /-] JAVIER A. YESCAS C71481 12-31-21 ENGINEER OF WORK RCE EXP.UC.DATE DATE KEYNOTES 0 · NOT ALL KEY NOTES APPEAR ON EVERY SHEET. 1. CONSTRUCT AGGREGATE BASE ROAD PER DETAIL 5 ON SHEET C-13. 2% CROSS SLOPE IN DIRECTION INDICATED ON PLAN. GRADE PER PLAN. 2. RECONSTRUCT EXISTING SEWER MANHOLE RISER AND INSTALL LIGHTWEIGHT MANHOLE COVER PER CITY OF VISTA STD DWG SWR-33. 3. PROTECT IN PLACE. REPLACE IF DAMAGED DURING CONSTRUCTION. 4. CONSTRUCT SEWER ACCESS HAMMERHEAD ROAD TURN AROUND PER CITY OF VISTA STD DWG SWR-22, TYPE 1. 5. REMOVE AND DISPOSE OF EXISTING FEATURE WITHIN LIMITS OF CONSTRUCTION . 6. INSTALL DEPTH GAUGE PER DETAIL 4 ON SHEET C-12. 7. CONSTRUCT ARTICULATED CONCRETE BLOCK ROAD PER DETAILS ON SHEET C-12. 8. CONTRACTOR TO RETURN EXISTING ROADS AND AREAS USED FOR CONSTRUCTION ACCESS ANO STAGING TO EXISTING CONDITIONS. SEE PLANTING PLANS. 9. CONSTRUCT RIP-RAP LINED DITCH PER DETAIL 6 ON SHEET C-13. 10. INSTALL 12-FT WIDE BARRICADE PER SAN DIEGO REGIONAL STD DWG M-09 11. INSTALL GATE AND SUFFICIENT FENCING TO INSTALL GATE PER DAN DIEGO REGIONAL STD DWG M-04 AND M-05. PROPOSED FENCING SHALL CONNECT TO EXISTING FENCING. 12. PROTECT IN PLACE WATERMAIN WITH STEEL TRENCH PLATES. 13. CONTRACTOR SHALL CONFIRM SEWER LINE LOCATION NOTES 1. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE WORK AREA LIMITS BOUNDARY. 2. PROTECT EXISTING VEGETATION IN PLACE, UNLESS NOTED TO BE REMOVED. --- "'"" 1 KEY MAP SCALE: NTS 40 0 SCALE IN FEET 40 80 _J ~C--0___,7 ~ ~----------------, 1-CITY of VISTA - IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ACCESS ROAD 2, STA. 8+00 -14+88.25 (C.I.P. NO. 8258) APPROVED lsHEET 11 OF 24 I ELMER ALEX 67098 09/30/22 ,__ __ c1_TY_E_NG_1N_E_E_R ____ P_.E_. __ DA_TEE_x,P_1_RE_s __ o_AT_E~I DWG-04621 I PREPARED BY, · • LD/9-065 C!P NO. 8258 ~ co ::::> U) ?f. 0 0 "'t"""" --------------------------------------- I WORK LIMITS/TCE, TYP DAYLIGHT LINE, TYP ·-.. N 2011009.34 E 6234923.29 -. EL 40.99 -~--CAL TRANS ROW/PROPERTY LINE - . MH 23 (VC1031) EX RIM=44.10 PR RIM=46.10 -N 2011012.16 . E 6234930.29 EL 41.29 ---- ·-----...:.~ . '\;;-_,-·· 'x'' · "' "' ' N 2011007. 03 E 6234935.22 .. EL 41.35 ' ·---'::.,- J . 36" DIP SEWER -~ .,_ ___ , --:---,, ___ ,/ --...:...__ N 2011007.71 -- ·-. E 6234917.08 EL 40. 73 ----------- " ---- - EASEMENT LINE ". __ '•, N 2011001 .98 E 6234940.17 EL 41.64 ....__ ----- " CV ...: <o -..t MH 23 (VC1031) SCALE: 1 "=5' • 1l('""'~-::-:::----------Z.ALTR.ANS ROW/PROPERTY LINE N 2010808.82 E 6235854.46 EL 48.21 --:./---------------------~ M H 25 ( VC1 033) MANHOLE_ Mfl_ .R __ KER(;\_3 t\'.../'c.;EX RIM EL=49.38- : . ·----~ \ / PR RIM EL=57.38 ,r----+----1---~ DAYLIGHT LINE, TYP EASEMENT LINE ----------- --ss---- - ' --------~~ -:::::;-- ---- N 2010802. 95 E 623584 7.39 EL 48.14 N 2010787.66 E 6235830.89 EL 48.06 L -----. ·-- \ \ N 2010799.99 E 6235860.17 • --~~.:8.06 f_ 36" ~.:-------J ··-'· --------ss------- -- DIP SEWER -\-"--WORK LIMITS/TCE, TYP "' " I ! . ···-t·~-·---N 2010783.66 E 6235873. 71 EL 47. 75 I l-L L --.~L---___ -_: ----·-c--------_ ----c----.+--· 1· --.:: L..... -------------=----•; ----~ -- MH 25 (VC1033) SCALE: 1"=5' Plotted -3/10/2021 7,39,57 AM" Saved -3/10/2021 7,37,09 AM C•\pwwork;cg\west01\d1930026\C-08.dwg" 0CELAYA -/// .~ .. ----::- / CALTRANS ROW/PROPERTY LINE . // / N 2010895.43 E 6235354·. 75 EL 55.73 .. ~ / DAYLIGHT LINE, TYP 3 'MANl'fOLE -MARKER N 2010899.34 E 6235378.30 EL 54.82 ~ ..... ..... ·. ... __ _ ----._ , . ....__ ____ . ............ . ·-. .......... >-.... MH 24 (VC1032) SCALE: 1"=5' NO. DESCRIPTION 1 2 MH 24 (VC1032) EX RIM=56.20 PR RIM=58.20 ~~~--N 2070900.88 -.... E 6235389.81 1.5' CITY EL 54.10 \ \ /' WORK LIM I TS /TCE, TYP " n l{) DATE VID N 2010891.04 e 6235395.o9 f:L 53.13 "' N 2010869.85 E 6235410.09 EL 51.15 DATE APPROVED CHANGES JAVIER A. YESCAS ENGINEER OF WORK C71481 RCE 12-31-21 EXP.UC.DATE DATE KEYNOTES 0· NOT ALL KEY NOTES APPEAR ON EVERY SHEET. 