Loading...
HomeMy WebLinkAboutW_5380_SPROJECT LOCATION CITY OF COSTA MESA PAc1,1c JOHN WAYNE > AIRPORT J <§; VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE Afl.V AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE ([i) STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE C>()<J FIRE HYDRANT BLK BLOCK BW BOTTOM OF WALL .. WATER METER CATV CABUE TV Cl CAST IRON "" STREET LIGHT PULL BOX 'i. CENTERLINE "' TRAFFIC SIGNAL PULL BOX CNB CITY OF NEWPORT BEACH CL CLASS ,:,..---0 STREET LIGHT CLR CLEAR C&G CURB AND GUTTER g WATER VALVE E EAST/ELECTRIC EC END CURVE c-GUY WIRE EG EXISTING GRADE ... SURVEY MONUMENT ECR END CURVE RETURN EVC END VERTICAL CURVE p SIGN EXIST EXISTING FLG FLANGE !l,l VAULT VENT FE FLANGED END e FL FLOW LINE TREE FM FORCE MAIN G GAS .. IRRIGATION CONTROL VALVE rN GATE VALVE "" CABUE TV PULL BOX GB GRADE BREAK GE GROOVED END " CORING LOCATION IP&T IRON PIPE AND TAG LT UEFT ® ELECTRICAL MANHOLE MAX MAXIMUM MJ MECHANICAL JOINT [!] ELECTRICAL PULL BOX MIN MINIMUM ~/////////;1 BUILDING NG NATURAL GROUND N NORTH ----EXISTING CONSTRUCTION NTS NOT TO SCALE NO NUMBER ----PROPERTY LINE OG ORIGINAL GROUND PE PLAIN END NEW CONSTRUCTION PROP PROPOSED ---Ct---CENTERLINE PB PULL BOX PIP PROTECT IN PLACE ----S----SEWER LINE RCP REINFORCED CONCRETE PIPE RET RETAINING -----w----WATER LINE RT RIGHT RG ROUGH GRADE ---G---GAS LINE SCH SCHEDULE s SEWER --E--ELECTRICAL LINE sco SEWER CLEANOUT --T--TELEPHONE LINE SMH SEWER MANHOLE SHT SHEET -CATV-CABLEVISION LINE SW SIDEWALK s SOUTH --SP--SPRINKLER SYSTEM SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -x-x-x-FENCE STL STEEL BLOCKWALL T TELEPHONE TC TOP OF CURB /.'},. 101 SURVEY CONTROL POINT w WEST/WATER 7.77 W/ WITH LEGEND I I NEW AC PAVEMENT L. -, • "] NEW PCC PAVEMENT PUBLIC WORKS DEPARTMENT MARINA PARK C-3897-C APPROVED: __________________________ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 APPROVED: __________________________ _ CITY ENGINEER/ DEPUTY PUBLIC WORKS DIRECTOR R.C.E. NO. 44223 DATE: ______ _ DATE: ______ _ ™ PAVEMENT GRIND & OVERLAY EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY NIGHT (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (949) 644-3717 (714) 962-2411 (714) 542-6222 (877) 749-2641 CD P.C.H. Isle e LOCATION MAP NOT TO SCALE Newport Ba.,,,,..------1 Par!< Balboa Island BASIS OF BEARINGS: ~ .... ,, ;■.,; FUSCOE CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) EIIGllt:El.1119 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, CITY OF NEWPORT BEACH STANDARD PLANS, LATEST EDITION. LOCATED AT http://www.newportbeochco.gov/index.ospx?page=275, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. N/A 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, sea, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION .. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. GENERAL CONTRACTOR SHALL ENSURE COORDINATION BETWEEN DRY AND WET UTILITY INSTALLATION TO MINIMIZE INTERFERENCE AT CROSSINGS 10. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SWPPP. 11. THE CONTRACTOR SHALL REGISTER THE PROJECT WITH "SMARTS" SYSTEM AS QSP. 12. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 13. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 14. IT IS THE INTENT OF THESE PLANS TO CONFORM TO COASTAL DEVELOPMENT PERMIT (CDP) NO. 5-10-229 SEE SHEET 2 FOR ADDITIONAL NOTES FIRE DEPARTMENT NOTE: VEHICLE PAVEMENT SHOWN ON THESE DRAWINGS ARE CONSTRUCTED OF MATERIALS THAT PROVIDE AN ALL-WEATHER DRIVING SURFACE AND ARE CAPABLE OF SUPPORTING A 72,000 POUND IMPOSED LOAD FOR FIRE APPARATUS & TRUCK OUTRIGGER LOADS OF 75psi OVER A TWO FOOT AREA. GROSS CUT GROSS FILL BALANCE EARTHWORK QUANTITIES 200 CY 5900 CY 5700 CY EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY SHEET NO. 2 3 4 5 -8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 CU1 CU2 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ SHEET INDEX SHEET TITLE TITLE SHEET NOTES DETAILS SHEET INDEX & DETAILS ROUGH GRADING PLANS (REFERENCE PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN PRECISE GRADING PLAN EROSION CONTROL PLAN DOMESTIC WATER DOMESTIC WATER SEWER PLAN SEWER PLAN & FIRE & FIRE PLAN PLAN STREET IMPV'T CROSS SECTIONS PLAN & PROFILE-18TH ST. STREET IMPV'TS-BALBOA BL. PLAN & PROFILE, BAY AVE HORIZONTAL CONTROL PLAN COMPOSITE UTILITY COMPOSITE UTILITY ONLY) AS-BUILT C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ -----------~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: TITLE SHEET MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET Q 1 OF 27 GRADING GENERAL NOTES GENERAL 1. All work shall conform to Chapter 15 of the Newport Beach Municipal code (NBMC), the project soils report and special requirements of the permit, and the requirements of Coastal Development Permit No. 5-10-229. 2. Dust shall be controlled by watering and/or dust palliative. 3. Sanitary facilities shall be maintained on the site during the construction period. 4. Work hours are limited from 7:00 Am to 6:30 PM Monday through Friday; 8:00 AM to 6:00 PM Saturdays; and NO WORK ON SUNDAYS AND HOLIDAYS per section 10-28 of the NBMC. 5. Noise, excavation, delivery and removal shall be controlled per Section 10-28 of the NBMC. 6. The stamped set of approved plans shall be on the job site at all times. 7. Permittee and Contractor are responsible for locating and protecting utilities. 8. Approved shoring, drainage provisions and protective measures must be used to protect adjoining properties during the grading operation. 9. Cesspools and septic tanks shall be abandoned in compliance with the Uniform Plumbing Code and approved by the Building Official. 10. Haul routes for import or export of materials shall be approved by the City Traffic Engineer and procedures shall conform with Chapter 15 of the NBMC. 11. Positive drainage shall be maintained away from all building and slope areas. 12. Failure to request inspections and/or have removable erosion control devices on-site at the appropriate times shall result in a "Stop Work" order. 13. All plastic drainage pipes shall consist of PVC or ABS plastic schedule 40 or SDR 35 or ADS 3000 with glued joints .. 14. No paint, plaster, cement, soil, mortar or other residue shall be allowed lo enter streets, curbs, gutters or storm drains. All material and waste shall be removed from the site. EROSION CONTROL 1. Temporary erosion control plans are required from October 15 to May 15. 2. Erosion control devices shall be available on-site between October 15 and May 15. 3. Between October 15 and May 15, erosion control measures shall be in place at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end of the working day, whenever the daily rainfall probability exceeds 50 percent. 4. Temporary desilting basins, when required, shall be installed and maintained for the duration of the project. 5. The contractor shall conform to the requirements of the project SWPPP. 6. The contractor shall register the project with "SMARTS" system as QSP. REQUIRED INSPECTIONS 1. A pre-grading meeting shall be scheduled 48 hours prior to start of grading with the following people present: owner, grading contractor, design civil engineer, soils engineer, geologist, City Building Inspector or their representatives. Required field inspections will be outlined at the meeting. 2. A pre-paving meeting shall be scheduled 48 hours prior to start of the sub-grade preparation for the paving with the following people present: owner, paving contractors, design civil engineer, soils engineer, City Building Inspector or their representatives. Required field inspections will be outlined at the meeting. GRADING FILLS/CUTS 1. Graded slopes shall be no steeper than 2 horizontal to 1 vertical. 2. Fill slopes shall be compacted to no less than 90 percent relative compaction out to the finished surface. 3. Unless superceded by recommendations in the project Geotechnical Report, dated September 6, 2013, all fills shall be compacted throughout lo a minimum of 90 percent relative compaction as determined by ASTM lest method 1557, and approved by the soils engineer. Compaction tests shall be performed approximately every two feet in vertical height and of sufficient quantity to attest to the overall compaction effort applied to the fill areas. 4. Areas to receive fill shall be cleared of all vegetation and debris, scarified and approved by the soils engineer prior to placing of the fill. 5. Fills shall be keyed or benched into competent material. 6. All existing fills shall be approved by the soils engineer or removed before any additional fills are added. 7. Any existing irrigation lines and cisterns shall be removed or crushed in place and backfilled and approved by the soils engineer. 8. The engineering geologist and soils engineer shall, after clearing and prior to the placement of fill in canyons, inspect each canyon for areas of adverse stability and determine the presence of, or possibility of future accumulation of, subsurface waler or spring flow. If needed, drains will be designed and constructed prior to the placement of fill in each respective canyon. 9. The exact location of the subdrains shall be surveyed in the field for line and grade. 10. ALL trench backfills shall be compacted throughout to a minimum of 90 percent relative compaction, and approved by the soils engineer. The Building Department may require coring of concrete flat work placed over untested backfills to facilitate testing. 11. The stockpiling of excess material shall be approved by the Building Department. 12. Landscaping of all slopes and pads shall be in accordance with Chapter 15 of the NBMC. 13. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine if any stability problem exists. Should excavation disclose any geological hazards or potential geological hazards, the engineering geologist shall recommend and submit necessary treatment to the Building Department for approval. 14. Where support or buttressing of cut and natural slopes is determined to be necessary by the engineering geologist and soils engineer, the soils engineer will obtain approval of design, location and calculations from the Building Department prior to construction. 15. The engineering geologist and soils engineer shall inspect and test the construction of all buttress fills and attest to the stability of the slope and adjacent structures upon completion. 16. When cut pads are brought to near grade the engineering geologist shall determine if the bedrock is extensively fractured or faulted and will readily transmit water. If considered necessary by the engineering geologist and soils engineer, a compacted fill blanket will be placed. 17. The engineering geologist shall perform periodic inspections during grading. 18. Notification of Noncompliance: If, in the course of fulfilling their responsibility, the civil engineer, the soils engineer, the engineering geologist or the testing agency finds that the work is not being done in conformance with the approved grading plans, the discrepancies shall be reported immediately in writing to the person in charge of the grading work and to the Building Inspector. Recommendations for corrective measures, if necessary, shall be submitted to the Building Department for approval. DOCUMENTATION 1. An as-built grading plan shall be prepared by the civil engineer including original ground surface elevations, as graded ground surface elevations, lot drainage patterns and locations, and elevations of all surface and subsurface drainage facilities. He/she shall provide written approval that the work was done in accordance with the final approved grading plan and stale the number of yards of cut and/or fill moved during the operation. 2. A soils grading report prepared by the soils engineer, including locations and elevation of field density tests. Summaries of field and laboratory results and other substantiated data and comments on any changes made during grading and their effect on the recommendations made in the soils engineering investigation report. He shall provide written approval as lo the adequacy of the site for the intended use and completion of work in accordance with the job specifications. 3. A geologic grading report prepared by the engineering geologist, including a final description of the geology of the site, including any new information disclosed during the grading and the effect of same on recommendations incorporated in the approved grading plan. He/she shall provide written approval as to the adequacy of the site for the intended use as affected by geologic factors. CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG CONSTRUCTION NOTES AND QUANTITIES QNTY UNITS (i) CONSTRUCT 6" CURB ONLY PER CNB STD 182-L, lYPE B. COLOR PER LANDSCAPE PLAN. 8940 G) CONSTRUCT 6" CURB & GUTTER PER CNB STD-182-L, lYPE A, COLOR PER LANDSCAPE PLAN. 860 G) CONSTRUCT 7" THICK, FIBER REINFORCED CONCRETE PAVING W/ lYPE Ill FIBER REINFORCEMENT OVER NATfv'E SAND COMPACTED PER DIRECTION OF SOILS ENGINEER. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. 47050 SEE lYPICAL SECTION DETftJL D/3. USE F'C-2500 PSI © CONSTRUCT OPENING IN CURB FACE FOR FLOW THROUGH. SEE DETAIL A/3. WIDTH PER PLAN. 23 ® CONSTRUCT PCC WALKWAY PER CNB STD-180-L. COLOR. FINISH AND SCORING PER LANDSCAPE DWG'S. 31600 WIDTH PER PLAN. ® CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE DWG'S. 1 (j) CONSTRUCT PARKWAY CULVERT lYPE "C" PER CNB STD-319-L 4 ® CONSTRUCT ACCESS RAMP PER DETAIL NOTED. 10 ® CONSTRUCT CONG. MOW STRIP PER LANDSCAPE DWG'S. @) CONSTRUCT 12" DIA, SDR-35, PVC CONNECTING PIPE UNDER WALKWAY. SEE PROFILE D/4 20 @ CONSTRUCT 6" WIDE TRENCH DRAIN ADJACENT TO BULKHEAD CAP BEAM PER PLAN & PROFLE ON J/3. ACO DRAIN, K100S TRENCH DRIJN W/STAINLESS STEEL PERFORATED GRATE (LOAD RATE 'C') SYSTEM OR USE 139 EQUIVALENT. INVERTS PER PLAN. @ CONSTRUCT 6" PVC, SDR-35 DRAIN PIPE. INVERTS PER PLAN. USE NATIVE SOIL FOR BEDDING. 400 @ INSTALL STORAGE/INFILTRATION CHAMBER PER MANUFACTURES DIRECTION. CHAMBERS OR EQUIVALENT. INVERTS PER PLAN. SEE DETAIL AN/XX USE 'STORMTECH SC-740' 85 @ INSTALL CONG. PAYERS PER LANDSCAPE DWG'S AND MANUFACTURES RECOMENDATIONS. GRADES PER PLAN. 3750 ® INSTALL 6" DIA. ATRIUM STYLE DRAIN INLET. USE NOS 90S OR EQUIVALENT. VERIFY COLOR WITH LANDSCAPE ARCHITECT BEFORE ORDING GRATES. 15 @ INSTALL 4" PVC, SOR 35 OR SCH-40 DRAIN PIPE. INVERTS PER PLAN. 100 @ INSTALL 8" PVC, SOR 35, DRftJN PIPE, INVERTS PER PLAN 75 @ CONSTRUCT MODIFIED 6" CURB & GUTTER WITH EXTENDED DEPTH PER CNB STD-182-L, lYPE A AND DETAIL E ON SHEET 3. - @ CONSTRUCT 6" CONCRETE @ CONSTRUCT DECOMPOSED GRANITE PATHWAY PER LANDSCAPE DWGS. WATER FACILITIES CONSTRUCTION NOTES @) INSTALL 8" RWGV PER CNB STANDARD SPECIAL PROVISIONS, VALVE ANCHOR PER CNB STD-510-L AND VALVE 3 RISER PER CNB STD-511-L ® NOT USED - ® INSTALL 3" PVC, SCH 40 WATER PIPE. - ® INSTALL 2" PVC, SCH BO WATER PIPE. - ® INSTALL FIRE HYDRANT ASSM. PER CNB STD-500-L. STAINLESS STEEL BOLTS FOR CONNECTION. USE CLOW FIRE HYDRANT, EPOXY COATED FITTING W/ 3 ® INSTALL 4" DCDA PER CNB ST0-517-L, WITH 4" RWGV AND 16" X4" OIP EPOXY COATED AT MAIN LINE. &2 ® INSTALL 8"X8"X4" DIP TEE. ~ -INSTALL THRUST BLOCKS PER CNB STD 510 L A. 1 ® INSTALL 4" PVC, C900, CL-150 PVC WATER PIPE. TRENCHING AND BEDDING PER CNB STD-106-L. W/ ? . . 550 COPPER TRACING WIRE. ' ® INSTALL 4" DIP, 90' BEND. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. \ /5\ 6 ® INSTALL 2" WATER SERVICE, METER BOX & METER PER CNB STD-503-L. 7 @ INSTALL 2" RPP BACKFLOW ASSM. PER CNB STD-520-L-A. OMIT PCC PAD. 7 ~ 16"X8" DIP TEE. THRUST BLOCKS PER CNB STD-510-L-A. 1 @ INSTALL 8" C900, CL-150 WATER PIPE. TRENCHING AND BEDDING PER CNB STD-106-L. 1B5 @) INSTALL 2 1/2'' PVC, SCH 80 WATER PIPE. 1 @ INSTALL 16" BUffiRFLY VALVE PER DIRECTION OF CllY WATER FIELD ENGINEER. 2 @) INSTALL 3" PVC, SCH BO WATER PIPE. 1 (\ . r--@ INSTALL 4" PIV PER CNB FIRE DEPT. REQUIREMENTS. ~ 2 .& . . . . . . . . . . . . ' @ INSTALL 4" 45· DIP BEND. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. 6 \. . (4B) REMOVE EXIST. FH, VALVE AND FITTNG AT 16~ M . ~AC[ BLIND FLANGE AIFlTTING. - @ INSTALL 2" PVC, SCH BO WATER PIPE. (50) INSTALL PVC, SCH 80 WATER PIPE. SIZE TO MATCH PLUMBING DWG'S. (5i) INSTALL 16" FLEX OR TRANSITIONAL COUPLING, LONG BOOY SlYLE, EPOXY COATED. USE 316 SS BOLTS. 4 (52) INSTALL 16" PVC, C905, CL 235 WATER PIPE W/BELL JOINTS. TRENCHING & BEDDING PER CNB STD106-L. 453 (53) INSTALL 2-WAY FDC. USE GUARDIAN MODEL 6224 OR EQUfv'ALENT. 1 (s4) INSTALL 16"x6" DIP TEE. THRUST BLOCKS PER CNB STD-510-L-A. 2 (55) INSTALL FIRE HYDRANT ASSM PER CNB STD 500-L. 1 (56) INSTALL 8"x6" DIP TEE. THRUST BLOCKS PER CNB STD-5140-L -A. 1 -I • @i . . . . . . . . . . . . . . . . . . . . . . . . . . fi\ NOT USED ------. . ~ . . ~ . . . . . ~ ~ . . . . . ~ . . . . . . , ., ® NOT USED - ® NOT USED - ~ @) NOT USED - ;; @ INSTALL 6" DIP. TRENCHING AND BEDDING PER CNB STD-106-L. W/ COPPER TRACING WIRE. 34 @ INSTALL 6" DIP, 90' BEND. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. 3 '-. • A A A A -'-.../ A A A A • • A A • • • • A • ------ ',. QUANTITIES SHOWN ARE FOR PER~IT PURPOSES ONLY. ------. ------------ BASIS OF BEARINGS: ~ .... ,, ;■.,; FUSCOE BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. EIIGllt:El.1119 LF i' • LF I SF EA • SF • • EA EA • EA ; LF • LF • LF • • LF LF SF • • EA ; LF .. • LF LF EA - - - EA . -rs EA l t.A ' LF I I EA EA EA EA LF EA EA EA . • - EA '' ' EA I EA LF EA EA EA EA ... L( • , .. J -~ • EA ' EA ' ffi EA J • ' • LF ' • EA ' • A • • ; • --} - 12/05/15 ELEV.= 7.142 FEET (NA.VD 88, YEAR LEVELED 1989) MARK NERO, P.E. RCE B0066 EXP. 09/30/16 PUBLIC STREET IMPROVEMENT NOTES CONSTRUCT ROADWAY PAVEMENT SECTION: AC: ADD 1 • TO EXISTING SECTION THICKNESS. BASE: SUBTRACT 1" FROM EXISTING BASE THICKNESS. SOILS ENGINEER TO VERIFY SUBGRADE COMPACTION BEFORE PLACING MATERIAL. CONSTRUCT 6" P.C.C. CURB & GUTTER, lYPE 'A', PER CNB STD-182-L. CONSTRUCT 6" P.C.C. CURB ONLY, TYPE 'B', PER CNB STD-182-L. CONSTRUCT P.C.C. SIDEWALK PER CNB ST0-180-L. CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L, CASE PER PLAN. 121 CONSTRUCT P.C.C. COMMERCIAL DRIVEWAY APPROACH, lYPE II PER CNB STD-161-L. WIDTH 'W' PER PLAN, ~ R-10.0', @) NOT USED 67 CONSTRUCT MID BLOCK BUS TURNOUT lYPE 1 B PER OCTA GUIDELINES -FIGURE 20 r.;;,, REMOVE & RELOCATE STREET LIGHT TO LOCATION SHOWN. EXTEND CONDUITS AND CONDUCTORS TO NEW ~ LOCATION . 69 RECONSTRUCT EXIST. CATCH BASIN PER DETAIL SHOWN HEREON. rc;;:;-.. CONSTRUCT 7" THICK, FIBER REINFORCED CONCRETE PAVING W/ lYPE 111 FIBER REINFORCEMENT (SEE GENERAL v_::; NOTE NO. 9) OVER NATIVE MATERIAL COMPACTED PER DIRECTION OF SOILS ENGINEER. SEE lYPICAL SECTION DETAIL 0/3. SEWER CONSTRUCTION NOTES @) NOT USED @ INSTALL SEWER LATERAL CONNECTION, lYPE 'A' FOR 6" BLDG SEWER PER CNB STD-405-L. @ INSTALL CLEAN OUT TO GRAD~ AT BLDG POC OR WHERE INDICATED PER CNB STD-400-L (MODIFIED). USE @ INSTALL 6" PVC, SDR-35 BLDG SEWER. @ RESET EXISTING MAN HOLE RIM TO ADJACENT GRADE. @ CONSTRUCT CONG. RING 8" WIOE X 8" THICK AROUND MH RISER. @) NOT USED @ INSTALL B" PVC, SDR-35 BLDG SEWER ADDENDUM 4 NARRATIVE: 9. QUANTITl ES UPDATED ADDENDUM 6 NARRATIVE: 19. REVISED GRADING ALONG EAST FACE OF BLDG-1 NO. 80066 EXP. 09/30/16 20. REVISED ELEVATIONS AT PLAYGROUND AREA 21. ADDED CONST. NOTES 61 & 62 FOR 6" DRY FIRE LINE TO MARINA. APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ AS-BUILT 28310 SF 535 LF 85 LF 4560 SF 900 SF 800 SF & 855 SF EA EA 6450 SF 4 EA 4 EA 217 LF EA EA 336 LF C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhda.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox.949.474.5315 www.fuscoe.com ~ \, ID ..c u a.. 0 (l) a::l t {D 0 a. ~ ~ (l) z • ~ CD REVISIONS DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: NOTES MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 02 OF 27 CONCRETE PAVERS BUILDING ,._l•-----------t------------------<• CONCRETE I NO. 2 FF=10.BO PLA 211 SA/ID 5"-6" BELOW THE FS BUILDING NO. 1 FF=/0.BO BUILDING NO. 2 FF=/0.80 SECTION SCALE 1 "=4' SECTION SCALE 1 "=4' 4" UP SECTION SCALE 1 "=4' SECTION SCALE 1 "=4' CONCRETE PAVERS SA/ID CD CONCRETE 211 - G) CONCRETE PAVERS NATIVE SAND COMPACTED PER SOILS REPORT Pl.ANTING MATERIAL 1.5% PROPOSED CDNC. DEEPENED EDGE OF CONCRETE WALKWAY WALL PAno SECTION SCALE 1 "=4' 4" UP ELEY. PER Pl.AN SECTION SCALE 1 "=4' DRAIN OPENING J.7% LANDSCAPING SECTION SCALE 1 "=5' D D c ( 9.707G 9.33'/NV -K01 ~·-· ·~· -· ~·-· CD 2% SIDEWALK ([) \ ' I -K1 4• UP FENCE £XIST. BULKHEAD WALL NATIVE SAND COMPACTED PER SOILS REPORT BUILDING NO. 1 FF=I0.80 Pl.ANTING MATERV.. NATIVE SAND COMPACTED PER SD/LS REPDIIT PROPOSED SAND BEACH PARKING LOT £XIST. BULKHEAD WALL SECTION SCALE 1 "=5' 1--P/L I G) r-.. / \. / BLACK DETECTABLE WARNING SURFACE PER CITY STD. (TYP.) 7.0' )/ t-'_o., 000,., 000 '" - o_o .. o'o:"o"oo;ovo =-~ i Q-,Q_< 000 ."lOOO ~ ~ -"--" 0000 ~ o·, t--~=:::l:::::=::::=::p~~:~~~~=======;i ---------- Tr 9.40 TC/ '~-.4~(C on TC/ I _1,,,/ l..,g,HJ .. .f.li__J o" CF '--ll.40-1'$J r PA~'EMENT PER LANDSCAPE DWG'S ii 9.o· s.o· 9.o· I 21.a· - , "' 7. i.o_ 3.1 000 <"I n, '~:fa fS Q_,n TO / / r I o· cF V DETECTABLE WARNING - SURFACE PER CITY STD. 9.0' o.6J TC 9.13 FS CU~B_f~CE VARIES ~ 9.o:, 9.0' , 9.40 D" CF 7.0 I 6" CF 1 ' PER PLAN 1' 6" CF TRANS. CURB TRANS. OPENING O" CF O" CF CURB OPENING DETAIL NOT TO SCALE \._,/ JT JT JT JT ----JT- EXIST. BULKHEAD WALL TRENCH DRAINl RA/UNG 0.33' ~3/B"R 4 • BULKHEAD WALL · INDICATES COMPACTED NATIVE SAND PER SOILS ENGINEER /NO/CATES PLANTING MATERIAL PER LANDSCAPE DRAWINGS PAVEMENT SECTION DETAIL NOT TO SCALE (D w "' u :::, <( U LL CONCRETE CURB CONC. PAVING : ... -DEEPENED CURB AND GUTTER SECTION 'E' NOT TO SCALE '-3 / C> "' oi .... 9.19 TC B.69 FS R/W -ACCESS RAMP & BLDG ACCESS ' 6 ' SCALE 1 "=5' LL ___ __,_"...<JRa I E OVER FIRE HYDRA T LATERAL ,, ~ ~ i-BLACK ETECTABLE f gi WARNIN SURFACE ___ _,_-+,g T PER Cl STD. (TYP. TRASH ENCLOSURE 8 SCALE 1 "=5' 3 • 9.41TC ■ 8.9/FS ■ • • • 6.8' ACCESS RAMP SCALE 1 "=5' 4.58' VSIGN 12" WIDE BORDER GROOVING PER CBC 1127 B.5 7 3 12.56' 55.00' 12.00' 55.00' 16.47' PLANTER 8.10' 5.10' EXISTING CURB & GUTTER 5 INFILTRATION SWALE (SEE DETAIL R/4) 3.0 ' PLANTING ~ MATERIAL DETAIL "A" N.T.S. 1 SECTION COMMUNITY CENTER ~--FF=10.BO - • 00 CJ) CONSTRUCT 6• CURB ONLY PER CNB SID 182-L TYPE B. COLOR PER lANDSCAPE PLAN. 0 0 CONSTRUCT 6• CURB & GUTTER PER CNB SW-IB2-L, TYPE A, COLOR PER WIDSC.APE PLAN. CONSTRUCT 7• THICK, FIBER RfJNFORCfD CONCRETE PA\IING W/ TYPE tH RBER REINFORCEMfNT OVER NATIVE SAND COMPACTED PER DIRECTION OF SOILS ENGINEER. COLOR, FINISH AND SCORING PER lANDSCAPE DWG'S. SIT TYPICAL SfCTION Dfr;JL D/J, I/Sf r,~2500 p,i @ CONSTRUCT PCC WALKWAY P£R CNB STD-18D-L. COLOR, RN/SH AND SCORJNG PER LANDSCAPf DWG'S. W/D1H PER PIAN, , I ' SCALE 1 "=20' t'l D "' ;:i; C> -~ "' ... ~ "' - Si "' "' - 8.52 FS 00 .... ... ..., -9.68'TG JT --c'9.744"'TC=--c--1 JT fl" er-JT >------JT ----JT -+-- 8-94FS ~ ===+===1·,~0;;10;<\o o~o o·~·ociot,-<h. I loo o o o o:fooooooO'o'· !000000000000000, 00000000000000000 ! O" CF 00000000000 ('!; 0000000000000 00 0000000000000 o 0000000nnno00000 ·•o ~1~ • BLACK DCTECTABLE WARNING SURFACE PER CITY STD. (TYP ~-6" CF o· CF E BORDER GROOVING 1127 8.5 ACCESS RAMP 9.68 FS 9.68 FS 12" WIDE BORDER G DOV/NG PER CBC 1127 B.5 9.60 FS BLACK DCTECTABLE WARNING SURFACE PER CITY STD. (TYP.) r: 0000000·0·0-0"'0"0"0: 00 0000000000000 ~0 00000000000~, ,~1 00000000000-01 ., 000000000"~0 ~~·00000000~~000 00 0000000 0000 1, '============ oo 000().,o l_/p·=-A-A.,.K 9.70TC 9.20FS B.97 TC O" CF 7.0' SCALE 1 "=5' O" CF 8.0' ACCESS RAMP SCALE 1 "=5' ~ .... "' ..., - 9.70TC 9.20FS 3 BLACK DETECTABLE WARNING SURFACE PER CITY STD. (TYP.) 04 T 8.54 FS .OD TC a• CF 12" WIDE BORDER GROOVING PER CBC I 127 B.5 9.0 8.52 FS ADDENDUM 4 NMRATTVE: 10.. REVISED FS ELEV NEAR SEAWALL AREA ~ 9.707G 9,707G ' "i 9.70'TG " 9.70'TG 9.70'TG ' 9.64'TG \1 ' ,, ' '-. I \ 9.62'TG ~ 14.. REVISED PL LOCATION I I ~ I I I I I I I I I I I I I I 9.15'/NV ~ROOF DRAIN 8.96'/NV I K9 ~ 9.15'/NV / K01O-K10 INDICATES ACO K100S PART NUMBER. ~PART NUMBERS ARE CONSECUTIVE UNLESS INDICATED OTHERWASE. K1 L-~ \ 8,96'/NV 9 K020 K20 CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG TRENCH DRAIN PROFILE J SCALE 1 "=5' 3 BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) ~ .... ,, ;■.,; FUSCOE EIIGllt:El.1119 MARK NERO, P.E. RCE 80066 I I I 12/05/15 EXP. 09/30/16 I I NO. 80066 EXP. 09/30/16 I 8.78'/NV I I /2J.74'/NV I B.70'/NV /~ K29 -K030 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: _______ _ l 0 I'/) (.0 ~ I co 0 I'/) ~ C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR Rabb~n/He.EH1an aes1 _yn orr1ce l.mldacape An:hllictura Mcmter Plannllg Urban Deal 92663 ..J " +-G) V) C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS .c u 0 (l) a::l t 0 a. ~ (l) z DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: DETAILS MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET Q3 OF 27 J I I I 12' WIDSCAPE 1.: > < '-.. '-.. '-.. '-.. I SHEET16 7 '-.. '-.. ---------- - ~------~=-= ----BAY AVENUE --.;;;;;,,,~_,-- - -_,_"'---,1- =--==---=-:::__ I _ ~ 1• ~ __ ,..__ -zc::::::::::__ C/L I l'PCC 6' 14' 12' 14' --------7 1• XI I 1--'. (/J Sf0£WAI.I( LANDSCAPE MJSCN'£ I-" !pi r 1 SHEET15 SHEET12 PROP. PARKING _w_T--ir---===---ii!Lr-----j/-----::;::-n-------,-JJn--11--P-RO_P. PARKING LOT _j i VILELLE r '---.1---"1 ------=--'=!