1. RECONSTRUCT EXISTING SEWER MANHOLE RISER AND INSTALL LIGHTWEIGHT MANHOLE COVER PER CITY OF VISTA STD DWG SWR-30A NOTE 3. 2. INSTALL CONCRETE COLLAR PER CITY OF VISTA STD DWG SWR-30A. 3. PROTECT IN PLACE. REPLACE IF DAMAGED DURING CONSTRUCTION . 4. INSTALL 12-FT WIDE BARRICADE PER SAN DIEGO REGIONAL STD DWG M-09. NOTES 1. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE WORK AREA LIMITS BOUNDARY. 2. PROTECT EXISTING VEGETATION IN PLACE, UNLESS NOTED TO BE REMOVED. N 40 0 40 80 • z 0 -1- () :J 0::: 1- (J) z 0 () 0::: 0 LL l-o z • >-_J z 0 z <( _J 0... ----SCALE IN FEET .-----I>-C-08 rv .-----------------,LL CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ENLARGED SITE PLAN I (C.I.P. NO. 8258) APPROVED !sHEET 12 oF 24 I ELMER ALEX 67098 09/30/22 .__ __ c_1TY_E_NG_1_NE_E_R ____ P_.E_. __ E_xP_1_RE_s __ D_AT_E_ , 0 WG-04621 I PREPARED BY: DATE, C/P NO. 8258 <( z 0 -1- UJ 0::: () Cl) -0 WORK LIMITS/TCE, TYP -- .....__ h ----= ··:'_-.:4~-. -~,:~_:_'s;~--·>:. ,'::':.~: .,. .. ·----~:-:Ci\:>-"' ~ ~ DAYLIGHT LINE, TYP_r ~ -.......:: '-. ·- N 2010452.97 E 6237231.06 EL 71.95 ~ MANHOLE MARKER 3 ~ '-. .... ~ '-:s..._ i ~ ~ N 2010441.88 E 6237222. 79 ~ EL 71.22 EASEMENT LINE N 2010431. 97 E 6237217.84 EL 70.53 /, / _y y y /, /:- / / :· !~ I .. · N 2010734.24 E 6236299.98 EL 50.10 - ---.... . (Q &I: .,,,,-''-, -----~ --~ ,:/ ,--,_ -. '\ ~::i-, ~ .__, L '! '-~' ...,__, 'I \ f -. -~"-"""" ---- ~ .,., ~j -- EASEMENT LINE -~ --,,,, N 2010696.01 · _-........____ E 6236333.28 ·. -........____ EL 49.93 ... ----. ---- MH 26 (VC1034) SCALE: 1 "=5' -....:..: .. -- -~ PROPERTY LINE 0-. MH 28 (VC1036.) EX RIM EL= 4.59. PR RIM EL=74.59 . ' .. 0-. • \ • .. 0-_ -~ 0-.I EASEMENT LINE ·•. 0-. I N 2010445.18 E 6237242.49 . EL 72.35 ! ' ,.,,;3/ \ / .... '-. "· 0-. 0-. 0-. N 2010437.42 E 6237250.40 EL 72.75 .....___ -~ ~ ------·~-.,,-,/ "'' ~- ------------~ -----. ~ ~ MH 28 (VC1036) SCALE: 1 "=5' ~ 7ai-oo ----~ . . TYP .....___ .....___ Plotted -3/10/2021 7: 49: 20 AM .-Saved -3/10/2021 7: 47: 46 AM · · C: \pwwocking\west01\d1930026\C-09.dwg : : OCELAYA -.. ---- ---........ NO. --------- -_/ CAL TRANS ROW/PRO~::RTY LINE -= -..I. ---. DESCRIPTION r •. N 2010671. 92 E 6236723.26 EL 71.00 CITY APPROVED CHANGES DATE N 2010652.E,2 E 6236732.17 EL 70.28 VID DATE " " " ~ - MH-27 (VC1035) -:.... - EX RIM 'El='73.24 ----_ PR RIM EL=73.24 --- N 2010667.29 E 6236740.14 EL 70.89 N 2010663.55 E 6236742.58 d EL 70.59 o~ \ , .. 1/ DAYLIGHT LINE, TYP "' if.ORK LIMITS/TCE, TYP s'>-----,-·, ----ss----...... ~ ~-ss-- '-.. '-.. '-.. - MH 27 (VC1035) SCALE: 1 "=5' JAVIER A. YESCAS C71481 12-31-21 ENGINEER OF WORK RCE EXP.UC.DATE DATE KEYNOTES 0 1. RECONSTRUCT EXISTING SEWER MANHOLE RISER AND INSTALL LIGHTWEIGHT MANHOLE COVER PER CITY OF VISTA STD DWG SWR-30A NOTE 3. 2. INSTALL CONCRETE COLLAR PER CITY OF VISTA STD DWG SWR-30A. 3. PROTECT IN PLACE. REPLACE IF DAMAGED DURING CONSTRUCTION. NOTES 1. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE WORK AREA LIMITS BOUNDARY. 2. PROTECT EXISTING VEGETATION IN PLACE, UNLESS NOTED TO BE REMOVED. N 40 o 40 80 ■ z 0 -l-o :::) 0::: I- C/) z 0 () 0::: 0 LL l-o z ■ >-_J z 0 z <( _J 0.. SCALE IN FEET r----1 >-C-09 rv ,----------------7LL CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ENLARGED SITE PLAN II (C.I.P. NO. 8258) APPROVED isHEET 13 OF 241 ELMER ALEX 67098 09/30/22 L._ _ ___:.Ccc.lTY___;;E;;_N.;;_GI_N;;;;EE;;_R ____ P_.E_. __ DA_TEE_x __ PI_R_Es __ D_A_TE-' I O we-046 21 I PREPARED BY: LD/9-065 C/P NO. 8258 <( z 0 -1-w 0::: () Cl) -0 ~ ... ···xEASEMENT LINE < '··--c:-P_ROPERTY LINE -WORK LIMITS/TCE, TYP -N i6ro2s2.51 ~ E 6237610.39. '. ··•. .. '-7~~.S? N 2010255~54 · ~-------.,... E 6237615.57 EL 76.21 -~---~ ·, o, ·-·------ /_-WORK '..IMITS/TCE, TY? -~· ·---. \··· .. MH 29 SCALE: 1 "=5' . ----- (VC1037) N 2010256.59 E 6237630.82 EL 76.28 ---------- ..--, EAS'::MENT LINE • ____./~ DAYLIGHT LINE, TYP • ..--• ,;.---2 MH 30 (VC103B) / •• ~ EX RiM EL=93.16 N 2010400.13 E 6237788. 71 EL 87.66 ~ ... _,-- ,17 7 ~ .----.. -------. '-.... . / PR RIM EL=93.16 g:, . ·. . ',,; ?1/ , ' -,---'<, . ·;;/' ;;;--N 2010397.6> . ~ E 6237795.S'S EL·87.66 36" DIP SEWER --- ,17 I I \---=-""'-- ----- ,17 .. ,17 N 2010392.02 E 6237786.33 EL 87.43 ---:;/ I --\ \ > E 6237784.26 / • . EL 87.12 /. / •. --'----/ / .. t>~ CL·········· /i / .9".s- s:( / . i..t .>, • ·•'/ V' /// I _C-;/ / , 0 MH -----2010394.54 __........ -6237806.48 '--.-·"'"•S)-5;;;;.. 7.71 -~ -----: ..--- 0:JI----·,. ----~ ·, • ;.,;-,,, ... ------->s._ --- ······~ 30 (VC1038) SCALE: 1 "= 5' Plotted -3/10/2021 9: 16, 40 AM cc Saved -3/10/2021 9: 12: 08 AM : : C: \pwworking\wes\01\d1930026\C-1 D.dwg : · 0CELAYA I •' (' ::-- ----,---i ,.,,- ..• 1/' '/ / NO. -·· --· --------- ~ SEWER DESCRIPTION / N 2010576.27 E 6238254.05 EL 107.80 ~-104 CITY APPROVED CHANGES DATE VID --,,. , /-<~)--- . • MH 31 (VC1039) SCALE: 1 "=5' DATE N 2010584.68 E 6238263.96 EL 108.66 N 2010604.16.,. E 62}8274:55 MATCH EXISTING .. DAYLIGHT LINE, TYP / A,;i:(31 (VC103.9)'. 1 /2)/EX RIM Ek=105.10 /c,· PR RIM. EL=105.10 / / / -/ ,/' ~---/./ _,.. 2.5: 1 JAVIER A. YESCAS C71481 12-31-21 ENGINEER OF WORK RCE EXP.UC.DATE --··-· --------- DATE KEYNOTES 0 1. RECONSTRUCT EXISTING SEWER MANHOLE RISER AND INSTALL LIGHTWEIGHT MANHOLE COVER PER CITY OF VISTA STD DWG SWR-30A NOTE 3. 2. INSTALL CONCRETE COLLAR PER CITY OF VISTA STD DWG SWR-30A. 3. PROTECT IN PLACE. REPLACE IF DAMAGED DURING CONSTRUCTION. 4. INSTALL 12-FT WIDE BARRICADE PER SAN DIEGO REGIONAL STD DWG M-09. 5. INSTALL GATE AND SUFFICIENT FENCING TO INSTALL GATE PER SAN DIEGO REGIONAL STD DWG M-04 AND M-D5. PROPOSED FENCING SHALL CONNECT WITH EXISTING FENCING. NOTES 1. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE WORK AREA LIMITS BOUNDARY. 2. PROTECT EXISTING VEGETATION IN PLACE, UNLESS NOTED TO BE REMOVED. N 40 0 40 80 • z 0 -I- (_) :J 0::: I- C/) z 0 (_) 0::: 0 u.. l-o z • >-_J z 0 z <( _J 0.. SCALE IN FEET ___,>- C-10 rv ....----------------'----! LL CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR {REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ENLARGED SITE PLAN Ill APPROVED ELMER ALEX CITY ENGINEER PREPARED BY: (C.1.P. NO. 8258) 67098 P.E. isHEET 14 OF 241 09/30/22 EXPIRES DATE I I =DATE==---DWG-04621 LD/9-065 C/P NO. 8258 <( z 0 -1-w 0::: (_) Cl) -0 1+0 60 ~ / _,·,--,\ ,,, __ 435 CF _/2 !•)>~~::::::.;·:;:-/ , __ --........._--........_ -::....__:_ ·-·-£..EXISTING GROUND ---,--- ✓ PROPOS:':D GROUND --. ·"---:_: ··------ "'-- ···-·-··-·· '_':':,_ ·-·-··------ "'--- I I PLAN SCALE: 1''=5' ROfa.0 VIIDTH "' {[) . I STA 21 +32.24 ACCESS ROAD 1 L=,16. .\ \ ', I 3 \ \ "' "' ,6' n {[) \ / --,__ ___ ···----- I \ I 57 CF -I ·: I ;· :.f, ' ' \ I , I \ \ I c;,; I \- Ji DAYLIGHT LINE, /\ / \ TYP \ I \ I \ 1+80 I \ I I \ I I \ PROPERTY LINE WORK LIMITS/TCE, TYP ·····-··-·-·· ·-------55 ·------------' -·------------------ 50 45 1+00 1+10 Plotted -1/14/2021 3 21'22 PM· Saved -1/14/2021 8 55:26 AM· C:\pwworking\west01\d1930025\C-11.dwg,: KGONZALE 1+20 STA 1+31.78, INV 51.35 1+30 "" . "' --- "--"'-- 5=1 26% STA 1+48.28, '--~-;-·-·IN-V--51-o-1-4--··------· ··-----·-··· ---------· ·· DEPTH UNKNOWN EXISTING 15" SANITARY SEWER CONTRACTOR TO POTHOLE .---~-EXISTIN• G 24" SANITARY ___ SEWER , DEPTH UNKNOWN -•-·-----~--------•--~-C-0-NT::CTOR-~O~OTHOLE···· -\-_,+_--------~~···· ----._----------------:-___ -_-__ -_-__ _ 1+40 PROFILE HORIZ SCALE: 1"=5' VERT SCALE: 1 "=2' NO. 1+50 DESCRIPTION ------------45 1+60 1+70 1+80 CITY ; DATE YID DATE APPROVED CHANGES I I \ I I \ I I I I \ I I \ JAVIER A. YESCAS ENGINEER OF WORK C71481 RCE 12-31-21 EXP.UC.DATE DATE KEYNOTES 0 1. DUMPED RIP-RAP OVER FILTER FABRIC. EXTENTS AS SHOWN ON PLAN, PER SAN DIEGO REGIONAL STD DWG D-40, TYPE 2. THICKNESS 1.1 FT, ROCK CLASS = NO. 2 BACKING. D50=9IN. 2. 1-CORRUGATED 24" HOPE PIPE. 3. STRAIGHT HEADWALL -TYPE A, PER SAN DIEGO REGIONAL STD OWG 0-30. NOTES 1. CONTRACTOR SHALL CONTAIN ALL WORK WITHIN THE WORK AREA LIMITS BOUNDARY. 