-!+-''---l" PROP. 6" CURB & GUTTER PER CNB STD-182-L, lYPE A. PROP. 6" CURB ONLY PROP. 6" CURB & GUTTER PER CNB STD-182-L, lYPE A. - -PLACE ~ .. ~:~e,~r.JUJ ____.d~ ¥ I f I • SECTION B SCALE 1" -10' 4 I I I I 1t I 1 .1 )(. I I I I I - - ------- WORIC ur,ur LI\E. 7.6 1.1 1.1 I I ...J ., ____ I ___ _ SHEET14 s EET13 I SHEET 11 $ - - 1.• 7.6 -,c.1.4 O• ., a EE DETAIL 6 ON SHEET 3 $ $ ------'------------- ,I SHEET10 • • I ~7,•P-----~---____.,..';;;~..,. ___ ,._-'--• I WORK ITUN • I I _l • • SHEET 9 ( . ., I < .• 6 "-" ' ., W EST BALBOA --:Jt~~ARD ., 9~ ;;-:: f ="4 7 -;'--\' +--ttll-1 I )(1,4 _____ ..,..._ ___________ _,.7~-•~-------'-·'-------+-\ I -~~ • --nr,rr'~ ----:;,::__ SECTION J SCALE 1" -5' 4 R/W I I 1--'. (/J I ~ I~ I 0 7.1' I o::1---.------------------------------------------------1-:..:..::_--1--=----4--1--=---119.8' 7.8' 6' 1.7' <( ~ 7" CONCRETE AT BOTH DRIVE AISLIES P.A. CONC. EX. RAILING f-0 _J v1 ~::) w <( 0 7" PCC 81.9' 1' PLANTER MEDIAN 26' SIDEWALK DRIVE AISLE 2% MIN. ~s:~m~m:L=cff=Jr';fl==bJf';;;';:;=;=';=.;::';::;:=':;=;::;::=~~;;;;~~;;=;~;:;:;~;:;::.:~~~~~~~~~~~~~~~t7;;,;;,:;:~=r.~JT;;i~7~r -~ ~ = ~ --~ ~ ... ~·.~•.:·,:-~··. · ... :: ·.-· .... .-,-.:'·? :.,_,· .. ./· ~:.:_,:"c,:;.,:·..:·.;r.,-•: .. ;:, "I,'_, • _.-..... ,.,_. ,: .: .. ~: .... •;. '. ,_ \: ••• ~~-•• ·:: ·•-,i., •.· :•-•--, _,. .. , ~ -.-.~,.---.• ·: _:,-·:--··· .. ;.·. ,,. ::.:·-.. .-:. c:·:.::J.:.:-.• ;:_• .. :;. • .-~:..--.,: . .-.· ~-;:· .. ::/; _-;.-.•.:;:". .•• ,, r· ·:·,,. _ _. •• _..:,•;.->~ .f.'./_; /.' ;~.:;'.;. ' ----- NATIVE SAND _/:oo ~ J ------ 6' PLANTER MEDIAN 8' WIDE CONC. ,____-~+---8_' _CO_N_C_. _ (COMPACTED) SCE & TEL CONDUITS I ;,, (£);:AJ--1<; ~ _- CROSS GUTTER CROSS WALK PROP. 16" PVC WATER MAIN I _ -_- 3.9' FS TO TOP OF PIPE. L-~-_-_-8" VCP SS ANCHORS. PROTECTION OF THE TIE BACK ._.,-INVERT EX. BULKHEAD WALL FLOATING DOCK LIMIT OF EXCAVATION OVER TIE BACK_/ C ~ ~~--MAIN 3.9' STRUCTURES AND STRUCTURAL INTEGRllY IS EX. TIE BACKS l~BJ~~----------THE RESPONSIBILllY OF THE CONTRACTOR. ANCHOR WALL DEPTH PER __ 1 ~ PROPOSED SIOEWALK 12.5'± INFILTRATION ~ SWALE CURB W/ OPENING PARKING r.il-'=Aco,REA INFILTRATION SWALE R SCALE 1" = 5' 4 CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG BULKHEAD PLANS BY MOFFATT AND NICHOLS BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ~ .... ,, ;■.,; FUSCOE EIIGllt:El.1119 CJL f;ANDSCAPE I s)w I f;ANDSCA_PE I• 5' : • 5' , 5' ~-~ .. r \ 12" PVC SDR 35 BALANCE PIPE \,, II 0c' " ;, "-a , ~ cc, 12/05/15 l;:' . ~ NO. 80066 EXP. 09/30/16 PROFILE D SCALE 1" -1 o· 4 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ I 1--'. (/J ~ I 10 ,-.. I I D )( B.4 s.a )( )( 9_S )(. Q.S )( ~0.2- 0 I ••• • •• 50' o' 25' 50' SCALE: 1" = 50' C-3897-C AS-BUILT ELEV.= 7.142 FEET (NAVO 88, YEAR LEVELED 1989) MARK NERO, P.E. RCE 80066 EXP. 09/30/16 AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ C: 0 -II. 833 Dover Drive Newport Beach, CA 92663 (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 ° lox949.474.5315 www.fuscoe.com ~ \, ID a.. ·-- REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SET SUBMITTAL ,& ADDENDUM 3 & ADDENDUM 4 ~ DELTA 5 & DELTA 6 AS-BUILT PACKAGE 3 ,0 DATE 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLESHEET INDEX & DETAILS MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET Q4 OF 27 II l'Nf.a'--1(11 •• --{ ' _41,~~ II 1' 111 I I ', 111 111 111 I -- 77 BAY AVENUE ---------- n ' I I I I ' ' I I I ' -______,__,_____ • I I I -------------- •• I I I N 1-w w :I: en -------w -w ------en ----l w I ( NOTE TO CONTRACTOR: THE BERM SHALL BE MAINTAINED AND REMAIN IN PLACE DURING CONSTRUCTION OF THE BAY ST. WALL. AFTER COMPLETION AND ACCEPTANCE OF /HE WALL THE MATERIAL IN /HE BERM SHALL BE USED TO BACKFILL BEHIND THE WALL. THE ASTERISK NEXT TO THE FINISH GRADES ADJACENT TO THE WALL INDICATE FINISH GRADE AFTER FINAL BACKFILL IN PACKAGE 3. n---...,... r ~ ~ _ INDICATES CONTROL POINT NO. _ INDICATES CONTROL POINT ELEVATION (NAVO 88) ----r I .-, - ' ' 'i j J I _,,,_ EXISTING CONDITION LEFT AT COMPLETION OF PACKAGE II - MARINA/ DREDGING FOR REFERENCE ONLY 20· o· 1 o· 20· SCALE: 1 " -20' ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 833 Dover Drive Newport Beach, CA (949 )548-3459 www.rhdo.com 92663 EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com C: 0 IO ID a_ ·--~ CD REVISIONS 3RD PERMIT SUBMITTAL AS-BUILT DELTA 5-PAD LIMITS DELTA 1-PAD ELEV PACKAGE 2 DATE 09/20/13 12/05/15 04/15/14 01/07 /14 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 09/20/13 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3897 TITLE: PACKAGE II ,~==---------TlliBA~S~1sJo~F]B~EAAfR~IN~G~S~: ---------------Ti=-~"•i••1------------=~~;;:-7,----------------------7 ROUGH GRADING PLAN ~-FUSCOE MARINA PARK CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) IIIGIIIIIIIG 12/05/2015 MARK NERO, P.E. RCE 80066 EXP. 9/30/14 ~o. 80066 EXP. 09/30/14 AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR CIVIL IMPROVEMENTS SHEET: 5 27 REF. SHEET 1 OF 4 RG -------------------------~------------------------------------------------------'•·•-------------, .. , ----------------------------------- - - - --- ----(<,D)-- - --- --~ --~ ----------~--------=---~---=---~---=---__ -_ --=-----=---- - - -------------+-----------I 4.0 _, -. -----------(5,D) ----------------(6,D)--------------------" ---(6'D)-- - - - - - --- -- -- -----.,!,--'-, "v .,_1_,A_,-+1--,,-·,,-------=-:_ - r--=-.I = ~ +-L -= = v = ~ ~ ___; = = I= = -v-= =x-= v = ~ _ --v BERM=•2L I= = -v-= =.£ =~ ---9 - - - - - - -___l __ t-~ '---. - -r (6,0) .::::--=--= !__ --L - - - - -_J --- - - - -__L - - - - -ifBERb.-~ ~-----d-=---=---(7,01-~ -__L - - -- I I ' ,..--_I -9,0 ::__,:-----) BEACH -F = _ ,..----...__ __ / 9--:-= ---- , ~ 10"'2= _ - \ __,,(7·.oY ;;,---...;:: --=--=-~ ----.. ---'7 'x '-{. I' \ 9.5 1/ --------~=--==--=-=-----+--""-9.5"----'"-'-':1.1.<.Jl,L_ __ \ \ ---(G.D)--/ I FF=10.30 ~ { ----------- / __ \ PAD=6.64 r J L -_____ _..-'-/ I II : t '------~>'-1 l/Mlf OF PAD \ _ /" 'I; I -/UNDERCUT l I II i ___ ----L __ I • • ---~ • 1' I~ uwroFPAD l I ~ ~ :I VUNDERCUT ,:\\ u~ I I-~t;l 11 GIRL SCOUT HOUSE PAD / FO NCE ONLY 9.0 9.5 9.0 I I I IB--, , "~ II I ~Ul,//T OF PAD , "' 11: . ------... I .,......_ FF = t o. 00 ROUGH GRADE 1 :I: \ --l-!-1---1!-I I---"~~ PAD = 8. 17 ~,__-J/1__/ ~ \ I :1 &_,,_"---'""--"-,-,J ---- SEE ROUGH GRADING PLANS PACKAGE 2 I w w en w z ...J :I: u ~ ~ VI LELLE 11 : I • • l r I II I - - - - - -/\ I • ----) t-,.._ ---! (/)1 \ --- 1 \ l:C ll-1 10J I~ "' 'o 55' X 55' AREA FOR RELOCATED PALMS AND HOLDING BOXED MATERIALS PER PACKAGE 1 I I I ltl"-----1--------.v-,'rn,_ _____ ,_ __ ~ I I I I I I I I PACKAGE 2 ROUGH GRAD£ AREA ---/ t';, · C' -J :''.·1 • / ,- L. i • ._:::, I I -I :~. 0 i.-\ w I ~ I I I w z ...J :I: I l - - - - - - - - - - - - - - - -I ·,..._, , :_,1 , •• _.• _..--"\ ll-=cd""===l'~-c._ss~-=:.c:--~ee "~ --"--~~=-~~-=~====--~'=-=~--~=c"»-=-=~-=----"'"~-===~~~=---"'---=--~~~""="'-,,,,==-===-~"""~===--~=-"'=""'=-=~~=y;(""-~~=-=~~"~~~-=--=-_.,"_-=-~=-1 -i.:;J:....:t;d=~' ~:..:'.:/=111";~~---="-~~~~~=~GA~s~,.,;;',_i;,;-_GAS +---~ 1~-~~Dl-O -=--_GAS_.=-IS-'\J-D~PA_s --=-_-1~.~~DI-0 --f2-LA --GAS --GAS ~--GAS --GAS --GAS --GAS -~-<--t---GAS --GAS --GAS --GAS --+- 16'\,'6 -ROJECT roici'uNE I - --l~DIP --- ------- _, ___ , __ T---1 - - T X r C T---T-- -T-- -T-- -T-- -T-- - T L -'L ..L _!L ..L .JL CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG 1------1-X1-,---_,.__--,---:x:-~-_j_----~-/'===>t::=5<~==~ie::=='4° _L _L C/ :, ,.><_ ,:._., ,. , <[ /j BQµL£¥AR r 9 T 7 r T X X 7 1 0 X z.:::::___ 7 r T 7 --T-- -T-- - T --T-- -T-- -T-- -T-- -T-- - T ::.L _!L ..L _IL J... _/L ..L .JL -' BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. IIIGIIIIIIIG T 12/05/2015 ELEV= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) MARK NERO, P.E. RCE 80066 EXP. 9/30/14 ADDENDUM 4 NARRATIVE: 12. RG Reference updated per Package II, Delta 5 20· o· 1 o· 20· SCALE: 1" -20' NOTE: ELEVATIONS IN PARK AREA AR[ APPROXIMATELY 8" BELOW FINISH GRADE ELEVATIONS TO ALLOW FOR FUTURE SOIL AMENDMENTS. EXISTING CONDITION LEFT AT COMPLETION OF PACKAGE II - MARINA/ DREDGING ~o. 80066 EXP. 09/30/14 FOR REFERENCE ONLY AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR C-3897 ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 833 Dover Drive Newport Beach, CA (949 )548-3459 www.rhdo.com 92663 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com C: 0 IO ID a_ ·--~ CD REVISIONS 3RD PERMIT SUBMITTAL AS-BUILT DELTA 5-PAD LIMITS DELTA 1-PAD ELEV PACKAGE 2 DATE 09/20/13 12/05/15 04/15/14 01/07 /14 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 09/20/13 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PACKAGE II ROUGH GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: 6 27 REF. SHEET 2 OF 4 RG I ------------------------------------------------ ------------------------ --1-- - - --~ - - - - - - - --· - - - - - - 9.0 BEACH 10.0 I I 10.0 ---t ~ -___ --__ -----7 I 1-- ~I :r: U) • ' X X -+ __ ·--./ c7J >~ l -1 i '. ~- X I I I - -,-, .---. < ·_,-~·, " _) '-" 6 ~ 0 - : ---- 1 -/ I --/ ----/ / I -------------__... / I -------L -----------------------/ ----------------------------I ---------------__.- 1------- 1 ---------------------------------1------~ ----~-------------------------------------______ : - -- - ' -----------------------------\,_ ------------------------------------------------'-----t-------- - - - - - - - - BEACH X . C: C· / ' JO\) C•1 \) 9.0 I I I. __________ _,, I p \ 4 ~ fAD=9.-9t---i nA'.-1~ -I --. I_ I "T ..I I I PACKAGE 2 R0UGHLG~D-~£-~~R-E~~---:--_, __ ~--:- 1 • -. ' 1~1 FF=10.80 - -'~IMITOFPAD :-1 1: --r:::.....-rLINDERCl.lr--1-!I' ___ !_ ___ I_ ___ J_j_ __ :_ PAD=10.05 EE '._,, BULKHEAD Tit BACK PACKAGE 2 MARINA BASIN PLANS BY MOFFATT NICHOL PROPOSED MARINA BASIN EE 0 koTFCT IN /fl.AC[ ~--1 M-AU. LC '-'OONS) \ I i-. ·._-' , I I U I I I )( t----x-------x-------x-------x-------x---------' X . n r;:, >----->~P -~---< -------x------,-,---x--~----x-------x-------x * * * * 0 ' I I X I - - I V // lltt-tt ---+------------- 1 7 I EE I I 1 - EJ/IS1IIIG BW>ING iU:T, "' :..n 11W. J£ .::TECT W PlACf" \ \ ~~""·' ~~x~,., :::;;;;;2•~ \ ':j.J, . L__ 7 ' --1 -- - - - - - - - - - - - -' '-----u 10· o· 5• 10· 7_9 7 .7 ASPH 7_5 . , ~~=====S;1,~_=============== SCALE: 1 " - 1 o' , r 7 r T 7 r 0 ".; -,q • 0 -#:} 7r T 7r T 7r T 7r T 7, T 7 w I ' • . E E • v. \) .u T -___,_ - T T -r."=i"" -=, Li L\...:/ • " ·, ·--·• • a· J • .. -• -I • ~~~-f-]f :=:c. 3_~)4: +z._: -=---F·,•cf--1(~~i rt,--$·~· c ::::::;:::~' ----.---, i• 1 :.._ _,_, ___ __:::0 __ --+----+'-' ___ O:,e., • ( _J -T---T---T---T---T--_,.-·;_ --T---T---,~----=---,-=---=--=---,=--=-----=-,---=--=--,=--=-----=-,=----=----I_-"',~~-~L_ T-_ _,__ __ --~ ,,.,l ~ --.T ,T ~ T T~ \,__}J ' T I , EXISTING CONDITION LEFT AT ADDENDUM 4 NARRAVVE"; 12. RG Reference updated per Package II, Delta 5 I NOTE: ELEVATIONS IN PARK AREA ARE APPROXIMATELY 8" BELOW FINISH GRADE ELEVATIONS TO ALLOW FOR FUTURE SOIL AMENDMENTS. COMPLETION OF PACKAGE 11 -1.~~---,~~~;----------~,----~~,-------------=-c-=-=-3a191 MARINA/ DREDGING BASISOFBEARINGS: .FUSCOE CALL TOLL FREE FOR REFERENCE ONLY 1 -~~F~-RE 2 ¢Zu-D~G 600 BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88. YEAR LEVELED 1989) IIIGIIIIIIIG 12/05/2015 MARK NERO, P.E. RCE 80066 EXP. 9/30/14 ~o. 80066 EXP. 09/30/14 AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rx H8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com " C: 0 ----------~~ I;; ~ 12~ i~ ="-"••11 : E ~ii!!!~~ FUSCOE i~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a_ ·--~ CD REVISIONS DATE IO 3RD PERMIT SUBMITTAL 09/20/13 AS-BUILT 12/05/15 DELTA 5-PAD LIMITS 04/15/14 DELTA 1-PAD ELEV 01/07 /14 PACKAGE 2 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 09/20/13 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PACKAGE II ROUGH GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: 7 27 REF. SHEET 3 OF 4 RG BU/WfNG NO. 1 FF=10.80 SECTION SCALE 1 "=2' LIi/if OF PAD J.O'± !l/ UNDERCUT ,,_ _____ _,~ SECTION ~ l-_2_.o_'±_-1/ - LIW OF PAD UND£RCUT GJRL SCOUT HOUSE BUILDING NO. 4 FF=10.00 - '-4 , LJUIT OF PitlJ UNDfRCUT 4.0'± 1.9'± 2.2'± BUILDING NO. f BALBOA BL PROPOSED CONC.""'