2. PROTECT EXISTING VEGETATION IN PLACE, UNLESS NOTED TO BE REMOVED. 5 0 5 10 SCALE IN FEET CITY of VISTA IMPROVEMENT PLANS FOR: C-11 VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ENLARGED SITE PLAN IV (C.I.P. NO. 8258) APPROVED ELMER ALEX 67098 09/30/22 !sHEET 15 oF 24 j CITY ENGINEER P.E. EXPIRES DATE I I '---------------~ DWG-04621 PREPARED BY: DATE: · LD/9-065 GIP NO. 8258 ■ z 0 -J- (.) ::> 0::: J- U) z 0 (.) 0::: 0 LL J-o z ■ >-.....J z 0 z <( .....J a.. >-0::: <( z 0 -J-w 0::: (.) Cf) -Cl A NO SCALE FINISHED GRADE SHOWN ON PLAN aJ 4 • ARTICULATED CONCRETE BLOCK MAT ACCESS ROAD WIDTH VARIABLE PER PLAN DEPTH GAUGE SEE DETAIL 4 THIS SHEET 3" WEEP HOLES COARSE AGGREGATE, SEE NOTE 2 FLOW r A (1) #4 REBAR 12" (TYP) OR AS REQUIRED BY CIVIL ENGINEER 4,000 PSI CONCRETE FILTER FABRIC CABLE CABLE CRIMP 3/4" DIA. CLEAN CRUSHED DRAIN ROCK ACB 0 S~~~AINMENT EDGE DETAIL r==::::,• -. > .- CONNECT ACB W/ CABLE AND CRIMP. MIN. 6" WIDE 4,000 PSI CONCRETE -(1) #4 REBAR ' . 15' 13' WIDE EASEMENT QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ -- QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ ---·-- QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ .• QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ . QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQQ QQ QJQO, QQQ 0,0,(l QQJQJ QQO, QO,O, 0,0,(l 0,0,0, QJQQ QJQQ QQQ QQJ 0,0,Q 0,0,(l 0,0,(l 0,0,Q 0,0,Q 0,0,0, QJ(l(l QJQQJ 0,0,(l QQJ(l QQJQJ QQJQ QQ(l QQQ QQQ (JQ(l QQQJ Q(JQJ QQJ(l QQJQ QQQJ QQ(l QQJQJ 0,QQ QJQJQ 0,0,QJ QQQ 0,0,0, 0,0,0, QQQJ 0,0,Q 0,0,Q QQJQJ QQJQJ QQQ QQQJ QQJ(l 0,0,0, (!O,(l (!O,(l (!(!(! O,(!(! (l(!Q QQQ (!0,0, QQO, (!0,0, QQQJ (!Q(l QQQJ (l(!QJ (l(!Q (l(!Q QQQ QQJQ (l(!Q (!QQ QJQO, QQQ (!QQJ QQQJ (!0,0, QJQQJ QJQQ QQQJ (!0,0, QQJQJ 0,0,0, QQQ QJQQ QJQ(l Q(l(l 0,0,(! QJQ(! (!QJQ (!QJQ QJQJQ QJQQ (!(!(! QJQQ 0,0,Q Q(!QJ (l(JQ 0,0,(l 0,0,(l (!(JO, QQO, (l(!Q QQO, QQ(l QO,(l QQQ 0,0,0, QJQ(l QJQ(l QJQ(l QQQ QOQJ QQQJ QQO QQQ QQQ QJQQJ QQQ QQQ QQQ QJQQ QQQ QQQ QQQ QQJQ QQQ QQQ QQQ QQQ QQQ QQQ QJQQ QQJO QQQ 888 888 888 888 888 888 888 888 888 88° O>CJCJ 00 SAW-CUT OPTIONAL (NO SMALLER THAN 1 /2 A BLOCK) TYPICAL CURVED ACCESS ROAD DETAIL (REALIGNMENT ADJUSTMENT AS REQUIRED) NO SCALE CONCRETE 560-C-3250, TYP FINISHED GRADE SHOWN ON PLAN DUMPED RIPRAP WITH FILTER FABRIC ARTICULATED CONCRETE BLOCK MAT, SEE DETAIL 2 FINISHED GRADE 2% OR AS NOTED SEE NOTE 5 _,,-/ 4 . . - J • f-c~~~ 0 0•0 ◊0,;;,"or::,"o 0 0 o00'b O O O O 0 IJ"<,O\)O,<:,Q\) C 0o Cl <:, 12" 13' Q O 00 00 00:l----h,-,,--rc-n""'T7',-.,.,S'~""T7""7'-::-s:"'77:"7'>7T1!__'-'-f--'---~hc77~'7>77>7,,i;77>7'7;v7:7>-77'5::>7?;:;?7'.7,~7}s:>71i---'-=---1-__;_-----'-'-::_--------1 oo"0 °oo"o 0•o •. • • .. :~'.;~,}~:,,~. /. /, /> //, //, // /, /. / "-'<, ~¼~'«~~' /, /,1//. //, // 12" COARSE AGGREGATE PER GREENBOOK 2-#4 BARS TABLE 200-1.4 (B), NO. 2, 4" THICK COMPACTED CLASS 2 TOP AND BOTTOM 12" RECOMPACTED NATIVE SOIL TO AGGREGATE BASE TO 95% 90% (ASTM D1557), MOISTURE (ASTM 01557), 6" THICK 2-#4 BARS TOP AND BOTTOM CONDITION TO SLIGHTLY OVER OPTIMAL CONDITION SEE NOTE 4 GEOGRID (TEN SAR BX1200 OR EQUIVALENT) NOTES: 1. REINFORCING BARS SHALL BE SET 3" CLEAR FROM SIDES OF CUT-OFF WALLS. 2. COARSE AGGREGATE AT WEEP HOLES SHALL BE ASTM C33 SIZE 57, ENCLOSED IN FILTER FABRIC, AND EXTENDED LATERALLY A MINIMUM OF SIX-INCHES (6") ON EACH SIDE OF THE WEEP HOLE. I . 12" • I 3. DO NOT FILL SPACES BETWEEN ACB OR ACB BLOCKS. 2 ARTICULATED CONCRETE BLOCK SECTION 4. SUBGRADE TO HAVE OPTIMUM MOISTURE CONTENT UNTIL THE ROAD SECTION IS CONSTRUCTED. NO SCALE 5. PLACE DUMPED RIP-RAP OVER FILTER FABRIC, ROCK CLASS = N0.3 BACKING, D50=0.4' MIN NO. DESCRIPTION CITY DATE VID DATE JAVIER A. YESCAS APPROVED CHANGES ENGINEER OF WORK Plotted -3/9/2021 1, 31 • 25 PM :: Saved -1/14/2021 3• 30: 03 PM :: C: \pwworking\west01\d1930026\C-12.dwg :: KGONZALE ~--~---------------------------------------------------------------~ ':.cl 1 --~ '---------'-~--0'-----1-'--, _ L '----1 -----~ ____ ___,_ ____ __JI 0 Ii (o' J i ,J C71481 RCE I (0(0(0 (O(O((J (OC0(0 cocoa ' ___ Q_(C)_(O __ Q_(O_(O ' ' ' (0(0(0 (OC0(0 ocoa (OCO(Q ___ Q_(O_(O - Q_(O_(O . - (OC0(0 ' cocoa (0(0(0 (OC0(0 ' __ Q_(O_(O __ (O_(O_[] ' ' I I I I I I I I I . 