- SECTION SCALE 1 "=2' SECTION Pl. ROUGH GRADE DEEPENED EDGE OF CONCRE1E WALKWAY B 4 , I " PROPOSED WALL SEE Pl.ANS BY MOFFATT .t NICHOL T.WALL =9.5' PROPOSED BUS TURNOUT El£V. PER Pl.AN PROPOSED -WJ,IJ< ~ -___:y- AFTER WALK CONSTRUCTION IS COWi.ET£ ROUGH GRADE LINE BEFORE WALK CONSJRLJCTION. CALL TOLL FREE ROUGH GRADE _._ .. _ .. _ 1 -800-227-2600 BEFORE YOU DIG l/Mfr Of PAlJ 2_0'± ~ UIIDERCUT '-J----------1 - ~ BUILDfNG NO. I '§ ~~ ~ , -SECTION "C' SCALE 1 "=2' '-4 , 6' MIRROR OF C/4 - L/""1' OF PAD 2.0'± UNDERCUT ..,_,_ ___ __, BUILDING NO. 2 ff=f0.80 -SECTION , D" SCALE 1 "=2' 4 , - 2.00' * LIGHTHOUSE BUJWING NO. J FF=10.J0 SECTION SCALE 1 "=2' 12.5'± ~ t-----•·o_'± ___ -1 \, 1.J'± 2.7'± ;>-----+-------< -, E' '-4 , - EX/SllNG ct PARKING FUTURE AREA -~ n - -~-- -. f:1 RN/SH GRADE'\_ ROUGH GRAD£ - LIMIT OF PAD UNDERCUT ,---, _ _ _ _ ----"---I I [__--=-_J _;---. • KEEP 2' BACK FROM BACK OF EXIST. WALK OR PROPOSE:D WALK WHICHEVER JS MOST NORTHERI.. Y. -SECTION SCALE 1 "=2' '-4 , SE£ PW/ SECTION ,, K, SCALE 1 "=4' '-4 , - 0.7' LANDSCAPE __J AMENDMENT _ ---- ROUGH GRADE SECTION SCALE i "=4' ED SE£ PW/ GJRI.. SCOUT HOUSE BU/lDING NO. 4 FF=10.00 SECTION SCALE 1 "=2' L/J,f/T OF PitlJ UNDERCUT PROPOSED SAND EXIST. SAND GRADE BREAK ELEV. PER PlAN EXISTING CONDITION LEFT AT COMPLETION OF PACKAGE II - MARINA/ DREDGING SECTION N SCALE 1 "=4' 4 BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) IIIGIIIIIIIG MARK NERO, P.E. RCE 80066 12/05/2015 EXP. 9/30/14 ~o. 80066 EXP. 09/30/14 FOR REFERENCE ONLY C-3897 AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 833 Dover Drive Newport Beach, CA (949 )548-3459 www.rhdo.com 92663 EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com C: 0 IO ID a_ • REVISIONS 3RD PERMIT SUBMITTAL AS-BUILT DELTA 5-PAD LIMITS DELTA 1-PAD ELEV PACKAGE 2 DATE 09/20/13 12/05/15 04/15/14 01/07 /14 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 09/20/13 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PACKAGE II ROUGH GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: 8 27 REF. SHEET 4 OF 4 RG w w (J) EXISTING MARINA EXIST. WALL CAP 0 b +---+-I l\ I ------V ::i I -----;-1-"S'l-- ~j "----"' I f i;:::_::/ -----------------------------------------------------~. EXIST. CURB & a::; GUITER PfP frl .., '.al ~~-------------------------------:"-1e1-------t----IN THIS AREA BASIN I I I I I I EXIST. J.5' CB /NI.U PROTECr IN PLACE CONSTRUCT/ON NOTES Q) CONSTRUCT 6g CURB ONLY PER CNE1 STD 182-l. TYPE B, COLOR PER LANDSCAPE PLAN. A~ /CAN t ON F C/LI Y 0 0 CONSTRUCT 6u CURB ,t GUTTER PER CNB SID-182-L. TYPE A, COLOR PER LANDSCAPE: PLAN. CONSIRUCT 7" THICK, FIBER REINFORCED CONCRETE PAVING W/ frff ll/ FIBER RBNFORCEMENT OVER NATIVE SAND COMPACTED PER DIRECnON OF SO{LS ENG/NffR. COLOR, FINISH AND SCORING PER LANDSCAPE. OWG'S. S£f TYPICAL SECTION DUAIL D/J. USE f'c=2500 psi EXJST. CURB & GUTTER PIP EXISTING BUILDING PROTECT IN PLACE G) CONSTRUCT OPENING IN CURB FACE FOR FLOW THROUGH. SEE DITAJL A/J. WIDTH PfR Pl.AN. 0 CONSTRUCT PCC WALKWAY PER CNB STD-180-L COLOR. FINISH AND SCORWG PfR LANDSCAPE DWG'S. WIDTH PER PLAN. @ CONSTRUCT TRASH ENCLOSURE PER WIDSCAPE DWG'S. 0 CONSTRUCT PARKWAY CULVERT TYPE •c• PER CNB ST0-.319-L ~ @J CONSIRUCT 6" WIDE TRENCH DRAIN AfJJACENT ro BUU<HOO CAP BEAM PER PUN &; PROFlE ON J/J. USE §•f----+----ACO DRAIN, KIOOS TRfNCH DRAIN W/STAINLESS STEEL PERFORATED GRATE (LOAD RATE 'CJ SYSIDf OR . ' ..... EQUIVALENT. IMIERTS PER PlAN . .. @ CONSTRUCT 6g PVC. SDR-J5 DRAJN PIP£ fNVfRTS PER Pl.AN. USE NATIVE SOIL FOR BEDDING. @ CONSTRUCT MODIF/£0 6" CURB & GUTTER WITH EXTENDED DEPTH PfR Cf/B STD-182-L. TYPE A AND DETAIL E ON SHffi J. TO MATCH EXISTING SIDEWAI.K GRADE 0 0 0 \o l~ 0 oa□o C 3 □ X I W BA~~OA 80,UL[VARb V 7 .5 \ \ I SD---SD---SD---SD---SD- I I I I ___ 7_.~ ________ '1-_7_.3 ___ 1~· 5' 10' ! CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG ADDENDUM 4 NARRATIVE: 8. DATUM CLARIFICATION AT SEAWALL 10. REVISED FS ELEV NEAR SEAWALL AREA 14. REVISED PL LOCA noN 15. REVISED JOINT TRENCH LAYOUT BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) ~ .... ,, ;■.,; FUSCOE EIIGllt:El.1119 MARK NERO, P.E. RCE 80066 12/05/15 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 KEY PLAN SCAI.£: 1•-250• APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ SCALE: 1" -10' C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ --------~~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. ·-- ..c u 0 (l) a::l t 0 a. ~ (l) z REVISIONS DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 09 OF 27 I e 0 "' " C • • 0 E ~ ~ v " - ~ ' ~ $ 0 ~ • ~ ~ ~ 0 'o, ~ I 5 5 0 ;;, ~ ~ !,- ~ •• ~ e '.3-~ C ;I, ~ 5 0 ;;, • -0 -~ 0 " !,-,;: ,I . • I I ""' II II ...--.... 1--M--- PER STREET-~ IMPROVEMENT PLAN 0 II II ~1 '- II II II II __ _,____,__-=-,. "'o 8,0 FS 3/ 7.6 7 0 -• •• ) - 6.5' 7 BLDG 2 / COMMUNITY CENTER - 85.0' 77.0' 7.9 7 - ---.r--..1 ==]II ---11 ---11 == I --I l:,. ~ ~~ EXISTING CURB1-~ ~,\ & GUTTER PIP WEST BALBOA BOULEVARD 1.1 r T 7 ,_ - -,_ - -,_ - -,_ - -,_ - -,_ - -,_ - -,_ - -,_ - -,_ - -;-- -;-- -;-- -,_ - -,_ - -,_ - -----•-- - CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) N , , i.o RKING AND CROSSING AREi\~. SEE lANqSCAPE , , _,_ - - - -- - --- -- 59.5' 76.5' 7.0' CONSTRUCT/ON NOTES 0 CONSTRUCT 6. CURB ONLY PER CNB sm 182-L, TYPE B, COLOR PER lAND500'£ PIAN. r-i\ CONSTRUCT 5• CURB &: G/JTTfR PfR CNB STD-182-l, TYP£ A, COLOR PER "-V lANDSCAPf PLAN. @ CON51RUCT 7" THICK, FIBER Rf/NFORCED CONCRETt PAWNG W/ TYPE Ill FIBEf? REINFORGENENr OVER NA11V[ SAND COMPACTED PER DIRfCTION Of SOfLS ENGINEER. COLOR, FINISH AND SCORING P£R UWDSCAPE OWG'S. SIT TYPICAL SECTION DITAJL D/J, USE f'c=2500 psi 17\ CONSTRUCT OPENING IN CURB FACT FOR Fl.OW 71-/ROUGl-f. SEE DITAIL A/3. \V WJDTI-I PER PlAN. @ CONSTRUCT PCC WALKWAY PER CNB SID-180-L. COLOR, FIN/Sfl AND SCORING PER LANDSC.4P£ DWG'S. WIDTH PER PLAN. ~s __ ,_/ ______ _ I I I ' WORK RAIN CHAIN CONCRETE COVER WITHOUT INSPECTION LJD ATRIUM DRAIN INSIDE BOX DRAIN PIPE SOIL SCREW RAIN CHAIN DRAIN INLET DETAIL NOT TO SCALE ~ .... ,, ;■.,; FUSCOE EIIGllt:El.1119 12/05/15 NO. 80066 EXP. 09/30/16 METER BOX s APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR I \ ~~--8------)------ I ------i-- lT LINE-/ 10' KEY PLAN S00.E: 1"=250' SCALE: o· 5' 10' 1" = 10' C-3897-C DATE: ______ _ AS-BUILT MARK NERO, P.E. RCE 80066 EXP. 09/30/16 AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 ° lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 1 Q OF 27 I I I I ·.<e . " I _,,_ T I 17-JT 1 -,,A:c.~ / ·--- • " • ' • ' • • • ~ ' ' ' 1 ' ' 0 ' ci t -_)_, f ' ' -;---,IT --1--- 9.4 FG I ---•ii:,'<--' ' MATCHLINE: SHEET 15 ..--------SEE - - - ---j I ,/ ' • . ' '·,... ' // O '<//# ____ _ '·,.' ', •. ,, / I T T /~T ----T ---, --=.Q-s r __ _,/_q_~ __ "' ___ "' ____ "' ___ "' ___ "' ___ "' ____ J,,, ,;:-----"' _ __'.:~8.l~o~ CAUUON! / EXISTTNG GAS MAIN L PROTECT IN PLACE lit\'<--i,(,S--uf---i::c., --C:~S: --Iii",'., --__:_2 ~ --CiAS <I. '--·-. JT '\ ·. . \\\ '\, ~-. ' I I \ I --\\ S /\~-_·\.S --:::iAS --·~.;~ \./ \ I lcs --- ,, ► N l h -I-H/ - -, .. , I I • ...... ' ' I ' I PARK ~ EXISTTNG 16" WATER MAIN~.c.:------.. PROTECT IN PLACE • •• PCC PAVEMENT. BUS PNJ AND V Glf11[R "' ----- ...filQ./ ' ' ' ' ' ' ' ' ' ' ' , I , r -1 ----! /B.JQ/ ' •• I FS ' ,-.__, ' ' ' ' ' ' ' ' ' ' I I 0 1 I m ~PAV/ 0 • I PER ',!: . [-~ \ / l '·\-·• -'~-f.;~;(1---+--~i I ' I ~-~",f---3-+---___,1 I . { ~ " ~ I FS • SEE LANOSGA DWG'S; FOR ENT1?Y CJEr,,/LS .,, ::.3 ~ ~ (7.24) FL PROTECT I Pl.ACE EXISTIN CURB ~§ WEST BALBOA BOULEVARD ~§ 1=------------~~11 ~~----------(-S-££_S_H-££-T-25_F_O_R_I_M_PR_O_V_E_M_EN_T_S_) _______ ___,~r 7.1 7.5 * I 6.5 FG LP 6.6 FG FL > ·o ILTRAT/O BASIN ?' '-1.....c-txisr .. CURB & GUTTfR PIF' C> ...... Ltu I [} f I I I w I en CONSTRUCT/ON NOTES 'I' CONSTRUCT 6" CURB ONLY PER CNB STD 182-L.. TYPE B. COLOR PfR LANDSCN'E \..!,I PLAN. r:;,,2 CONSTRUCT 5• CURB & GUTTER PER CNB STD-182-L, TYP£ A, COLOR PER ~ LANDSCAPE Pl.AN. r;,,, CONSTRUCT 7" TH/CK, RBER REINFORCED CONCRfTE PAVING W/ 1YPf 1/J FTBER 0 REINFORCEMENT OVER NATIVE. SAND COMPACTED PER DIRECTION OF SOILS ENGINEER. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. SEE TYPICAL SECTION DETAJL D/.3. USE f'c=2500 psi G) CONSTRUCT OPENING IN CURB FACE FOR Fl.OW THROUGH. Sff DUAJL A/J. WllJTl-f PER PLAN. @ CONSTRUCT PCC WALKWAY PER CNB STD-180-L COLOR, RN/SH AND SCORING PfR I..ANDSCAPE DWG'S. WIDTH PER Pl.AN. CD CONSTRUCT TRASH ENCLOSURE PER LANDSCAl'f DWG'S. (D CONSTRUCT PARKWAY CULVERT TYPE "C" PER CNB STD-Jl9-L CD CONSTRUCT ACCESS RAUP PER DETAIL NOTED. @ CONSTRUCT CONG . .YOW STRIP PER LANDSCAPE ™'G'S. @ CONSTRUCT 12• DIA, SOR-JS, PVC CONNECTING PIPE UNDER WALKWAY. SIT PRORLE D/4 @) RESIT EXISTING MN-I HOLE RIM TO ADJACfNT GRADE. @ CONSTRUCT CONG. RING B" WIDE X B" 1HICK AROUND MH RISER. @ CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-1. CASE PER PLAN. KEY PLAN SCAI.£: 1 "=250' 1 o' o· s· 10· SCALE: 1 " - 1 o' ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS .c u 0 (l) a::l t 0 a. ~ (l) z 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SET SUBMITTAL ,& ADDENDUM 3 & ADDENDUM 4 ~ DELTA 5 & DELTA 6 AS-BUILT ,0 DATE 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 ~ PACKAGE 3 • " CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) ~ .... ,, ;■.,; FUSCOE EIIGIIEEl.1119 MARK NERO, P.E. RCE 80066 12/05/15 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 11 OF 27 \J VILELLE P -I ---1 --+-1 I ' ' EXIST. WATER Y METER f- lu Lu a:: f-- (/) ~ <X) EXIST. R 22.0· \ ' ' ' \ ' ' ~", , ~ ~- ~ I ~ \\I ~· ~I. ~· I 2.llt r 5-Af;- 6.0' 2.0% t"f I I I I I I I J 8.22 7.72 +~ (· \___,,. J '~ 0 ( . ) \___,,._) 1J.J' ~ ( ') ~_) --B.-?.B-T-"9-,-,-- 7.66 Fl I I I -'sc----- 1 A GAS -1 14.5 b ~ I ·~ "" ~ 0 '1,. ~ N <, ""':~ i;/ ~ 1 MATCHLINE: - T 8.32 TC "' 0 - J ~ b 0.78~ ~ q'~~i ~I Q.DSTC + d55FS , i sa ~· ~~ ;,\ ~ oi ~ T iK I I ~ SEE - FH I SHEET 15 - ----£--I--\ Bf) 0 .A. 0 r 0 - 9 --~.---~,--.. ---T SPORTS COURT PEf:j 1.ANDSCAPE DWG'S '~ ----- ---T ---T ---T I I I I ---T ---T • I ---~---~---~L -~- I- I ~ --B.0--- I I en --------<~I'll.----------------------------------------------------------------------1-- WEST BALBOA BOULEVARD CONSTRUCTION NOTES CD CONSTRUCT 6w CLJRB ONLY PER CNB STD 182-L, TYPf 8, COLOR PER I..ANQSCAPE PLAN. @ 0 CONSTRUCT 6~ CURB & GUTTER PER CNB STD-182-L. TYPE A, COLOR PER I..ANDSCAPE PlAN. CONSTRUCT r THICK, FIBER REINFORCED CONCRITE PAVING W/ 1YPE Ill FIBER REINFORCEMflfl O\.'ER NAT1Vf SAND COMPAcmJ PfR DIRECT«JN OF SOILS ENGINEER. COLOR, FINISH AND SCORING PER LANDSCAPE DWG's. SEE TYPJCAJ.. SECTION DETAJL D/3. USE f'c=2500 psi G) CONSTRUCT OPENING IN CURB FACE FOR FlOW THROUGH. SEE DETAIL AjJ. WIDTH PER Pl.AN. @ CONSTRUCT PCC WALKWAY PfR CNB sm-180-L. COLOR, RN/SI-I AND SCORING PER LANDSCJPE DWG'S. WIDTH PER PlAf,,f. @ CONSTRUCT TRASH ENCLOSURE PER LANDSCAPf DWG'S. 0 CONSTRUCT PARKWAY CULVERT 1YPf "C" PER CNB STD-319-L @ CONSTRUCT ACCESS RAMP PfR DETAIL NOIDJ. @ CONSTRUCT COf,,fC. MOW STRIP PfR LANDSCAPE DWG'S. @) C01'/STRUCT 12" DIA SDR-35, I'll: C01'/NECTING PIPE UNDER WALKWAY. SEE PROFILE 0/♦ KEY PLAN SCAI.£: 1 "=250' 10· o· s· 10· SCALE: 1 " - 1 o• ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. ·-- REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SET SUBMITTAL ,& ADDENDUM 3 & ADDENDUM 4 ~ DELTA 5 & DELTA 6 AS-BUILT ,0 DATE 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 ~ PACKAGE 3 • " CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) ~ .... ,, ;■.,; FUSCOE EIIGllt:El.119 MARK NERO, P.E. RCE 80066 12/05/15 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 12 OF 27 ..--- "' 1'-''-4'-" .._ •• •'-" I ---~~---~~------~~-·~-- I -~=-==7-~s:=-=-==-=-=---=--=~N-:i4£::i:V~VP~O~RT~B:A:_Y=-==-- .... tt) INSIDE FACE WALL CAf' •'?s 1-'----'--c~7 ~~~T ~----:-~r ~~~----:-'--c"-~1~,~~7 ~~~T ~~~r 77'""'"""~~~~1 ~~7 ~,.--.---:-T ~~-.1._r1:-Lu _ULU_Jj 11 •ts >--+----, I t---+---11 I I • •• 0 P.A. CONCRErE EOG/NG PER lAMJSCAP£ bWG'S .Jk--" snJD . SEAT WALi:.. SIT • lAMJSCAP£ OWG'S. 10.0 • •• '1 I I I I I I I ---.r-- ==:JI --:all ---11 I I .oo,: I CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG 0.5% . ~ EX T. ARTICULATED MAT • PROTECT IN Pi.AGE . . . EXIST. CONCRETE • DfADUAN. DN+ PROTECT IN. PlACf 0 I \ I I I \ \ EX . BULKHEAD WALL nE BACKS. PROTECT IN p (TYP,) • . -i SHO}V[R CONCRETE --'.i t==:=· =-i=• ==s;-~~50 II II -------tO\ ------~ -------tO\ -------Q • I • I ' 11 111 II 11, 1,1,. II II ' II II llllllffllllllfflHllllllffllllllffl lllllff lllllff IIIIWI ,,·_ ••• ,, ·: :-••:: .:l, ••••••• . . FF==I0.80 E:XtsnNG TIE BACKS PROTECT IN Pl.ACE~ (TYP WHERE OCCURS) \ II 1---+---I I 9.5J 1.9% • ~ 9. rs • \';. •• ~IJ'es 1-'!,_ 1.5% 2.6% l-1--:I-_ -++--:Li I 2.91< ' J I "!>,, II :1 I - FF= 10.80 PAD= 10.05 I I I I I I I I FF= 10.80 PAD=9.97 Y-1----~6 [I] BUILDING #1 (SAILING C[NTER) SEE PLUMBING Pt.ANS jFOR POC ~~\ = _J -MATCH LINE: SEE SHEET BASIS OF BEARINGS: I I I I I I I 10 ---~ 0 0 I I I I BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) 10.80 ~ .... ,, ;■.,; FUSCOE EIIGllt:El.1119 MARK NERO. P.E. RCE 80066 10.68 4.0% l_j_ I I /_I D, 11 I I ~ ~/ ~---. tci'J~ •• x~.