22.9" ·- ·- ' ' - (O(O(Q (0(0(0 - ' ___ Q_(O_Q ' -' • (OC0(0 (OC0(0 L L '-__ a_o_a ' ' ~ L ~ ' - ~ DIRECTION OF FLOW (TYP) • B BLOCK DETAILS z 0 12-31-21 EXP.UC.DATE NO SCALE DATE ' 0 I u, 3 5 FILL PIPE WITH GROUT ROUND OFF AT TOP ,_ ____ 4" SCHEDULE 80 GALVINIZED PIPE 5'-0" HIGH (NOT TO BE PAINTED) 1-----.=r-WELDED LINES AND NUMBERS 2" HIGH, (1' -5') DEPTH GAUGE NO SCALE -I- () => 0::: I- (/) z 0 () 0::: 0 u. l-o z • >-....J z 0 z <( ....J a_ ____, >- C-12 rv ....---------------'-~ LL CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT DETAILS I APPROVED ELMER ALEX CITY ENGINEER PREPARED BY: (C.I.P. NO. 8258) 67098 P.E. 09/30/22 EXPIRES DATE DATE: LD/9-065 I SHEET 16 OF 241 I DWG-04621 I GIP NO. 8258 <( z 0 -1-w 0::: () (/) -Cl SEE NOTE 2 15' WIDE EASEMENT r DIRT SHOULDER CLEARED OF OBSTRUCTIONS ONLY (TYP) 1'-6" 12' WIDE ACCESS 12" RECOMPACTED NATIVE SOIL TO 90% (ASTM D1557), MOISTURE CONDITION TO SLIGHTLY OVER OPTIMAL CONDITION SEE NOTE 4 GEOGRID (TEN SAR BX1200 OR EQUIVALENT) NOTES: FINISHED GRADE COMPACTED CLASS 2 AGGREGATE BASE TO 95% (ASTM D1557), 1 O" THICK 1. CROSS SLOPE DIRECTION ACCORDING TO PLAN. 2. CONSTRUCT RIP-RAP LINED DITCH (DETAIL 7) IN LOCATIONS SHOWN ON PLAN. 3. FOR FILL SLOPES LESS THAN 6 FEET IN HEIGHT, GRADE 2: 1 SLOPE. FOR FILL SLOPES THAT RANGE IN HEIGHT FROM 6 TO 23 FEET, GRADE 2.5: 1 SLOPE. 4. SUBGRADE TO HAVE OPTIMUM MOISTURE CONTENT UNTIL THE ROAD SECTION IS CONSTRUCTED. 5. PRIOR TO PLACING FILL SOILS, THE SUBGRADE SHOULD BE SCARIFIED A MINIMUM OF 12 INCHES AND COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION (ASTM D1557). MINIMUM RELATIVE COMPACTION REQUIREMENTS FOR THE AGGREGATE BASE SHOULD BE 95 PERCENT OF THE MAXIMUM LABORATORY DENSITY (ASTM D1557). Plotted -1/14/2021 3: 28: 47 PM :: Soved -1 /14/202; 8: 54: 39 AM :: C: \pwworking\west01\d1930026\C-13.dwg :: KGONZALE 1'-6" NO. DESCRIPTION CITY DATE DATE APPROVED CHANGES SLOPE PER PLAN 2'-0" f----------------~ MIN DUMPED RIP-RAP, SEE NOTE 1 INVERT EL PER PLAN NOTE: FILTER FABRIC DIRT SHOULDER EDGE (SEE DETAIL 6) ■ 1. PLACE DUMPED RIP-RAP OVER FILTER FABRIC, ROCK CLASS = NO. 3 BACKING, D50=0.4' MIN, 0.6' THICK z 0 eRIP-RAP LINED DITCH SECTION NO SCALE -1- () ::J a:: I- C/) z 0 () a:: 0 LL l-o z ■ >-_J z 0 z <( _J a.. .--------t >-C-13 rv .-------------------;U.. <( JAVIER A. YESCAS ENGINEER OF WORK C71481 RCE 12-31-21 EXP.UC.DATE DATE CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT DETAILS II (C.I.P. NO. 8258) APPROVED lsHEET 17 OF 24 I ELMER ALEX 67098 09 /30/22 ~ __ c_ITY_E_N_GI_N_EE_R ____ P_.E_. __ E_x_P_IR_Es __ o_A_T_E I DWG-04621 I PREPARED BY: DATE: · LD/9-065 C!P NO. 8258 z 0 -1-w a:: () Cf) -0 ,. ½ ~ ½ ½ ½ ½ ½ ½ ~ SYMBOL L-02 AMSINCKIA MENZIESII/ COMMON FIDDLENECK DEINANORA F ASCICULA TA/FASCICLED TAR WEED ELYMUS CONDENSATUS/GIANT WILD-RYE ENCELIA CALIFORNICA/CALIFORNIA ENCELIA ERIOPHYLLUM CONFERTIFLORUM VAR. CONFERTIFLORUM/ DENSE FLOWER WOOLLY SUNFLOWER ISOCOMA MENZIESII VAR. MENZIESII/COASTAL GOLDENBUSH LUPINUS SUCCULENTUS/ ARROYO LUPINE PSEUDOGNAPHALIUM CALIFORNICUM/CALIFORNl,A CUDWEED STIPA LEPIDA/FOOTHILL NEEDLE GRASS STIPA PULCHRA/PURPLE NEEDLE GRASS SCIENTIFIC NAME/COMMON NAME AMBROSIA PSILOSTACHYA/WESTERN RAGWEED AMSINCKIA MENZIESII/COMMON FIDDLENECK CAMISSONIOPSIS BISTORTA/CALIFORNIA SUN CUP DEINANDRA FASCICULATA/FASCICLED TARPLANT ELYMUS CONDENSATUS/GIANT WILD-RYE GALIUM APARINE/GOOSE GRASS PLANTAGO ERECTA/ERECT PLANTAIN PSEUDOGNAPHALIUM CALIFORNICUM/CALIFORNIA CUDWEED STIPA LEPIDA/FOOTHILL NEEDLE GRASS STIPA PULCHRA/PURPLE NEEDLE GRASS -- _______ -_-:::::::::---_ __ 7--_ DENSITY (PLS LBS/ACRE) 1.0 1.0 3.0 3.0 0.5 1.5 4.0 0.2 3.0 6.0 DENSITY (PLS LBS/ ACRE) 1.5 1.0 0.5 1.5 3.0 0.5 4.0 0.1 3.0 5.0 SYMBOL - ½ ½ ½ ¼ ½ ½ ,; ½ ½ ½ ,. ~ L-03 ------------- SCIENTIFIC NAME/COMMON NAME ARTEMISIA CALIFORNICA/CALIFORNIA SAGEBRUSH BACCHARIS PILULARIS/ COYOTE BRUSH ERIOGONUM FASCICULATUM/CALIFORNIA BUCKWHEAT SAL VIA MELUFERA/BLACK SAGE MALOSMA LAURINA/LAUREL SUMAC RHUS INTEGRIFOLIA/LEMONADE BERRY SALIX GOODDINGII/GOODDING'S BLACK WILLOW SALIX LAEVIGATA/RED WILLOW SALIX LASIOLEPIS/ARROYO WILLOW SALIX EXIGUA VAR. HINDSIANA/HINDS' WILLOW --------...;,:s;=~:: ----- -----..:. ------ SIZE 1 GAL GAL GAL GAL GAL 1 GAL GAL GAL 1 GAL GAL ------____ _, VC1 KEY MAP I I SCALE: NTS TYPE/WITHIN GROUP SPACING IN FEET SHRUB/5 FT SHRUB/5 FT SHRUB/5 FT SHRUB/5 FT LARGE SHRUB/12 FT LARGE SHRUB/12 FT TREE/12 FT TREE/12 FT SHRUB/12 FT SHRUB/22 FT # OF PLANTS PER ACRE 620 620 370 370 70 45 425 400 425 100 N •Y •:ez,. _;·.f-"t,:?{}:.Zit 7by~ -:~wGl:!:,~J:' STATE HIGH ----,---.c.., __ , ____ ,_ .. '. ___ /. '}::.~:? __ "''--'-.a .. ·.:::'-,<-->'::.;;,.._~-:-;,_~-:..,~ --; ----·-.<1 • • . ~¾~ , 11\\ -'~~~ L-05 L-OBfa--I\ :~ . // /. ?.0~~2..:::-JJ\ -~✓/ ··cCSSS~~--,, --~~~~--<ili~-- I I \ :1:l~~~#~-~~~~~~~~;::Si_:_ ·-:Jc:<t.~~f. .. \. -.. ~l\t:t:t~t):ff~~--~~.l>'----" v":·,"'·'--:~;~~---"> '···--~~· .. _---c,~-.. ••"'·-··--···· ~~ -~-!)-~ ._,_ ', •·-. __ ., .. ·:;~75·;}c;;;;:,_0Acctss·R-O-.. -__ .... \. . -?;~"~::>s""s'"";:-'::' ::.·=>:t\Q.;;~-2~.:.-~ ~ :. · I I ------~ .:.-.. ,_-.,--; ... . -. :• . ---~~,,.;,~ ~ '--=---. ' -,...; -~ .... ----..._,·.•" ... _ ---I ---I ---\ PLANTING NOTES 1. VERIFY EXISTING CONDITIONS & UTILITY LOCATIONS PRIOR TO DIGGING. :2. CONTRACTOR TO VERIFY PLANTING AND SEEDING AREA IS FREE OF DEBRIS, ROCK, AND RUBBISH PRIOR TO INSTALLING MATERIALS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE PLANT MATERIALS ARE FREE OF PESTS, DISEASE AND EXOTIC AND INVASIVE SPECIES. 4. PLANT SPECIES SUBSTITUTIONS TO BE APPROVED BY THE PROJECT BIOLOGIST; NOTIFY PROJECT BIOLOGIST IF UNABLE TO SOURCE PLANTS AS SPECIFIED. 5. PLANTS ARE TO BE PLANTED WITHIN AREAS NOTED IN A RANDOM ASSORTMENT OF GI VEN SPECIES; SEE PLANT LI ST & AREA CALLOIJTS. 6. SHOULD A CONFLICT ARISE BETWEEN THE SIZE OF AREAS AND THOSE SHOWN ON PLAN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT BIOLOGIST; FAILURE TO DO SO RESULTS IN THE CONTRACTOR'S RESPONSIBILITY TO FURNISH OR RELOCATE ADDITIONAL MATERIALS AT CONTRACTOR'S EXPENSE. • z 0 -I- (_) :::) 0:: I-- Cf) z 0 (_) 0:: 0 LL l-o z • >-....J z 0 z <( ....J a_ ----l>- r----------------L:L:...:-O:..;,__i1 0:: <( CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT KEY MAP & PLANTING NOTES (C.I.P. NO. 8258) z 0 -1- APPROVED w 0:: (_) !sHEET 18 OF 241 r I'\ ELMER ALEX 67098 09/30/22 · · V ,/ APRIL B. COTTINI # CITY ENGINEER P.E. EXPIRES DATE I I - NO. DESCRIPTION CITY DATE VID DATE CA 5902 02-28-21 D WC 04621 0 'i;j;;tte":i":'"'i7i'4/wi7'"1T:T7"PM°~~:;;---:-;~if2(m~:T4Tt~-:-c~;~~;;;;i:o07,si:ioci26':j:""oi:'::i;;g'""?""i<GCmc:i:f-------------------------------1-..l ________ !:.A::!PP::!R~o~v~ED~c:.::H~A!:!:NG~E~s:._ ___ =:..:::=:..:::==i-------..l.--=--=-~E~N-G~1~N~E~E-R~-To~F::!_w~o~R~K-=--=--=--..!R~LAl.:_~E::x~P~.L~1c::.·~D~AT~E=--~::::E=-l-P~R~E=PA~R~rn~BY~, ========:.....~□~AT~E=, ====~===-====~ Plotted -1/14/2D21 3:41:27 PM· Saved -1/14/2021 8:54:47 AM:: C:\pwworking\west01\d1930026\L-01.dwg : KGONZALE LD/9-065 CIP NO. 8258 0 01-+I co (!) <( 0::: 1-(/) 0::: w w Q__ z _j I 0 I- <( :::i: ,,------. -/ --,.-' ----, ,_ / -~ ----- -,,. ..... _,,,-,-, ----, ---- PROPERTY LINE-,J-YPJ"'-,-~ ':-'--,_,>_ .. ,_, ,.. ·-~'--I .... A__,\.___,,_,J-..-'"", ' \ :,;._ ·_.' 2.}E>1 (Sf=.)MA TI_Vf: GRASSLAND ~---4='-~------------- uu -_j~\ __ ----~~:~ -- ------ '¼ 0· ,_, ', r._ , ----------3,, '--'>.. ----- ,_ ' .____"'--~ss---~22JSF; _ _CQ7\ST_&E-SAGE_ SCRUB --·-----. .. -'-,~.-____ ,_;·c:: __ 840SF COASTAL SAGE SCRUB 21744SF NATIVE GRASSLAND-_,, --- ----- Plotted -1/14/2021 4:22:01 PM Saved -1/14/2021 8: 54: 55 AM C: \pwworking \west01 \d1 930026\L-02.dwg KGONZALE ---------ACCESS ROAD 1 PLANTING PLAN SCALE: 1 "=20' 2132SF CD'ASJAt 'SAGE S(;RUB .--_, WORK" LIMITS, TYP I '/,- 705SF COASTAL SAGE: SCRUB ,/ - ACCESS ROAD 1 PLANTING PLAN SCALE: 1 "=20' NO. DESCRIPTION CITY APPROVED CHANGES -------- ' ----- ---------- --- DATE VIO DATE APRIL B. COTTINI CA#5902 02-28-21 ----------- ENGINEER OF WORK RLA EXP UC.DATE DATE -------------------- -- LEGEND COASTAL SAGE SCRUB / ~ MIXED WILLOW RIPARIAN / / / / / / / NATIVE GRASSLAND / / / / / SEE L-01 FOR PLANTING NOTES AND FULL PLANT LIST 1 KEY MAP SCALE: NTS 20 0 20 40 SCALE IN FEET CITY of VISTA L-02 IMPROVEMENT PLANS FOR: ~STA-CARLSBAD INTERCEPTOR (REACH 1) IMPROVEMENT PROJECT PLANTING PLAN STA. 1+00 -11+00 LONG TERM ACCESS ACCESS ROAD 1, APPROVED ELMER ALEX CITY ENGINEER PREPARED BY, (C.I.P. NO. 8258) 67098 P.E. 09/30/22 EXPIRES DATE DATE: L0/9-065 isHEET 19 oF 24 j I OWG-04621 I CIP NO. 8258 • • >-_J z 0 z <( _J CL >-a:: <( z 0 -1-w a:: u Cl) -0 STA TE HIGHWAY 78 0 -------· -------, -. _, __ -~-;:_~ ··~ • \ / ·2'le9SF COASTAL\ SAGE SCRUB / 1 109SF MIXED WILLOW RIPAflJNf.-... -,,c.'-.>_ ---ss---_---~::--:-_:_;~ ~_;-_;_ :· -------• I/ 'Ji I •: ½ '/, /I 1/, ¼ 2011 SF COASTAL SAGE SCRUB ·,. Plotted -1/14/2021 5: 11: 03 PM Saved -1/14/2021 4: 53: 05 PM C: \pwworking\west01\d1930026\L-03.dwg : : KGONZALE .l----1 ss-- ,3+00 ~-..-:+== ,·· ACCESS ROAD 1 SCALE: 1"=20' · WORK LIMITS, TYP ______ .J 4935SF MIXED WILLOW RIPARIAN ----~ ACCESS ROAD 1 SCALE: 1"=20' , 4+00 .. -~ :77 e~ ·-__ ----i---_ -· 3545SF MIXED.~ILLOW RIPARIAN SD-7 \ PLANTING PLAN PLANTING PLAN NO. DESCRIPTION .- . I • 1/:. _f:-'---~>;:-,;_,__ ,;, I) I I CllY DATE APPROVED CHANGES -- :------::: YID DATE •, i 2.0+o_o. --~--- --· 1/, I 1 TYP ~- ------ APRIL B. COTTINI CA#5902 02-28-21 ------------ ENGINEER OF WORK RLA EXP.UC.DATE DATE LEGEND ½ ;;,; ½ ½ ½ ½ / / / / / / / / / / / COASTAL SAGE SCRUB MIXED WILLOW RIPARIAN NATIVE GRASSLAND SEE L-01 FOR PLANTING NOTES AND FULL PLANT LIST KEY MAP SCALE: NTS 20 0 20 40 SCALE IN FEET L-03 CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ACCESS ROAD 1, PLANTING PLAN STA. 11+00 -21+00 (C.I.P. NO. 8258) APPROVED ELMER ALEX Cl1Y ENGINEER PREPARED BY: 67098 P.E. 09/30/22 EXPIRES DATE DATE: LD/9-065 isHEET 20 OF 241 I DWG-046271 GIP NO. 8258 ■ z 0 - ■ >-_J z 0 z <( _J CL >-0:: <( z 0 -1-w 0:: (_) Cl) -0 ---~ WORK LIMITS, TYP ...-. -PROPERTY LINE, TYP -;,------_____,.,,,. Acctss RoAo 2 PL AN77NG FOR AREA SEE L-05 NATIVE GRASSLAND-~=:~~~~~~:c-~?':,--1LD 860SF MIXED WILLOW RIPARIAN-·-.- /Jt-/--H-r-;:.;.::. t ,,·-< -,"~, _, ""'-. 764SF MIXED WILl:'OW RIP'ARJAN--, . 242SF NATIVE .-GRASSLAND ACCESS ROAD 1 SCALE: 1''=20' Plotted -1/14/2021 4' 39, 39 PM '.'. Saved -1/14/2021 8, 55, 07 AM ,c Cc \pwworking\west01 \d1930026\L-04.dwg ' FOR AREA SEE L-05 -NATIVE GRASSLAND ' PROPERTY LINE, TYP WORK LIMITS, TYP -ss-- PLANTING PLAN KGONZALE 5649SF COASTAL SAGE-SCRUB ---------- \ I ACCESS ROAD 1 PLANTING PLAN SCALE: 1 "=20' UJ NO. DESCRIPTION \ 568SR ~A1IVE GRASSLAND .dlf;O_SF MIXEE) WiLLOW-RIPARIAN . --=--- "";'"c-·-'o.~_o,osF NATIVE GRASSLAND / --.- WORK LIMITS, TYP 4286SF NATIVE GRASSLAND ACCESS ROAD 3 PLANTING PLAN SCALE: 1"=20' /" CITY DATE VID DATE APRIL B. COTTINI CA#5902 02-28-21 ------------ APPROVED CHANGES ENGINEER OF WORK RLA EXP.UC.DATE DATE LEGEND " " " ', COASTAL SAGE SCRUB ® MIXED WILLOW RIPARIAN / / / / // // NATIVE GRASSLAND / / / SEE L-01 FOR PLANTING NOTES AND FULL PLANT LIST KEY MAP SCALE: NTS 20 0 20 40 • • >-_J z 0 z <( _J a.. SCALE IN FEET ___.l>- L-04 0:::: CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ACCESS ROAD 1 PLANTING PLAN, STA. 21 +00 -27+02.86 APPROVED ELMER ALEX CITY ENGINEER PREPARED BY, AND ACC~SS ROAD 3 PLANTING PLAN \C.I.P. NO. 8258) 67098 P.E. 09/30/22 EXPIRES DATE DATE: LD/9-065 isHEET 21 OF 241 I DWG-046211 CIP NO. 8258 <( z 0 -1-w 0:::: u Cf) -0 Plotted -1/14/2021 4,50,40 PM SD-7 / -....... 937SF 0,(?ASTAL. SAGE SCRUB ---c__.,,,:'.~'.'. 1983SF'/NATIVE GRASSLAND -' ., ½ ½ ½ ¾ ½ ½ ½ ¼ ¼•.