--. -.+1·--~--.--.--.-+1: I ,o '"I e; .• ~ 12/05/15 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 (10.00 MLLW) (9.77 NAVDBB) TOW < -(/) -<:( ca -<:( +-0-.~ ~ < ,,o";fl ~~ -Cl::: ~~ -<:( ~ "'>,, -;is BULKHEAD WALL AND CAP. PROTECT IN PLACE (10.00 MLLW) (9.n NAVDBB) TOW 9.151NV "' lo! APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR CONSTRUCTION NOTES G) CONSTRUCT s• CURB ONLY PER CNB STD 182-L. TYPE B. COLOR P[R l..ANDSCAPf PLAN. @ CONSTRUCT s· CURB & GUTTER PER CNB sro-1B2-L, TYPE A. COLOR PER LANDSCAPE PLAN. CONSTRUCT 7• fHICK, FIBER REINFORCED CONCRETE PAVING W/ TYPE Ill FIBER REINFORCEMENT OVER NATIVE @ SAND COMPACT[{) PER DIRfCTJON OF SOILS ENGIN££R. COLOR, FINISH AND SCORING PER f..ANDSCAPE DWG'S . SIT TrPIC;l SECU0N 0ETAJL 0/J. USE f'c=2SOO ps; 0 CONSTRUCT OPENING IN CURB FACE FOR FLOW mROUGJ-1. SEE DETAJL A/3. WIDT1-I PER Pt.AN. © CONSTRUCT PCC WALKWAY PER CNB STD-180-L COLOR, ANISH AND SCORING PER LANDSCAPE DWG'S. WIDTH PER PLAN. @ CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE DWG'S. Q) CONSTRUCT PARKWAY CULVERT TYPE nc" PER CNB STD-319-L @ CONSTRUCT ACCESS RAMP PER DETAIL NOTED. @ CONSTRUCT CONG. MOW STRIP PER LANDSCAPE DWG'S. @ CONSTRUCT 12• OJA. SDR-35, PVC CONNECTING PIPE UND£R WALKWAY. Sff PRORJ.£ D/4 @ CONSTRUCT 6" WIDE TRENCH OR)JN AOJAWJT TO BULKHEAO CAf' Bro/ PER PLAN & PROF!£ ON J/J. USE AGO DRAIN, K100S TRfNCH DRAIN W/Sf'AINLESS STEEL PERFORATED GRATE (LOJ,D RATE 'C') SYSIDI OR EQUJVALDIT. INVfRTS PfR Pl.AN . @ CONSTRUCT 5• PVC, SDR-35 DRAIN PIP£ INVERTS PER PLAN. USE NATIVE SOIL FOR BEDDING. @ INSTALL STORAGE/INFILTRATION CHAMBER PER MANUFACTURES DIRECTION. USE 'STORMTECH SG-740' CHAMBERS OR fQUIVALEIVT. lf'NER1S PEff PLAN. SEE DETAJL AN/XX @ INSTALL CONC. PAVERS PER LANDSCAPE DWG'S AND MANUFACTURES RECOMENDATIONS. GRAD£S PER PLAN. @ INSTALL 6• DIA. ATRIUM STYLE DRAIN /Nlll. USE NOS 90S OR EQUIVAlENT. VERlFY COLOR WITH LANDSCAPE ARCHITECT BEFORE ORDING GRATES. @ INSTALL 4 • PIG. SDR 35 OR SCH-40 DRAIN PIPE. INVERTS PER PLAN . @ INSTALL s• PIG, SDR 35, DRAIN PIPE, INVERTS PER PlAN @) CONSTRUCT 5• CONCRETE ADDENDUM l NARRATIV£: 8. DATUM CLARIRCATION AT SEAWALL 10. REVISED FS ELEV NEAR SEAWALL AREA 1 J. REVISED FS ELEVATION BY STAIRS ADDENDUM 6 NARRA TI\/E: 19. REVISED GRADING ALONG EAST FACE OF BLDG-I KEY PLAN SCAI.£: 1 "=250" 10' o's' 10' SCALE: 1 " - 1 o' C-3897-C DATE: ______ _ AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deaf ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 13 OF 27 LO ...... I-w w :r: en w w en w z -_J :r: (,) ~ 2 I I I <- Mff PN/)~-,-. --. ,_. \_ I I FS I I I I 10.6J FS \ I --- ---.- BUILDING #3 (LIGHT . HOUSE) .·.REST ROOM I . - 10.06 FS ,,----""--,,-SHOWER CONCRE7E 10.16 FS ,0 5 FS 9 (r,~ -,.,,c : ) '-.____,,J fl</STING BfACH GRAD£L>---< PER PACKAGE 2 • GRADE BREAK. -J~B.7@::FG~~----------'----_:_ ____ _: __ ~~~i;:::---:---:----:_:1_-c--~--___:=::_=:=_,;,,,:L-------~- SAND IBIPORARY BERM __,_ SEE ROUGH GRADIN~ . . PLAN _ L__~ --~-.-------. ~·· /\ 1/\ -1- ~-. r-__L_ _\,_ _ IV_P B_ER_M -_-_10•,. / _ _ ~-\_ __ _r __ • _ t-y __ I_,_ L_ -. -, st 9,5 i :.rm "' 5 10.00 FS ~1 10.0 FG r FL HP ¥ /TURF~ ~--------9,0---------------i:9.:D;FG;----------------- --- -- CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG . Ii C, o; I I <I. 11 8.J FS ----MATCHLINE: -1 - SEE SHEET - - -11 BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) 9.4 0 FS - - ~ .... ,, ;■.,; FUSCOE EIIGllt:El.l ■ t MARK NERO, P,E, RCE 80066 -t-· 0;90=~ (FITNESS AR£;)) V -.-, • • I -TD,ll'OllAR( BERM : n . Sff ROUGH GRADING .~ --1 _■ ~ -- • •• 10.0 -1 I I I I FL I f/P I I I I ,,.__-, ,v" ',\S/ 'i': CONSTRUCT/ON NOTES (]) CONSTRUCT 5• CURB ONLY PfR CNB STD 182-L TYPE B, COLOR PER LANDSCAPE PlAN. 0 CONSTRUCT 6• CURB & GUTTER PD? CNB STD-182-l, TYPE A, COLOR PER l..»IDSc.APE Pf.AN. CONSTRUCT 7• THICK, FIBER REINFORCED CONCRfTE PAVING W/ TYPE m FIBER RBNFORCEUENT OVER NATIVE Q) SAND COMPACTED PER DIRECTION OF SOILS ENGINEER. COLOR, AN/SH AND SCORING PER i.J,XDSCAPE DWG'S, SEE TYPICAL SECTION DErAIL D/3. USE f'c=2500 psi G) CONSTRUCT OPENING IN CURB FACE FOR FLOW THROUGH. SEE DUAIL A/J. WIDTH PER Pl.AN. 0 CONSTRUCT PCC WALKWAY PER CNB STD-1B0-L. COLOR, FfNJSH AND SCORING PER LANDSCAPE DWG'S. WIDTH PER Pl.AN. 0 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE DWG'S. Q) CONSTRUCT PARKWAY CULVERT TYPE •c• PER CNB STD-319-L @ CONSTRUCT ACCESS RAMP PER DETAIL NOTED, 0 CONSTRUCT CONG. MOW STRIP PER l.AMJSCAPE DWG'S. @ CONSTRUCT 12" DIA, SDR-JS, PVC CONNECTING PIPE UNDER WALKWAY. SEE PROFILE D/4 @ CONSTRUCT 6" WIDE TRENCH ORAfN ADJACENT TO BULKHEAD CAP BEAM PER PIAN & PROFLE ON J/J. USE ACO DR/iJN, KIOOS TRENCH DRAIN W/ST'AINLESS STEEL PfRfORATfD GRA1F (LOAD RATE 'C') SYSTfM OR EQUIVALENT. INVERTS PER PLAN. @ CONSTRUCT 6• PVC, SDR-J5 DRAIN PIPE. INVERTS PER PLAN. USE NATIVE SOIL FOR BEDDING. @ INSTALL STORAGE/ff,/F/LTRA7lON CHAMBER PER MANUFACTURES DIRECTION. USE 'ST'ORMTECH SC-74-0' CHAMBERS OR EQUIVALENT. INVERTS PER PLAN. SEE DETAIL AN/XX @ INSfALL CONG. PAVfRS PER LANDSCAPE DWG'S AND MANUFACTIJRES RECOMENDAllDNS. GRADES PER Pl.AN. @) INSTALL 6• DIA ATRIUM STYLE DRAIN INLIT. USE NOS 905 OR £QUfy'.ALENT. VERIFY G()LOR WiTH LANDSCAPE ARCHITECT BEFORE ORDING GRATES. @ INSfALL 4· PVC, SDR J5 OR SCH-40 DRAIN PIPE. INVERTS PER PLAN . @ INSTALL B~ PVC, SOR J5, DRAJN PIPE, /NVff?IS PER Pl.AN M ..--- 1-w w :r: en w w en w z _J :r: (,) ~ 2 KEY PLAN SCAI.£: 1 "=250' ,e,'1;-. ,,,,.........._ ';NV'z., 0 00 I 12 ,.vvJIII ( ~ ~) .i;y--;. , --SEE • •• NO. 80066 EXP. 09/30/16 12/05/15 EXP, 09/30/16 -SHEET 10 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ 1 o' o· 5' 10' SCALE: 1 " - 1 o' C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z DATE 2~ i~ z ~ ·o ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO,: 1001,01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO, C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 14 OF 27 co ...... 1-w w :r: en w w en w z ....J :r: () ~ ~ ~I ------------c--~-------,------------,-------~----:----f(2.0l·l--___ -----,------~--- . . I ·=----~-~--_c___._~-~~~~-:-:-----('''0),--~-~~-~---,--~~~----:--~-~~-~~---------:-1 ~~~~ ~j~~ • ~I~~ • I I I - -.. I • GRADE BRfl,J( AFTER BERM REMOVAL . .. A . . . · . TOP BERM 10' · • • • TEMPORARY 8ERM . . TEMPORARr .BERM . • . . . . __ • . . SEE-ROUGH GRADING PlAN~ . • _ . . . • SEE RDU~H Gf?ADIN~ ~S \ _ -,-,--. ---.-------,. -. ----·--. --·----,---------. ------1-. -~--~-------. ------- Gf?ADE BREAK I \ \ I B.S ~ CONCR~t J ..,......10.5 BUILDING #3 . T HOUSE) 9.BSAND 0 I ":----l-_SHOWER \ . . I 1,t.20 _rs ~· F PA I I I '1 1 1: 1:1 1 1 I I I I I I I I .~. -~> I I I I I I I I I I ~ BJJ5 I I ' I I I I I I I • a •• I ~·(9.0FG. r r I I l : I I I I• I I l : I I I I • • ] LEASE LINE 1' 11 :1 :1 :1 I BUILDING #5 GIRL SCOUT ,----- I I ff I ,; I /' / 1 I ~~ft I FF=10.00 PAD=B.17 S££ GIRL SCOUT GRADING I I I I I ,_ ~ ~ llh ill-- ,) • • I I ·o • 2.1% □- CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG - I I ; i: ,' ,' / 111/ I , , ,' I 1,,, /l1/ .. , * • •• 11,.16 FS :1 7 SAND,!-!,g-. --,i; I \ 1&c I SAND \ * 0 --SEE ------c::::10.5---~~---~ -~ ----, --SHEET 12 MATCHLINE: BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) ~ .... ,, ;■.,; FUSCOE EIIGllt:El.1119 MARK NERO, P.E. RCE 80066 -9.B FS I ~\ 9.9 12/05/15 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 l .27 \ ~ • I ~ 10 1 I I I II APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR .._.. ...... 1-w w :r: en w w en w z ....J :r: () ~ ~ DATE: ______ _ CONSTRUCTION NOTES Q) CONSTRUCT 6w CURB ONLY PER CNB STD 182-L, TYPE B, COLOR P£R LANDSCAPE PIAN. @ CONSTRUCT 6" CURB &, GUTTER PER CNB STD-182-L. IYPE A. COLOR PER tANDSCAP£ PWI . 0 CONSTRUCT 7• THICK, RBfR REINFORCED CONCRE'Tf PAVING W/ TYPE Ill RBER REINFORCEMENT OVER NAT1Vt SANO COMPACTED PER DIRECTION OF SOfLS ENGINEER. COLOR, FINISH AND SCORING PER lANDSGAPf DWG'S. Sff TfP/CAL SECTION DETAIL D/J. USE f'c=2500 psj 0 CONSTRUCT OPENING 11>1 CURB FACE FOR FLOW THROUGH. SEE DETAIL A/J. WlDlH PER PlAN. a,., CONSTRUCT PCC WALKWAY PER CNB STD-180-L COLOR, FINISH ANO SCORING PfR LANDSCAPE DWG'S. \V WIDTH PER Pl.AN. © CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE DWG'S. 0 CONSTRUCT PARKWAY CULVERT TYP[ •c-PfR CNB STD-319-L @ CONSTRUCT ACCESS RAMP PER DETAJL NOTED. 0 CONSTRUCT CONC. MOW STRIP PfR LANDSCAPE DWG'S. @) CONSTRUCT 12• DIA, SDR-J5, PVC CONNECnNG PIPE UNDER WALKWAY. SEE PROFJIE D/4 r., CONSTRUCT 6" WIDE TRENCH D/11,JN ADJACENr TO BULKHOJJ CAP BOO PER PLAN & PROFLE ON J/J, USE \!Y ACO DRAIN. K1O0S TRENCff D/11,JN W/STAJNLESS STEEL PERFORAIED GRAIE (LOAD RAIE 'C') SYSIE\f OR EQUIVALENT. INVERTS PER PLAN. @ CONSTRUCT 5• PVC, SDR-35 DIWN PIPE. INVERTS PER PLAN. USE NATIVE SOIL FOR BfDDING. @ INSTALL STORAGE/INRLTRATION CHAMBER PER MAMJFACTURfS DIRECTION. USE 'STORMTECH SC-74(J' CI-IAMBERS OR EQUIVALENT. INVERTS PER PLAN. SEE DETAIL AN/XX @ INSTALL CONC. PAVERS PER lANDSCAPf DWG's AND MANUFACTURES RECOMENDATIONS. GRADES PER PLAN. @ INSTALL 8'" 0£<1. A1RIUM STYLE DRAIN INLIT. USE NDS 90S OR EQUIVAI.Bfr. VERIFY COLOR WITT/ l.ANDSCAPE ARCHITECT BEFOR£ ORDING GRATES. @) INSTALL 4" PVC, SOR J5 OR SCH-40 DRAIN PIPE. INVERTS PER PLAN. @ INSTALL B'" f7'1C, SOR J5, DRAIN PIPE. INVERTS PER PLAN ----- I I I -- KEY PLAN SCAI.£: 1 "=250' 1 o' o· 5' SCALE: 1" = 1 o' ADDENDUM 6 NARRA T/1/E:: 10' 20. Rf.VISED ELEVATIONS AT PLAYGROUND AREA AS-BUILT i C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ -----------~~ EN&INIEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 15 OF 27 I I I . . I . . w z ....J I (_) I-I <( ~ I I I I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ---- I I I I I I I I , 1"2;LJ) . . (5:a) . --. --t----. -r -- SEE STREET IMPROVEMENT PLANS FOR CONSTRUCTION IN BAY AVE. BAY AVENUE -I ' ' I -----------------' ' ' ' ' ' ' ' ----' ' -----------.....,___,_____ --------- --------------------=--------------= ----- CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG -------------------------------------------------------------------------------- BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK " " A ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST L~~tTED 3AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) - . I ,- - I r, -----------7 ~ .... ,, ;■.s FUSCOE h,, .. - EIIGllt:El.1119 I ?11J. ~ 12/05/15 MARK NERO, .. PE RCE 80066 EXP. 09/30/16 I I u n I t- 'I I \I NO. 80066 EXP. 09/30/16 I ' .....,, 8.DJ ~ I ~ • 1-- V) =c: 1-,. ... u ~ '" I I I I • •••• I I I I ' ii: Iii w w en ...... I le!" I - I I I APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR LO ...... 1-w w I en w w en w z ....J I (_) ~ ~ DATE: ______ _ 0 KEY PLAN SCAI.£: 1 "=250' 1 o' o· s· 10· SCALE: 1 " - 1 O' C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~!~'X~<!!!f£~ i 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ .,;;,,,;,;,,,;,;,,;,;,,;,_;.,;_ ____ __,,~~ :"_ .... ,, ~ii!!!~~ FUSCOE EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ~ \, ID ..c u a.. 0 (l) a::l t {D 0 a. ~ ~ (l) z • ~ CD REVISIONS DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 16 OF 27 I I I I I I I I I I I I I 11 I 11 I II I /1\ I 11 ""' 111 g~ 0 I 11 "' ;,; ",-. I 11 ~g I II 1:1g: EX. WATER I 11 -SERVICE ~--I 11 I-- ti ~ (/) 2: 0) k---- SS SaMCE AND CLEANOUT I 5.1 ~-o I II-<! ,Jf"-- III,-i I I 11___, ! :s ' ,.._ ~<l' _lU~MIT~OF'.lREM~O~VA~l -1-C:~JE'~2Mr S<\wcqr o MATCH EXIST. EXIJ SIDEWALK CUR AND GUTTER SAWCUT SAWCUT Lfli/T 0F REMOVAL :t (NEARESr FUlL JO/lff Al.LEY APPROACH, S 5.3 \{ ~ 4 . .-5.5 6.86TC O"CF 7.44TC 6.94FS -,,_, I "' rr, ~ I I ":l: <' -~L& I 7' • SITGPREPAR~\!ON TO "a~ li'f c d NFORMANCE WITH 'r,HE PROJ ~CT GEOT!s_CHNICAL'-~~EPORT DATED SEPTEMB E'R\ 6, 201 :3 • \ •. I!' 1;j ~-"; " ( \ • WIDS PA s-r . • cs.a> re ✓ ~- 0 • • 8.5 ~ EXISTING SID ALK _/ ROTECT IN PLJACE I /1 I BAY AVENUE I 8.5 ~ --1-----;-- I I ' I I ll s.o±I / (SEE STREET IMP. PLAN FOR PAVEMENT CURB & SIDEWALK IMPROVEMENTS IN BAY AVE.) D/w 'X', SIDEWALK CURB AND GUTTER I 11 I/ 5_,,fL S'LY CURB LINE EXIST. SIDEWALK ----- CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG SEE SHT 26 FOR CURB ELEV. ' ' ' ' ' ' ' ! BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ~" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) : : i ! ~ .... ,, ;■.,; FUSCOE EIIGllt:El.1119 MARK NERO, P.E. RCE 80066 ' i I 12/05/15 EXP. 09/30/16 .. ·--- NO. 80066 EXP. 09/30/16 ' ' ' ' ' ' ' ! ' ' ' ' ' ' ' ! I I I I I I I I I I I I CONSTRUCT/ON NOTES Q) CONSTRUCT e· CURB ONLY PER CNB ST□ 182-L, lYPE B, COLOR PER LANDSCAPE PLAN. Q) CONSTRUCT 7" THICK, FIBER REINFORCED CONCRETE PAVING W/ TYPE Ill FIBER REINFORCEMENT OVER NATIVE SAND COMPAClED PER DIRECTION OF SOILS ENGINEER. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. SEE TYPICAL SECllON DETAIL D/3. USE f'c-2500 psi @ CONSTRUCT PCC WALKWAY PER CNB STD-180-l. COLOR, FINISH AND SCORING PER LANDSCAPE DWG'S. WIDTH PER PLAN. @ INSTALL 2" PVC, SCH 80 WATER PIPE. ® @) c.o CONSTRUCT 6'" P.C.C. CURB & GUTTER, TYPE 'A', PER CNB STD-182-L. CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L, CASE PER PLAN. DISPOSITION NOTES OJ PROTECT IN PLACE 0 REMOVE ITEM NOTED I ..... I I -t-----1 I I I I I I APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: 1-w w I en w w en w z ....J I 0 ~ :'.2: ------- ADDENDUM 4 NARRATIVE: 4. ADDED DISPOSITION NOTES 6. ADDED GRADE ELEV'S AND CONSTRUCTION NOTES TO W'LY END OF BAY AVE. AND PORTIONS OF 19TH ST. (SHT 10, 24, 26) KEY PLAN SCAI.£: 1 "=250' 1 o· o· 5' 10· SCALE: 1 " = 1 o' C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ C: 0 - 833 Dover Drive Newport Beach, CA ( 949 )548-3459 www.rhdo.com 92663 EN&INEEIING 16795 Von Korman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z 100% DESIGN DEVELOPMENT DATE 8/2/12 II. ,0 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 & ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 & DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1 /28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PRECISE GRADING PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 17 OF 27 . ' " 0 u E I I + I + I + §~{§9~'XH8ffl18g t Landacape An:hilicture Master Plannhg U-Design ~ 833 Dover Drive Newport Beach. CA ( 9 49 )548-3459 www.rhdo.com 92663 C: 0 -ll. CONC. , LAUNC I +EXIST. BULK HEAD WALL EN&INEEIIN& 16795 Von Karman, Suite 100 Irvine, Califomia 92606 RAMP I ~ f!:: I 1/) I it I 0) I =· ■ GRA~L INFILTRAllON BED \ 5 UL_ __ ---BAY AVENUEROP. CURB INLET - - ----:;;;LIM;;:;;;:.,,--- - PROP. ----CURB&: CONTROL NOTES (D EC-9 EARTH DIKES AND DRAINAGE SWALES ® SE-6 SAND BAG BERM PER C/15 0 SE-10 STORM DRAIN INLET PROTECTION PER D/15 0 WE-1 WIND EROSION CONTROL OOTTER ® TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER A & B/15 DO NOT USE GRAVEL BASE 0 SE-7 STREET SWEEPING + VACUUMING 0 (j) WATER SAMPLE POINT (SEE PROJECT WQMP) -,-t I n " \ \ • FF=10.00 GIRL SCOUTS • HOUSE • c...____,-,·~~;::.~j> WORK UMl1 LINE IT IS THE CONTRACTOR/SUPERVISOR'S RESPONSIBILITY TO KEEP THIS SWPPP CURRENT. BMPS SHOULD BE ADDED, MOVED OR REMOVED BASED ON SITE CONDITIONS. HAND-MARKED ALTERATIONS WITH INITIALS AND DATE ARE AN --71L ~,-- MAP i--: 1/) ACCEPTABLE FORM OF ALTERATION. THE CONTRACTOR MAY BE ASKED AT ANY TIME TO PRODUCE THIS SWPPP MAP. FAILURE TO KEEP THIS MAP CURRENT COULD RESULT IN A NOTICE OF VIOLATION AND/OR FINE. STABILIZED CONSTRUCTION ENTRANCE, MATERIAL DELIVERY AND STORAGE AREA, WASTE COLLECTING AREA, AND EQUIPMENT AREA SHALL BE DESIGNATED BY SITE SUPERVISOR AND INCLUDED ON THE SWPPP / EROSION CONTROL PLAN. AS SITE CONDITIONS CHANGE, THE SWPPP / EROSION CONTROL PLAN SHALL BE UPDATED TO REFLECT CURRENT CONDITIONS. 3" TO 6" COARSE AGGREGATE CORRUGATED STEEL PANELS ORIGINAL -n GRADE SECTION C-C >- r CORRUGATED STEEL PANELS =11111111111 ITTTTTTTTTTTTII 111111111111 I 24' MIN I I ;:t: I-' IX) - 48" MAX 12" MIN SECTION A-A \ TEt,4PORARY BERM t t -- A.-..-' ENTRANCE/EXIT TIRE WASH DETAIL SAND BAG BEAM DETAIL C NOT TO SCALE CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG NOT TO SCALE 18 BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782". A 3 ;" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 2911-1 STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVO 88, YEAR LEVELED 1989) t SAND WARINA BASIN FF=10.8' COMMUNITY CENTER -"" o: FF•10.8' SELLING CENTER '!---{2 rf--{3 'MJRl{LIMITLIN 4 NOT A CONSTRUCTION =----__.,.------""'-----------<,,_ __________ _,_NIRANC....,_ __ -+- ' " ©r-----;/ BALBOA BOULEVARD 3 ~ MIN. OPENING BETWEEN BAGS TOP ROW SECTION A-A A.-..-' SANDBAG/ ' .... INLET PROTECTION DETAIL NOT TO SCALE + D 18 I i--: 1/) I it 10 - EXIST. BASIN D "L,'1===75'/111-, 2 NOT A PART 2 " I 50' o· 25' SCALE: 1" = 50' 1. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SWPPP. 50' tel 949.474.1960' fax 949.474.5315 www.fusc:oe.com ID a_ REVISIONS ..c u a Q) O'.l ·-u 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SET SUBMITTAL & ADDENDUM 3 & ADDENDUM 4 & DELTA 5 & DELTA 6 AS-BUILT IO DATE 8/2/12 11/20/12 5/3/13 10/8/13 1 /28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 2. THE CONTRACTOR SHALL REGISTER THE PROJECT WITH "SMARTS" SYSTEM AS QSP. PACKAGE 3 ;s,-"'Ill ·■ FUSCOE 1 ■111111:IIG full c/rcl• rhlnk1ng 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 0!il/J0/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ------- C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR JOB NO.: 1001 01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: MARINA PARK CIVIL IMPROVEMENTS SHEET: 18 SHEET OF 27 N I e I I I > 1-)(--l(--/\ /\ I I e N /ill 1111 1111 I 1111 I * Ttfll~__J' ' I I I ( * * SHOWER ' ' ---------- 111 I B~1Y AVENUE 111 111 Ill ~,_.,.........._.~-------c::~,.__ 1 • .6 39 STA 13+ 2.0 2 SVC & MTR, ' 39 STA 13"0 . 2 SVC MTR. 36 STA 12+99.5 -RE 55 56 STA 12+87.7 'C''C/FH -□ I I ~ I al 0 n (. I • I' I • ' , _____ _ 35 37 111---4" SLEEVE II CAUTION! GAS LINE n-~I E (AULTS r:~ ,.'-+--,-<_A • o) f' 7 .2 117-( ly_ i U I I. -f-----< r'"°'lr--11 I 51 ' I I SEPARArE:-f'oR IT • TO LEASE LINE I . I D I 0 ' 2"· PVC., SCH'-80 -DOM WATER-PIP.E TO _NO , ·3, ' LIGHTH_OUSE • RESTROOl,4S ' ' ' ' ' ' ' ' " * i / :. DWG'S • BLDQ . EE 33 ___ , ......,,E,.,,x1"'sT,.... GA.,,.S...,M,..,A,,.1N,... ' PROTECT IN PLACE BLDG .• NO.· 3 .. LIG • THOUS£ MS • ___ , ___ , ___ , .. NOTE TO CONTRACTOR: DO NOT HOT-TAP' EXIST. ·1_6•.'cMCL STEEL WATER. PIPE. SHUTDOWN OF EXIST: WATER MAi°N· SHALL .BE COORDINATED WITH THE CllY. WATER Di:PA.RTMEN.T. • WATER PIPE TO SHOWER 'so" · SEE PLUMBING · DWG_S. •. \::::!J .. CONSTRUCTION NOJES -f':1 M@ING PLlANS POC \___/ ___ , ___ , . ·.w . IN~ALL s .. • RWGV P0ER ·cNs .STANDARD 0 SPECIAL ,PROVISIONS, VALVE ANCHOR PER CNB STD-510-L AND VALVE V:::::/ RISER PER CNB" :ST□-511-L. • . . . ® NOT',\JSED : .... • . ® · INSTALL 3• PVC, ·scH . <10 WATER ·PIPE. . -,.__-~@:;33;'... ~IN~ALL 0 ' :i." PVC,_ SCH BO WATER :1~E. .-. ®4 NS'TAl:L--,QRE._ HYDRANT ASsM·. PER ·cNB SJCi±aOO-f::-USE CLOW FIRE HYDRANT, EPOXY COATED FITTING W/ ----;;;~ST~Al=NLESS STEEL BOLTS m~-cm•JNECTION. ___ , 35 I Att:---4!._[)CDA PER CNB STD 517 L..-Wmi-+!!-RWGVAND 15• x4• DIP EPOXY COATED AT MAIN LINE. ® INSTALL 8"X8"X4" DIP TEE. INSTALL THRUST BLOCKS PER CNS ST0-510-L-A INSTALL 4" PVC, C900, CL-150 PVC WATER PIPE. TRENCHING AND BEDDING PER CNB STD-106-l. W/ COPPER TRACING WIRE. INSTALL 4" DIP, 90" BEND. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. INSTALL 2" WATER SERVICE,, METER BOX & METER PER CNB STD-503-L. INSTALL 2"' RPP BACKFLOW ASSM. PER CNB STD-520-L-A. OMIT PCC PAD. 16"X8" DIP TEE. THRUST BLOCKS PER CNB STD-510-L-A. INSTALL 8"' C900, CL-150 WATER PIPE. TRENCHING AND BEDDING PER CNB STD-106-L INSTALL 2 1/2" PVC, SCH 80 WATER PIPE. INSTALL 16" BUTTERFLY VALVE PER DIRECTION OF CITY WATER FIELD ENGINEER. REMOVE EXIST. FH, VALVE AND FITTING AT 16'" MAIN. INSTALL BLIND FlANGE AT FITTING. INSTALL 2" PVC, SCH 80 WATER PIPE. INSTALL PVC, SCH 80 WATER PIPE, SIZE TO MATCH PLUMBING DWG'S . INSTALL 16" FLEX OR TRANSmONAL COUPLING, LONG BODY STYLE, EPOXY COATED. INSTALL FIRE HYDRANT ASSM PER CNB STD 500-L INSTALL 8",c6" DIP TEE. THRUST BLOCKS PER CNB STD-5140-L-A. Ii " w t; => EE ~ 8 "' ' ' I a I ::; ::, -le 0 N USE 316 SS BOLTS. VILE -•P'=~~~ ,,_ -_,,_ -_,,_ -_,,_ -_,,_ -_,,_ -_,,_ -_,,_ -_,,_ -_,,_ -_,,_ - 1-w w I Cl) STA 1 o+oo.oo ASSUME INT. OF 16 WATER MAI C/L OF 18TH ST. j ! I I I i ' i □ CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG ' 0 0 ' • rl 0 * EXIST. 16" CAST IRON PIPE PROTECT IN PLACE. X ' GAS LI E 0 -------------- WEST BALB @1i BOULEVA BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) D 1.1 ~ .... ,, ;■.,; FUSCOE EIIGllt:El.1119 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 • •• 7.5 NO. 80066 EXP. 09/30/16 -•---•- 0 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR * DATE: ______ _ 48 0 0 j· ,,a - l 01 01 a I (JI r---.... a I a I )( w w Cl) 20' AS-BUILT o' 10' 20' SCALE: 1 " = 20' C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS ..c u 0 (l) a::l t 0 Q_ ~ (l) z DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: DOMESTIC WATER & FIRE PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 19 OF 27 l-+-+-++-+--+---t-f-t-+-+-+-++--R:,-Af---t-h +c:,-1-+-,±,+-+-+---t---t-t-t-+-+-++-+-+---t---tf-t-t-+-+-++-+--+---t-f-t-+-+-+-++-+--+---t-f-t-+-+-+-+-+-+--+--.,if-t-t-+-+-++-+--+---t-f-t-+-+-+-++-+--+---t-f-t-+-+-+-+-+-+--+---t-t-t-+-+-++-+-+---t---tf-t--,' ~>-+--+---t-f-t-+-+-+-++-+---t ' ~ 9) l 9) in L; ,, ~ ~ i< -~"'+-J--c-H t-!',,l--+-+-+-+-+-t-H-+-+-+-+-+-+-t-H---'i'tr=---t--+-+--+-+-+-t-H-+-+-+-+-+-+-t-H-+-'11-"--..t-H e';,/--+---'<"1/:l--'s~-1'-kH-+-+-+-+-+-+-+-lEf-"'.1r ll',-' ' "' rn ~ I~ I~ !?) I ,;-;: -;:;-(r;, ,, ' --lfl-~ ' 1 C)I~ ~ 1~ -; ~ /· 1" T,..,I) ,.. l3 ~ll;::: L --' ~ _ ~-I':--:-a \.4 i:5 I~ 4-~ N "' N XIS . E EV= .2 -"\ 1,1, r-+--+--+--+-t---+--+-r-+-+-+--+--+--+-tt--+--++-r-tt-+-+--+-/-=f· Xi5" . . "Al~ • _ _ ~ ' , 1-----I---1- ---- RO . E EV=l.2 - , P OP. EU V= 15 ~ , 0- RO ·u:::, • ....._ -1-- - CO C IN -----1-----1 -~ ---~ - - -_ ... ----IS . E OJ ,.9 E '1ST. EL V, ,.6. ~ < ' V ) 1V b ' / R C •ND IT C ND IT V S -1 , 11 .TLI u, ~I BMK - \ ,_Q ~ ·-,14-++--+-+--+-+-+-+-+-t-t-/-/-H--+--+-+-+-+-ff-i_+--+-+-+-+-+-+-+-H--+--++-+-+-+-+-+--F+-+++-+-+-+-+-H--+--+-+-+-+-+-I FINISH SURFAC7 \ PER PlJ.N \ 18" ' "' PROVIDE DUCm.E IRON 51UB UP &, DUC1llE IRON Fl.ANGE. SEE BUfWING SPRINKLER Pl./!NS ) FOR CHECK VAL~ ISOlATION VALVE AND ffRf DEPT. CONNECTION (FDC) ON BUILDING. FINISH FLOOR 1----t;;'-~ EXPANSION JOINT WITH 2" MIN. (INTERSTITIAL SPACE) CUARANCE -1----~I----~--' 1-~r---t---tf-t-t-+-+-++-+--+---t-f-HIHI-+- -·- FH DC I ,_ ~I. IU u. a-t,;""1<--t-f---t PVC FIRE WATER:-\ "',, E11 "" , LINE PER PLAN I STAINLESS STEEL'-I ..., ~ "\. I i--1....:.. -----1-- -= ->"~_.....,_.,,..... ll_...i... ____ ......,~.,.,--,.1 -~r·_.·-.,.>-:;l· .- /~INGLE PIECE STAINLESS / STEEL SWEEP -BV - --,---~ ,----II ,.... OU"'' ·----~--~----- , S O L ' 10 O-+--+--+--+-+--+--+->-+-+-+--+--+--+-+--+--+-f-+-+-+--+--+-+--+--+--+-+-+-+--+--+--+-+--+--+--+f-+-+-+--+--+--+--+--+--+-f-+-+-+--+--+-+--+--+--+-f-+-+--+--+--+-+--+--+--+f-+-+-+--+--+--+-+--+--+-f-+-+-+--+--+--+--+--+--+-f-+-+-+--+--+-+--+--+--+-+-+s-:+--+--+-+--+--+-f-+-+-+--+--+--+--+--+--+-f-+-+-+--+--< "' ,,, . . -I - - - 1r. 111: Dl"\I r.. / 1-+-+-++-+--t---t-f-t-+-+-+-++--t-+---t-f-t-+-+-+-+-+--t-+---t-t-t-+-+-++-+--t---t---tf-t-t-+-+-++--t--t---t-f-t-+-+-+-++--t-+---t-f-t-+-+-+-+-+--t-+---tf-t-t-+-+-++-+--t-l"\f,/CC!~!(!. R-=i'"-t-t-+-+-++-+--t---t---tf-t-t-+-+-++--t--t---t-f-t-+-+-+-++--t-+---t-f-t-+-+-+-+-+--t-+---tf-t-t--1 15+00 15+50 16+00 16+50 17+00 17+50 16" WATER PIPE PROFILE SCALE: HORIZ VERT 1 "=20' 1 "=2' 18+00 18+50 19+00 19+50 20+00 "--PIPE MAlERIAL Jlf I ·' _,. ·--THRUST BLOCK CONDITION Ct-WIG[ L _ _J 10.5 S.F. BEARING AREA NOTE: PROVIDE EXPANSION JOINT WITH 2" WIN. (INTERSllTIAL SPACE} a.£ARANCE IF WATER LINE NEEDS TO PASS lHROUGH FODllNG 1~~=1 FIRE RISER DETAIL! 1 \ N.T.S. \...20) CONSTRUCTION NOTES: INSTALL 3" PVC, SCH 40 WATER PIPE. INSTALL FIRE HYDRANT ASSM. PER CNB STD-500-L. USE CLOW FIRE HYDRANT, EPOXY COATED FITTING W/ STAINLESS STEEL BOLTS FOR CONNECTION. INSTALL 4" DCDA PER CNB STD-517-L, WITH 4" RWGV AND 1 s• X4" DIP EPOXY COATED AT MAIN LINE. ®7 INSTALL 4" PVC, C900, CL-150 PVC WATER PIPE. TRENCHING AND BEDDING PER CNB STD-106-L. W/ COPPER TRACING WIRE. @ INSTALL 4• DIP, 90' BEND. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. @ INSTALL 2" WATER SERVICE, METER BOX & METER PER CNB ST□-503-L. @ INSTALL 2" RPP BACKFLOW ASSM. PER CNB STD-520-L-A. OMIT PCC PAD. @ INSTALL 2 1/2" PVC, SCH 80 WATER PIPE. @ INSTALL 16• BUTTERFLY VALVE PER DIRECTION OF CITY WATER FIELD ENGINEER. '§ INSTALL 3" PVC, SCH 80 WATER PIPE. 46 INSTALL 4"_f!V ~R C~ FIRE DEPT. R~QUIREME~. _ _ _ ~-....................................................... --c\ \Lt;; 47 INSTALL 4" 45" DIP BEND. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. ... ... ... ... ... ... ,.. ... ,.. ... ... ... ... ... ... X 0 • //2 / WATEfLTILSlaGW 0 -; O') ..-- 1-w w I Cl) I 7~-~~~~(~----------- ' ' w w Cl) V BLDG. OW P□-C TO BEACH SHOWER I -+-~I ___ Y;._, S.4 ~MERICAN LEGION ' E I I ' _ _J __ EXIST. WALL TIEBACKS I I ----I " -..:ROTECT IN PLACE ~ ..... ... T "?'" -EXIST. MARINA BASIN ------~--------- • / ---- BLDG. FIRE SPRINKLER RISER. ,, --~ -, SEE FIRE SPRINKLER DWG'S FOR-J-,,,_.::-===---+--+1----- , &,. . . EX~CT .RISE~ L~CAT~ON.) ~ _/>-......-"'--':...