-½'·-½'"'½ ', ½ ½ ½ ,~. -~--½ . '-\ ½ .:-: ½ _½ ;,/-!:'-./~ :.,)t'½ '.«" ,, > t ½ ½ ¼,, ½ ½ ½ WORK LIMITS, TYP -. -; 1866SF NATIVE GRASSLAND ----~:: ..... _ <·. __ , -·\-...... \ ~ •.. c_ ~ "--:---..... '"--·---.\ ~--'? \ \ \ \ ---·----.. .. __ -3357SF NATIVE GRASSLAND Soved -1/14/2021 4'49,23 PM C, \pwworking\westo1\d1930026\L-05.dwg 1/ /'• /. / / /, ~ / /, f' / /4 ' / /, ·, / /4 '. / /4 - / j n " . 3778SF NATIVE GRASSC:AND --- / / KGONZALE / -7-- / / / /---;/-·-/-- / / / ~ ii~ <~ ~ J' )' -1 o'x Oo ACCESS ROAD 2 PLANTING PLAN SCALE: 1''=20' NO. 41 t8SF g;OASTAL.SAGE .SCRUB~, ,238,4SF;'NATIVE GRASS[AND ', DESCRIPTION CITY APPROVED CHANGES \ -,,_ 4183SF NATIVE GRASSLAN.D ·' . ---. --------- ACCESS ROAD 2 PLANTING PLAN SCALE: 1 "=20' DATE VID DATE AE>MIEffiAC©ITTlllW\S mq;154l'ID12 ID2-JlB-21 ------------ ENGINEER OF WORK R[)[ IEXll" .. llJ~lflE MlflE LEGEND " :,; " ', COASTAL SAGE SCRUB @ MIXED WILLOW RIPARIAN NATIVE GRASSLAND SEE L-01 FOR PLANTING NOTES AND FULL PLANT LIST • z 0 -1-u => 0::: I-- Cf) z 0 N 0 ~ 0::: R o1<-1VE > QLL HA yi,,AA -).------r of>!'> I I ----\ KEY MAP SCALE: NTS N 20 0 20 40 SCALE IN FEET L-05 CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ACCESS ROAD 2 APPROVED ELMER ALEX CITY ENGINEER PREPARED BY, PLANTING PLAN, STA. 1 +00 -8+00 (C.I.P. NO. 8258) 67098 P.E. 09/30/22 EXPIRES DATE, DATE L019-065 I SHEET 22 OF 241 I DWG-046211 C!P NO. 8258 I- 0 z • >-_J z 0 z <( _J a_ >-0::: <( z 0 -1-w 0::: u Cf) -0 Plotted -1/14/2021 4: 58: 31 PM .,-----------·----, -~ -7-- 5132SF NATIVE .. GRASSLAND---jsD-7rl --__:_ .• ----·· ---~-----,....----·· ·-----... --- ~ _ ... --· ----.---· --------· .,--_,.. --- ..-::--_, ----· --- ------- --. - ..... --: .. -.. ··--= ·-- -.. --30;;i2SltlA:7'1VE GRASSLAND-~-~ ---..... "·~·-.,;_, .• -'-c - Ile (L w>-3: ' w-en,-- <e z f-W en :;;c > !..:..! en -<( Ow N 897SF NATIVE GRASSLAND 151 OSF COASTAL SAGE SCRUB-.-:~~"':.~:;:_------- ACCESS ROAD 2 PLANTING PLAN SCALE: 1''=20' Saved -1/14/2021 4:57:52 PM C: \pwworklng\west01\ci1930026\L-06.dwg : · KGONZALE _,.-. --.• ·-------.--- 3288SF NATIVE GRASSLAND LINE, TYP NO. DESCRIPTION ·Z733SF COA:';TAL'SAGE-SCRUB _ .. , - j -. 2 PLANTING PLAN SCAU:.: 1"-20' CITY DATE VID DATE APPROVED CHANGES ·-. APRIL B. COTTINI r \ :;:-------\ ,_. , ' CA#5902 02-28-21 ------------------ ENGINEER OF WORK RLA EXP.UC.DATE DATE LEGEND ½ ½ ½ ½ ½ ½ ½ ½ ½ COASTAL SAGE SCRUB NATIVE GRASSLAND SEE L-01 FOR PLANTING NOTES AND FULL PLANT LIST N ~ • z 0 -1-u ::> 0:: I-- Cf) z 0 u 0:: 0 LL 1-\ Q ----\ z KEY MAP SCALE: NTS 20 0 20 40 SCALE IN FEET L-06 CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT ACCESS ROAD 2 PLANTING PLAN, STA. 8+00 14+88.25 APPROVED ELMER ALEX CITY ENGINEER PREPARED BY: (C.I.P. NO. 8258) 67098 P.E. 09/30/22 EXPIRES DATE: DATE LD/9-065 isHEET 23 OF 24 I I DWG-046211 C/P NO. 8258 • >-_J z 0 z <( _J o._ >-0:: <( z 0 -1-w 0:: 0 Cf) -0 PLANTER EDGE, TYPJ NOTES: 1. ALL TREES AND SHRUBS SHALL BE PLANTED @ VARIED OR NATURAL GROUPING OF 5' TO 12' SPACING FOR SHRUBS AND 12' TO 22' SPACING FOR TREES PER SPECIFICATIONS 2. LOCATE PLANTS ONE HALF OF SPECIFIED SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR OTHER HARD SURFACE, UNLESS OTHERWISE SPECIFIED Plotted -1/14/2021 5:01:14 PM :: Saved -1/14/2021 8:55:22 AM:: C:\pwworking\westo1\d1930026\L-07.ciwg :: KGONZALE ANGLE CUT--~ NATIVE SOile----.__ NOTE: REMOVE LEAVES AND BRANCHES FROM LIVE STAKES e ~~~~LE STAKE PLANTING DETAIL NO. DESCRIPTION Cl1Y DATE VID DATE APPROVED CHANGES APRIL B. COTTINI CA#5902 02-28-21 ENGINEER OF WORK RLA EXP.UC.DATE DATE L-07 CITY of VISTA IMPROVEMENT PLANS FOR: VISTA-CARLSBAD INTERCEPTOR (REACH 1) LONG TERM ACCESS IMPROVEMENT PROJECT LANDSCAPE OET AILS (C.I.P. NO. 8258) APPROVED 67098 09/30/22 P.E. EXPIRES DATE I DWG-046211 PC".OR"'--EPA=R=ED_.,8"--'-Y,______ Dec,AT'--='E'~---· · ELMER ALEX CITY ENGINEER I SHEET 24 OF 241 LD/9-065 GIP NO. 8258 ■ z 0 -I- (.) => ct: I- Cf) z 0 (.) ct: 0 LL I- 0 z ■ >-_J z 0 z <( _J a_ / >-- ct: <( z 0 -I-w ct: (.) Cf) -0