--....._~-- BLDG. OW Po=-~~j;;;;;=~ 1~~:•~ L J ~38_ 7' ---- • I>. B'> BLDG. FIRE SPRINKLER • • RISER. SEE FIRE --, if.SPRINKLER DWG'S FOR ' // "- EXACT RISER LOCATION. J \ / A f . . ..) )A ---_ V L' VERIFY MARINA UTILITY POC'S WITH PACKAGE 4 ALIGNMENTS BEFORE INSTALLING TERMINAL ENDS OF CONDUITS. / ,scE VAULT/TRANSFORME '.) BLDG. GAS LINE PER ----===='---....-~ ~ -CAUTION /""::BLDG Poe A: BLDG. GAS Poe--.........._ _1 j ,_ 11--r,L-_ _J \ PLUMBING DWG'S~ 7 , • ,;fh BULKHEAD WALL TIE BACKS /.13) , -0 I 1 r ---' ,,' tr/ 0 I, ' , -ot . I :r.m-_ ~ __ • . '• ®--.::.: 43 ,. "I ' ',., ,< r r ---I : (4 ~-L .,,,----, FDC FOR MARINE SYSTEMS. I\ , 0 , _ _ _ 0 _ / / ,;fh FOR SIZE & MODEL SEE ,,' LC rPACKAGE 4 DWG's BY _/ 51 @ \@ ~--~.c...., 1 ~-~ _ 1 @ @£ MOFFATT Nl~HOL_ p.-/ ,-w11 I ~ e'i 54'. -'" ' ~ " ' I-I GREASE TRAP SEE 1 .I 62 ~ 'iJ , w MAIN r RLUMBING DWG'S ~ ~ -_ , - "'10 ;/;, ~ "I= '.'.!"' ,/ PROTEG_T IN PLACE -\l"-'ts. ®'1 .,,t----+----ll-(--t+-1 h3±s-\1"'~1--+----cJeaf m---+--f--(-fl----f"~ t, C? : ~ ~ -~' ::i~-·r--I~ E \_ _) , ~ ~f" "-... !> ~ 0 1 ~ A .... 0 o --+-+-;t ____ tii i---:: + I{ + ~ ,-.. lO c \___) __ __>-_ --, --------1-----~?~;JC~ -~ --rnl--Jl---+----'l_,--+-f-{-l""J ~ tnz·--t----t--l.,J--=--i;1LL+---I;;~~~ ---l ~ 4 X'::-f_ - -F ~ JT D .nl~ ~ ~ !Q. ~--II ::;: s .,, S'-JT JT ,If JT JT JT ~ .. 'A .... ) ~ J -\_/~ l i:§ / -/r ~~ ---_-_-:~~wl ~~~;-s (fl ~rn rss _/_ 8"11 __ ..., ___ n, ___ .., ___ ..., ___ •., --eis-@./1' '-_ f------;:it ;s--f--n---.~-g-7 -~ ,o .., _ ,.:; -~ ,. _ -~;-~• .., •..,~ " . ~j~ -G"~-~-G=~= _--_--_-J ,2 ~C-iF-----:-_==C-=-- ) \ '"'' I C! ' / ,, 47 'I 47 3 FDC-'~ ~ r---L -226.8' ,,> ~ V \ \ \ CAUTION! .,--, -T ,--., ~ f--1-1-• • • ---------\_EXIST. ,f ' CAST I ,~ -~ I \@ \@ \_'EXIST. GAS MAIN r --,,,-.,,r .;s, " i= Vf--l-r'T-'<. L 28.8' I\ " ( \ WATER ) /' PROTECT IN PLAC B "' /A\' t:. ~ : ll-l--iPcll'1!-_ ,,,,_,,.. le' -~+--,--1'-RO+leCT IN PLACE (.wV □ CJ /' "\ CJ ~~ ~=---,-~--"i='===--1·fl:, • 37 47 ~38 1 ) :!! ~ TH ~ 16" WATER LINE SHALL BE t=-=--=--=------++-"4;;.0<., . , • ' :.. • ~ : ~ : \ _4 • FIRE LINE ~ :1 < -TESTED FOR LEAKS BEFORE BEING ) =' = ,-. ,-. " In '~ CO,VERED. TESTING SHALL BE ~-~ ___ , , ~ 39 ' -\;: -\;: 11~'7. UNDER FH LAT. 00+ '.j 4\\4•, OBSERVED BY AN APPROVED ~ ~------~"'.>-r· ---~ :n--~ r .. -7 V REf/RESENTATIVE OF THE NEWPiJRT #' -.., " "~~~ < <J BEl\CH WATER DEPT. I _"-"'-" "39&@:)J A l ;k"' ~ I \,_ \. ~ 'A \.__.} \..._ ___ 1-t_) TRASH ENC. ~ v--~...J _ -; / ~ J n 355.1' REMOVE EXIST. 16" CAST IRON WATER MAIN AND APPURTENANCES. 0 ~ 1NSTALL2" PVC. SCH 80 WATER PIPE. ----- @ INSTALL PVC, SCH BO WATER PIPE. SIZE TO MATCH PLUMBING DWG'S . '51\ INSTALL 16" FLEX OR lRANSlllONAL COUPLING, LONG BODY STYLE, EPOXY COATED. USE 316 SS \::'..!I BOLTS. INSTALL 16" PVC, C905, CL 235 WATER PIPE W/BELL JOINTS. TRENCHING & BEDDING PER CNB STD106-L. INSTALL 2-WAY FDC. USE GUARDIAN MODEL 6224 OR EQUIVALENT. INST-1J.,L 12_•xs_:_0IP TEE. ..II-IRJ.lSJ BJ.QCKS...PEFL.CNB <=Tri -"'10 -L A._ _ _ _ _ • T • • • • • T • V T • • • • • • NOT USED NOT USED NOT USED • NOT USED • INSTALL 6" DIP. TRENCHING AND BEDDING PER CNB STD-106-L. W/ COPPER TRACING WIRE. • INSTALL 6" DIP, 90' BEND. INSTALL THRUST BLOCKS PER CNB STD-510-L-A. • ,... ... ... ... ... ... .... /I --------- NOTE TO CONTRACTOR CAP ALL EXISTING LATERALS AT MAIN. ADDENDUM 4 NARRATIVE: 7. MARINA UTILITIES POC THROUGH SEAWALL. FIRE RISER LOCATION TO BE VERIFIED. 15. REVISED JOINT TRENCH LAYOUT ADDENDUM 5 NARRATIVE: 16. ADDED WATER METER ADDENDUM 6 NARRATIVE: 21. ADDED CONST. NOTES 61 & 62 FOR 6" DRY FIRE LINE TO MARINA, 20· o· 1 o· 20· ' SCALE: 1 " = 20' J l J I ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • ..c u 0 (l) a::l t 0 Q_ ~ (l) z REVISIONS DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3897-C TITLE: ~--------------~B-A-SI_S_O_F_B_E_A-RI_N_G_S:-----------------~-... -.. ,-,,,---------------~A-PP-RO-VN.-RE-CO-MM-EN-DE-D,-~--------------------1 DOMESTIC WATER & FIRE PLAN ;■,,; FUSCOE ,.,::~,,~••,~-;:,, MARINA PARK = CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) , , , , , , , , , , , t~ 0 {;. CIVIL IMPROVEMENTS ;; NO. 80066 ~ • " MARK HARMON m: EXP. 09/30/16 ;u SHEET·. MUNICIPAL OPERATIONS ~ J DEPARTMENT DIRECTOR '-.})_,.. CIVl\. 4--"A __________________ ~e or c~1..\t DATE: ______ _ MARK NERO, P.E. RCE 80066 EXP. 09/30/16 12/05/15 AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR SHEET 20 OF 27 CONNECT IT SEWER CL ISTP CO I I I r-• I I I I I I ---~r -- -f I I ' I 17 1- @) ® @ ® @) @ I I &.AY AVENUE I Hi-l'J::_-.-=-=-=-=----------1 --=--------- CONSTRUCTION NOTES NOT USED 111 111 111 I INSTALL SEWER LATERAL CONNECTION, TYPE 'A' FOR 6" BLDG SEWER PER CNB STD-405-L. INSTALL CLEAN OUT TO GRADE AT BLDG POC OR WHERE INDICATED PER CNB STD-400-L (MODIFIED). USE VERTICAL WYE INSTEAD OF 45' BEND FITTING AT POC. INSTALL 6" PVC, SDR-35 BLDG SEWER. NOT USED INSTALL B" PVC, SDR-35 BLDG SEWER NOTE TO CONTRACTOR POT HOLE EXIST. SEWER MAIN TO VERIFY DEPTHS. NOTIFY ENGINEER IF ELEVATIONS FOUND DIFFER SIGNIFICANTLY FROM THOSE SHOWN HEREON. COORDINATE WITH SOUTHERN CALIFORNIA EDISON BEFORE INSTALLATION OF SCE CONDUITS TD ENSURE ADEQUATE CROSSING DISTANCES WITH OTHER UTILITIES. NOTE: CAP ALL EXISTING LATERALS AT MAIN. ' '------ I .6 t 1.11 7 1.s • I ~ I ~ 1 .2 'I-- • I" • I " • ., ' ' I ' I i i I I i ' I i 1.4 CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG ' i ' ' I \ 0 ' I"\ J FF=10. • ~ 1· ___ .JI. " - -,. REMOV TERMINAL CLEA -' -C -- -' ,.,; - -n·"• - l~ I ' I ' ' ' -ft_ CAUTION! GAS LINE CAUTION! BLDG NO. 3 LIGHTHOUSE RESTROOMS SEE PLUMBING DWG'S FOR SAND TRAP AND BUILDING SYSTEM PLUMBING. EXIST. B" VCP SEWER ABANDON IN PLACE. FILL VERIFY X-ING DEPTHS ... /SCE CONDUITS =,b=/"-..._--•-<"'+---~---~---•---~---W/2-SACK SLURRY ---~ ---~ ---• ---~ ---• --~ ---• ---~ ---'<-- -c;::, OUT -C -c-- CV'e 0 0 -------..... -------- WES T-r .6 8ALBOA -_, EXISTING GAS LINE PROTECT IN PLACE ,.,, _ --~,. ---,, ---,-. ---~.-. - - -:;s - -/ -'--- lb">' - - -L6···~• - - -_6•',/ - - -:(.'\i :G",; \EXIST. 16" CMLC WATER PROTECT IN PLACE MAIN B UL &VARD 1.5 20' e·os I I o· 10' 20' SCALE: 1" = 20' N N 1-w w I Cl) w w Cl) C-3897-C BASIS OF BEARINGS: ~ .... ,, ;■.,; FUSCOE APPROVAL RECOMMENDED: BENCHMARK: ELEVATIONS ARE BASED DN ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) EIIGllt:El.1119 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: SEWER PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 21 OF 27 ..--- N 1-w w I en w w en C ;.,- I I • '\1 I I °OP a \ I I I '-'1------+--m I ( yl-l---~ _,,-tt=,ct-', _2:S---t=_ :+0::...\-~~+=-~~~f~t~t~:-----J/1_;,/, ""'k-'/ I I "-·"' I p;l----[I =::::i:u:C=]:=c ru lt~+=+=+=+= ,J r-ni D 0 b _r. ~-1----+-- 0 11P 0 -0 ~~ 'Ii ll=l=\'LI / / -' .... ' @ ~~1;~~~ -~ )~< 1 19.29' @ ~;.;1;010~ • ?2 4.94 INY ,.,/ A '> , I • I \.. . . -I 1r I /" I I I ' ~ ,,, r l ' • I I J w T I I ..____,rs:,._ c "'C:,, c::c:t~l~~~ 1,rc:'.r-+--+, ----' ', ',, ~ ------------' ' :,-,' J ' :-•~ j ' '--"--;-_ 0 ° :~• SEWER TO JOIN FUTURE DOCK -----" 1 -VACUUM PUMP SYSTEM. SEE • 83 ' ' -~PACKAGE 4 MARINA UTILITY STA. 1 O Q0.00 11 l_lLJ .SQ-rlN . {$2) I I DRAWINGS FOR POC DETAILS. ' I □ -J I = I r--aSacT~A -co'.!-+.=2"-'9,,a2 _______ ---l,82 I 7.5 INV (USE LOCKING LID AT THIS LOCATION) , I CONSTRUCTION NOTES @_) NOT USED INSTALL SEWER LATERAL CONNECTION, TYPE 'A' FOR 6" BLDG SEWER PER CNB @) STD-405-L. INSTALL CLEAN OUT TO GRADE AT BLDG POC OR WHERE INDICATED PER CNB STD-400-L (MODIFIED), USE VERTICAL WYE INSTEAD OF 45' BEND FITTING AT POC. @ INSTALL 6" PVC, SDR-35 BLDG SEWER. @) RESET EXISTING MAN HOLE RIM TO ADJACENT GRADE. NOTE: CAP ALL EXISTING LATERALS AT MAIN. , • I I 9 %1L XISli. MH (I) ~ O I P~C IBLqf 'j-' 8.5 RIM I @ i -'---,, -.1 = F= 00 '--'63' ! = = ~ II ~ - ' =-='-=-=--:--:::-,,~:J .26) IN'.! (W) ---c7"\ -'-""'7-=....--1 -;... • i ', II ~ I ~ Ill ~ ~ ~.1 ' • .1 I • I • I ., l I I I I I I I r r --..;_ r -J-:-Z2)7 N '1-(E)-r r ,,,, r -~---r ------r-WJi=~lJli=i=::±±P~:±:::'.'"::·~~,6!,...,...::±:;~~::2➔;;,.1r-...i11LJ__l_L_J__L_l__J_J_-J~ /~~l:E1 ~: IN I ~1 $ le/\--'<--_$. '~i ,.,/ ! '"" ' -·,, ! - -c-c, _$_ l_, -"_ _,_ ~" - -~ ;)_~ ~L~t ~ ', -i ~ ~,-~I~~ j= •.,•. ._ .. __ ,_ ! ,;-;-, -----1~~~-~--~~~~="'~~::-;:t,c x'>( -I -" --•- • ----l><J -tO+ u--__ ~ _, _ u ;,, " • ___ J_S=--~·~.:_-_:=1_-_-_-:_-_f-+-'-'"°' l--~•:.L_:::... $-_-• .:,== •••--1-·~lfi•w---•~--ii;..., :: ~~"J in ,n ,n ,n l'ltl-,n ,e-w 1n..---,,-..,,-... ,n \_1~"0:~ATERMAW '"'~ ,,.. '°~~ • I ,,.. ,n ~,'"" ~n --t:~-~,n-j~e~-~-~w-W_,,.. ___ ,..,+--+--c,.ff' /•'_t-, ___ ·_~~;:'.•':~==-~:-~i;..._- ~ :$ <Ii LO rf::; ' 8 -~ Jr Jr 71 •• ---~ Ct:-~-~>~>-~---:::::;=_,!!B.==~,$ ./ ~ r L _J I .,.::,-~ ' +::::E-+~'-""/••... a::: I_;! > ::z! N......, ~ > .._ >----fs-,='------, ~ ·+ ~ ~ ~ z 0 2 ~ .... >~ .->z -<1 Voo 1 1-,.,........,0 ~ r----1 ~ ~, ' ' ' ' ' ' ' ' ' ' •• ~ -' ~ <( z 0, ' -:: t-r-----1 ; 3 ~ ; ~ -----+_-_-_-_---~t-----+-~c ~ ~ ~ (/) u, ~---~ -,/ 1.6 ffl ~ @) 81 --@ ~ "' 1.9 . • CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG - f-- f-- - - - / •-s---,---,---,--,---,---,--,---,---,--sc--r----,--.--,-----,--,--,---,---,-~ ,..+--~ - /2w i 1-1 v_~_i _ -----------' 7 I I \ _1.1 WEST BALBOA .s BOULEVARO \ \ 1.5 I \ , . -, , - BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) ~ .... ,, ;■.,; FUSCOE EIIGllt:El.1119 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 I I I 'lo f--t --/ --- I I-'. (/) NO. 80066 EXP. 09/30/16 / □ ' ~ ~~ ,, ' ---" I -- I I I I ------- ' I / I ADDENDUM 4 NARRATIVE: 7. MARINA UTILITIES POC THROUGH SEAWALL FIRE RISER LOCATION TO BE VERIFIED. APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR )( 1 20' o' 1 o· 20' SCALE: 1 " = 20' C-3897-C DATE: ______ _ AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ l.modacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. ·-- REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SET SUBMITTAL ,& ADDENDUM 3 & ADDENDUM 4 ~ DELTA 5 & DELTA 6 AS-BUILT PACKAGE 3 ,0 DATE 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: SEWER PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 22 OF 27 7' EXIST. NORlHERLY R/W ' : (5') 1b· I 8' I I 50' (42') 42' 42' (B') (14') (12') PARKING (BO') (B') CONSTRUCTION C/L (100') (6') J' I 1 1' PARKING PROP. LEFT 50' (42') (12') RECORD C/L ' (14') (20') (B') PARKING EXIST. SOUlHERLY R/W (5') I I I I I I PROP. SIDEWALK TURN LANE I (WHERE OCCURS) I (WHERE I 1---- -,, r:- '-1.... BUS TURNOUT PROP. (WH ERE OCCURS) ~ 1' OCCURS) I r-rn 7 ------ -------------------rJ, u "------------------/ I I AC SAWCUT AC SAWCUT EXIST. 6" CURB EXIST. 6" CURB TO BE REPLACED PROP. 6" CURB EXIST. 5• CURB & GUTTER EXIST. 6" CURB & GUTTER (WHERE OCCURS) (' PROP. MEDIAN_ ( \ '--@ LEFT-TURN LANE '-- EXIST. WESTERLY R/W I· I (6') TYPICAL SECTION -B4LBOA BOULEVARD SCALE: I" = ID' (20') (14') C/L (40') (20') (14') EXIST. EASTERLY R/W • I 8' 6' 22' & 5.5' 1 PROP. STREETI RESURFACE 1 I I ~--~--+=~~-~~ PROP. SIDEWALK EXIST. CURB TO BE REMOVE/ PROP. 6" CURB & GUTTER (WHERE OCCURS) TYPICAL SECTION -I 8TH STREIT SCALE: I• = ID' PROP. ST. WIDENING CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) ~ .... ,, ;■.,; FUSCOE EIIGllt:El.1119 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 NO. 80066 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ 60' o' 30' 60' SCALE: 1" = 60' C-3897-C AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ~ \, ID ..c u a.. 0 (l) a::l t {D 0 a. ~ ~ (l) z • ~ CD REVISIONS DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ,& ADDENDUM 3 4/3/14 & ADDENDUM 4 8/25/14 ~ DELTA 5 12/13/14 & DELTA 6 02/06/15 AS-BUILT 12/05/15 PACKAGE 3 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: STREET IMPV'T CROSS MARffi~T~K CIVIL IMPROVEMENTS SHEET: SHEET 23 OF 27 0 © © ® © , -- . (/) X "- I 00 - 0 ~ 6 B 0. 01 , . C7) T lo 0 0 0 ~ --1--i---- EX. SU IFA E - ' v, -- \ \ I 1, Tf S . :E T~R I E R I Fl E >- in 00 - - N - --,---0.0 -- ·u, '7-+-+-+-+-+-+-+-+-+-+-+-+-+--+--+--+--+--+-->--t---,t---,l---,----i----i----i----i----i--t--t--+----O - -. PROFILE +--+--+-+-+-+-+-+--+---+---+--+--+--+---+---+--+-+-+-+-+--+----<----<>--+--+-+-+-+-+-+-+--+---+---+--+--+--+---+---+--+-+-+-+-+----<----<----<>--+--+-+-+-+-+-+-+--+---+---+--+--+--+---+---+--+-+-+-+-+----<----<----<>--+--+-+-+-+-+-+-+--+---+---+--+--+--+---+---+--+-+-+-+-+----<----<----<>--+--+-+-+-+-+-+-+--+---+---+--+--+--+---+---+--+-+-+-+-+----<----<----<>--+--+-+-+-+-+-+-+--+---+---+--+--+---1 HORIZ 1"=20' VERT 1"=2' J I I ' .., I.I .,. 32. 6' f-f-f-1-+-+-+-+-++++++++-+-+-+-+-J-J--j--jf-f-f-f-l-+-+-+-+-+++++++--t!===i===i=n=Jcu .. vo=. =i==i=l>'."'IL++++++-+-+-+-+-J--j--j--jf-f-f-f-1-+-+-+-+-++++++-o:IDl-f-+-+-+-+-+++ld+."~+--+---+--+--+--+--+--+--+--+-+-+-+-+--+--+----if--f--t--t--+-+-+-+-+--+--+--+--+--+--+--+--+--+-+-+-+--+--+--+----if--f--t--t--+-+-+-+-+--+--+--+--+--+--O >ci~ w%! Ou c g t-t-t-t-t-+-+-+-+-+-++-+-+-+-+-+-+-t-t-t-t---,---,f-t-t-t-t-+-+-+-+-+-+-++-+-+io!t::-:t±-iixr +-+-+--t--r~~':-½r+--+-+-+-+-+-+-t---il:m::,l---,---,---,f-t-ffilPc-fe-il'R~B -~~ _ ~ u ;., 1.f1 <.Sf.C?lc n j=: '\ +i.n ~ - - @f ' C; .----n ? m -~ '\. .-00 ~ 0. 2~ n ~~=l=l==l==l==f ==¥-t-++-t-++-+-+-t-++-t-++-+-+-t-++-t-++-+-+-t-++-t-++-+-+-t-++-t-+--1 - 0 - -t---i..-.... --f-l-l-l-+-+-+-+-+-+-++++-+-+-+-+-+-+-+-+-t-tf-f-l-l-l-+-+-+-+-+-+-++,:;,,....++-+-+-+-+-+-+-t-t-tf-f-l-l-l-+-+-+-+-+---+--,'l/-tf-f-l-l-l-'F---+-+-+-+-+-++++-+-+-+-+-+-+-+-t-t-tf-f-l-l-l-+-+-+-+-+-+-++++-+-+-+-+-+-+-+-t---i-.;7-4-+-+-+-+-+-+-+-+-t-t----i----if--t--t--+-+-+-+-+-+-+-+--+--+--+-+-+-+-+-+--J - f-1-1-1-+-+-+-+-+-+-++++-+-+-+-+-+-+-+-t---,-tf-f-l-l-l-+-+-+-+-+-+-+~--t---,-tf-f-l-1-1-+-+-+-+-+-+-++++-+-+-+-+-+-+-+-t---,-tf-f-l-l-l-+-+-+-+-+-+-++++-+-+-+-+-+-+-+-t---,-tf-f-l-l-l-+-+-+-+-+-+-++++-+-+-+-+-+5-t--l-t---,---jf-f-l-l-l-+-+-+-+-+-+-++++-+-+-+-+-+-+-+-t---,-tf-f-l-l -- 18 H ST -TC 'R lF LE PROFILE +--+--+-+-+-+-+--+--+--+--+--+--+--+--+--+--+-+-+-+--t--t----i----if--f--t--+-+-+-+--+--+--+--+--+--+--+--+--+--+--+-+-+-+--+--+----i----if--f--t--+-+-+-+--+--+--+--+--+--+--+--+--+--+--+-+-+-+--+--+----i----if--f--t--+-+-+-+--+--+--+--+--+--+--+--+--+--+--+-+-+-+--+--+----i----if--f--t--+-+-+-+--+--+--+--+--+--+--+--+--+--+--+-+-+-+--+--+----i----if--f--t--+-+-+-+--+--+--+--+--+--+--+---1 HORrz 1"=20' VERT 1"=2' 9+00 10+00 11+00 12+00 CURVE DATA DELTA RADUIS 89"52'55" 20.50' 9o·ot 44" 1 o.oo· 89"44'48" 10.00· 89"59'45" 10.00· 90·00·00" 1 o.oo· LENGTH 32.16' 15.73' 15.66' 15.71' 15.71' TANGENT 20.46' 10.02' 9.96' 1 o.oo' 1 o.oo' 1,1+so 1 37.72' 10.o,0r-:---~---+--~li.~----+-~----, 7.5( ~ r--N r--I , 7. 7.B% -0.27%, I" • -·r PRO~ ] EX. URFA0E SUR ACE - ~ ~ " 5.o,o+----+--+--t----,--t---+--+--+--+----1 I 10+00 d -50.00 0.00 50.00 SECTION @ 11 +50 H0RIZ. SCALE: 1 "=20' VERT. SCALE: 1 "=2' L.. BALBOA BLVD. SEE SHEET25 112+001 37.70" 10.00,-----,---+-----:,-----+-,------, Ii. -0.27% 7.5( ,~ 7..14% k"'.'.'.:. I I ,--- PROP. J \__ EX Sl RFACE Sl RFACE 18TH STREET 113+00 1 37.70' 7.5( 5.00l----+--+-+--+--+--+--+--+--+----l 5.00l-----i--t--1--l--+--+--+--+--+----l -50.00 0.00 50.00 -50.00 0.00 50.00 SECTION @ 12+00 HORIZ. SCALE: 1 "=20' VERT. SCALE: 1 "=2' SECTION@ 13+00 H0RIZ. SCALE: 1 "=20' VERT. SCALE: 1 "=2' - 13+00 BAY AVENUE SEE SHEET 26 14+00 15+00 ,.I 20" O' 1 O' 20' SCALE: 1 " ~ 20' ADDENDUM 4 NARRATNE: 2. ADDED CONTOURS ON 1 Blli ST. AND BAY AVE. 3. ADDED SECTIONS 11 +50, 12+00, 13+00 4. ADDED DISPOSITION NOTES 5. ADDED ST. LIGHT RELOCATION 6. ADDED GRADE ELEV'S AND CONSTRUCTION NOTES TO W'LY END OF BAY AVE. AND PORTIONS OF 19lli ST. (SHT 10, 24, 26) SJREIT CONSTRUCTION NOTES • Q CONSTRUCT ROADWAY PAVEMENT SECTION: AC: ADD 1" TO EXISTING SECTION ~ THICKNESS. BASE: SUBTRACT I" FROM EXISTING BASE THICKNESS. SOILS ENGINEER TO VERIFY SUBGRADE COMPACTION BEFORE PLACING MATERL>\L. @ CONSTRUCT 6" P.C.C. CURB & GUTTER, 1YPE 'A', PER CNB STD-182-L. @ CONSTRUCT 6" P.C.C. CURB ONLY, TYPE 'B', PER CNB STD-182-L. @ CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. DISPOSITION NOTES [!J PROTECT IN PLACE 0 REMOVE ITEM NOTED [TI RELOCATE 0 DISPENSATION BY OTHERS [TI REMOVE EXIST. MTR BOX, MTR & SERVICE TO CORP. STOP. PLUG W/BRASS PLUG AND RETURN MTR TO CITY YARD. - @ CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L, CASE PER PLAN. @ CONSTRUCT P.C.C. COMMERCIAL DRIVEWAY APPROACH, 1YPE II PER CNB STD-161-L WIDTH 'W' PER PLAN, R=10.0'. @ NOT USEO REMOVE & RELOCATE STREET LIGHT TO LOCATION SHOWN. EXTEND CONDUITS AND @ CONDUCTORS TO NEW LOCATION. CONSTRUCT 6" CURB & GUTTER 1YPE 'C" PER Cl1Y OF NEWPORT BEACH, @ STD.-182-L PAINT WHITE PARKING DEUNEATOR ON PAVEMENT ® NOTE: SEE LANDSCAPE PLANS FOR STRIPING AND SIGNING. SEE SCE PLANS FOR INSTALLATION OF SCE VAULTS AND CONDUITS. £NT/RE SHEET IS ADDENDUM C-3897-C = CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: -- BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) -~-·-· • I-~ FUSCOE • EIIGllt:El.1119 MARK NERO. P.E. RCE 80066 . - 12/05/15 EXP. 09/30/16 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ AS-BUILT AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS _c u 0 (l) a::l t 0 Q_ ~ (l) z DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 11/20/12 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PLAN & PROFILE-18TH ST. MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 24 OF 27 SEE SHEET24 L 1."J 0 'I- ---+----------- ::--... -□ I 0 I Q+RfM nR/.V/SWAl<'.-UOt,/SrRUCi:...cu G -~Jr,~, ' ~, ~ MATgl CURB HEIGHT TOi MATCH EXIS1j TC AND FL GRADES 1.1 , ----------- 7 1 ---------- I L = r = 7 r T 7 r T 7 r T 7 r T + LO C"J C ' I , ' ' . I \__C~NSTRUCTION-bL 1.1 _j L _jL _j L _jL _J L .-~---✓------l'ic"'-cc-o-RD_C_'/,,---L ---------F-~t-----------------+----1 ~-~- w I--- ---------------------+----+-----+ - :z: _J ::i::: (._) !;;: ~1 7.01 FL z AlliAMBRA • ~ 0 FOUNDARY o:> Q (/'.I --~- C! ~ a:i 24x36 A-2012 __ 1-z',;f-t .,. = a; GRATE & FRAME 0 (TRAFFIC RATED) LIP OF GUTTER GRATES & FRAMES 8" COUPLING PROPOSED 8" DIP EXTENSION 5.5'± INV = MEDV\N CURB W'LY & E'LY MATCH TO FL ELEVATION CONSTRUCT BASIN PER CNB STD. 306-L. SECTION C-C LIP OF GUillR (MODIFIED FOR GRATE INLETS) -CATCH BASIN SCALE 1 "=4' - \ ' --_j \_L ' /...L CONSTRU9 iifi" C/L _j , -, ~ S,_ ~ _ ~RECORD C/L' ~ ' ------------- ---------------1-.~4-~-------------------------~ ---------~ I I i-: (/) ~-+-I t-----lt I~-- r r R,EMOVE MEDIAN-J WIT~IN'27 UM/TS SHOWN ~ i-... 0~ '. I'-. ..... STREIT CONSTRUCTION NOTES ~ CONSTRUCT ROADWAY PAVEMENT SECTION: AC: ADD 1" TO EXISTING SECTION ~ THICKNESS. BASE: SUBTRACT 1 " FROM EXISTING BASE THICKNESS. SOILS ENGINEER TO VERIFY SUBGRADE COMPACTION BEFORE PLACING MATERIAL. @ CONSTRUCT 6" P,C,C. CURB & GUTTER, TYPE 'A', PER CNB STD-182-L @ CONSTRUCT 6" P.C.C. CURB ONLY, TYPE '8', PER CNB ST0-182-L. @ CONSTRUCT P.C,C, SIDEWALK PER CNB STD-180-L. DISPOSITION NOTES ~ PROTECT IN PLACE [}] REMOVE ITEM NOTED 0 RELOCATE @ CONSTRUCT P.C.C. CURB ACCESS RAMP PER CNB STD-181-L. CASE PER PLAN. ® CONSTRUCT MID BLOCK BUS TURNOUT TYPE 18 PER OCTA GUIDELINES -FIGURE 20 r;;-., REMOVE & RELOCATE STREET LIGHT TO LOCATION SHOWN. EXTEND CONDUITS AND \;:';,I CONDUCTORS TO NEW LOCATION. @ RECONSTRUCT EXIST. CATCH BASIN PER DETAIL SHOWN HEREON. ADDENDUM 4 NARRATIVE: 4. ADDED DISPOSITION NOTES BASIS OF BEARINGS: ~ .... ,, ;■.,; FUSCOE APPROVAL RECOMMENDED: CALL TOLL FREE 1 -800-227-2600 BEFORE YOU DIG BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. EIIGllt:El.119 12/05/15 NO. 80066 EXP. 09/30/16 MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ I w :z: _J ::i::: ~ 1~ -t- , 20' o' 1 o· 20' SCALE: 1 " = 20' C-3897-C AS-BUILT ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) MARK NERO, P.E. RCE 80066 EXP. 09/30/16 AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL 1/28/14 ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: STREET IMPV'TS-BALBOA BL. MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 25 OF 27 20' o· 10' SCALE: 1" = 20' o~ u ~ , 1:2 0 t-ot-::> u-1i= l-+-+-+++-+-+---J---lf-l-+-+-+++«:iH ---J-l-l-+-+-+++o::0 cl:>-~---j-f-+-+-+-++-+~~---jf-----f-+-+-+++-+ia~+--ftRe,p,-. -l'fl=if----$++-+-li.-,l-l'..,.=-t-l-t-+-+-+++-+~ .... c--1-l-t-+-+-++-+--+-<1+;ij"';,nf---t-t-+-+-+-+-+----1'~----<j'it,,-f---t-+-+---tt--+-+--+-----i------l ~ I-0 lO I"') +18 JF cu B 1-, + N + N I"'),.., .. ~ f-t-t-6-+-+-+-+-+----t-----t---+-+-+-+-+-+-t-t---t---J----,----,f-f-t-t-t-t--t--t---t----t----t----t-----t-----t----t----t--+-+-+-t-t---t---J----,----,c-t-t-t-t-t--t--t---t----t---t----t-----t----t----t----t-11-t-t-----J-----J-----J111111111 111--t-1---t-1111 1-t111,l11r ·.,S-t-l p OF/£ ' ·, on:.1+-+--+--+--+--+---t---t---t-1-t-t-t-t-+-+-+-tt?*O fl-t-+--+--+--+-+-+-+-+-+-+-+-+-+-+-+-+--tt, -::r-.c.-on.~I+-+-+-+-+---+---J---J----,-f-t-t-+--+--+---t--t-11, 4, ""o,r:·t-t--+-+-+t tt-HqR,-• a'--i ' --:, .J-. -I (/) ViER 1 "-' cc cc cc cc r cc cc 1 f-t-+-+-+-+-+-t-----l-f-t-+---b+---t;;;;;t---t-t-----lhl,,t-t-+-+-++-+~-----l----,r-t-t--t----t----t----t----t-'~of---+-c!i--+--t---t-l-t-+---t-'of---+-t-+--t---t-t-t-+---t-'"'l--+-+--t--t-----if---t-t-+---t-'"t--+-t--t--t-f---t-t-t----t-"''+-+--+--+-+-+---''+-+--+---+-''-"4----r'-"tt--+-+---.1..;.",tt----t--+-+-----t, ~I ~ 0 o , ....1 o o o o ~ o r--... "' r.: 1-(l 1--+-+-----t-tt,:!-;f,I"' "t--t----i'~~-w -+-+---t-: ~lli:l'-.---ta~sllic-t-t----,t-,1-'t"t--t----t----t----t--+-l' ~0ff· i:'=---t-4 a.,o_,r ~It.I ~L.J 9 LL ' .-Q LL 9 LL. ~ ~ ~ l : : g LL. ~ I ~ r • I"') O -SU FA-E + V :.• + V + V + IO ~ lf? , ~ V lf? V II ,...· + . '<t f Ole:: + ~ II.., " .. , -N N • f"1 ' ,., I -.,.... ...... .-T f-t-+--8-~~;.., ,f-µrJ--f---j>-3-[-,!;-t-+-+HJs\--+:~t-1¥.-+-f-----lf-IC ,.~ /o -r-n ~ I'-. 0. 9% h Q 08)' 0. 2% 0.04% __ 0.1 6% 0. 5% _ 0. 6% J.O 51 . :W0 .;J y.; _ _l ( __ ._4;:I~_ 0 . ..,, -· ,---i--- S Rll",C PROFILE r-HH--t-,fflu'),· "'"'()'"·rf--t--t--t--t--t---t-TT TTTTTTTT1tt-+-£,P-iilllllll lllllllt/'j::_;_~,()1/':-t--+-t-+-+-+-++++++++++++1B~._!'i()l:JTTTTTTTTT TTTllll-t"11, 4, ~()lfl·H-1117 HORIZ 1 • -20' 'IJ ' 1 -' J, VERT 1 "=2' .,,,.,,_, ,.. "' "., ::::, 0 ':, I / MA Cl E C ID WA K ,n >-::::, ::::, o -:J' • ~ ~ e> c..::, ;.t-o ....J • ~-~ ! ~_,f.Ft----t--t,'Bt=."'°:f.::;:J't'F-,--+-+"'"' ia:,l?t-----i'r--+f---t-:= ~oi!'...,=-f---jf---j-<"',;-flF· ~--S:"'---l-f-t-t-:-+::±±-=+--+-+-----l-f-t--H~++-+-+-+----,r-r-t--t----t----t----t--+-t---i-Ht-"a'"'h~-t----t----t-t-1--+-t-----J-r-t-t--t---t----J f-+-+-+--£-o:1"~·--1st-+..,.~i'--l=!t-h~.c...,:r+-+-t----,--21,c,--t---t----t----jf-r~,ct-----t--+-t---"claa-<p, ~~ ~ 0 • = o g V 1--.i-t-i ~ ... LL ~ LL n--,' 8~"'g:...j~f-:~'FIF-~!l::i,...cjr~,r+'+-+~"l!I. ic~'-H~tJrF---l-+.illl~-ii=-"4 nJ;;J---tf---l I _Mol<OH --t---t--,~~· §-'l-,~OH --t----,il'----r f-·X_.t s-utR-F-tC-E++-+--+--+---tf---t-§·~,u..-t--t-----if---t-t-+-++-+-+--+--+-1-t--iii""'°f-io~-trµt-·t-t--H+---t--ij---t--t-----i-t-t-H :; !£, i.o'+ ·.~-~o ~1~ +11~ !~ It ~r---" r--...i,-lr .. r---.... r-t r--I~ I/ Nr---~ri-.:~I;:::: / ~~ rn 2 ~ 2 "' 0 • D IVI MIA~_ re ........ ,., --. ....: ·:4l0%I~ .2 ,% -,-..-----r ·r I.. --1 -I " I,., I -:,I")_,, ....._ .~6 ii -· -., w. ,o \ ~... ,!= ,~ I -,-\ I I f-t-H !:i-t-t-t-t-t-HH----,----,----t----t----,----,---J---J---J---J---J---t---t---t-----'f---PJJ< .e,::\.--+---J--+--+--+--+--+--+--+--+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+--+-+-+-+-++++++-+-+----t----t----t---t---t---t---t--t--t--t--t--t-t-t-t-t-'t-'t-ttt-t-lb-• ---t----t----t----t----t----t----J l-+-+-+--+-+-+-+-----je-l-+-+-+--+--+-+-+-----j-----je-l-+-+-+--+--+-+-+---'F-'l"OV'--'F"l~N-+-+-+--+-+-+-+-----t-1-+-+-+--+--+-+-+---t-----tf-t-+-+-+--+--+-+-+---t-f-t-+-+--+--+--+-+-+-----t-f-t-+-+--+--+-----t--+---t---t-t-+--t-E ,..... ,t.;i:pc1i+---,tL-'+_J=t--+tt-t----,f-t-t-+-+----+---t-"""1 BA: IN V l-l-l-l--ll--ll--ll--l----l----l----1----1----l---l---l---l---l--+--+--+--+--+-+-+-+-+-+-+-+-+-+-+-++++---l!:B~Al-!Y~, V~E;::.: • .:..· f.-r::'L ~1\Al:..;'f=IL!!il f!:E'-\l?f-!R~rl:::!F--1:!LE=+--++++++-+-+-+-+-+-+-+-+-+-+-+-+-+-t-t-t-t-t-t-t-t-t-t-t-t-HHHH------1------1------1----t--tt----t----t----t-----i Ho:,f07;.:_20, I I I I I VERT 1 "-2' 0+00 1+00 2+00 3+00 4+00 AWC T ---- !;,1 \, __ "_ (II :5 z\;:;::j·- o.. -• '>-1+-<Hn :::C \ II ~ ~ d ..ll=IE lll,iii" 20' KEY PLAN SCALE: 1 "=250' EX. SURFACE r;;:,. CONSTRUCT ROADWAY PAVEMENT SECTION: AC: ADD 1" TO EXISTING SECTION I!:!:'.} THICKNESS. BASE: SUBTRACT 1" FROM EXISTING BASE THICKNESS. SOILS ENGINEER TO VERIFY SUBGRAOE COMPACTION BEFORE PLACING MATERIAL. @ CONSTRUCT 6" P.C.C. CURB & GUTTER. TYPE 'A", PER CNB ST0-182-L. @ CONSTRUCT 6" P.C.C. CURB ONLY, TYPE 'B', PER CNB ST0-182-L. @ CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. @ RECONSTRUCT EXIST. CATCH BASIN PER DETAIL SHOWN HEREON. @ RECONSTRUCT EXIST CURB DRAINS PER CNB ST0-184-L. 45.53' • ~:>------------ai';'i ~ "' a:, .... 39.18' X w "' 00---' >-f--;i: ... zw -:-,,-....J o-o 7 ,0-.... , "' 1-rr-~0~.9~5%;:.o -.J// --' PROP. URFAI E SECTION @ 1 0+ 75 SCALE 1 "=20' CALL TOLL FREE V ~ o=i N I-~ ro zw --.J stoO a .:-:7i7-~J.:...__~4f2%~o--,--I PRO. y-- -URFA E EX. SUR CE I SECTION@ 12+50 SCALE 1 "-20' BASIS OF BEARINGS: , "' DISPOSITION NOTES QJ PROTECT IN PLACE 0 REMOVE ITEM NOTED o 61.00' f--·>---------------n a:, i';'i "' SURFACE >-;li f. PROP. o-' .,. z w -o O- :~f -=,T ~-lf S~B~%1o ==r-_: .... --"' ~-~-- PRQP. SU ,FACE SECTION @ 13+50 SCALE 1 "=20' 1 1 -800-227-2600 BEFORE YOU DIG BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BEl'ICH MARK "J-782", A 3 i" BENCH MARK DISK SET 11'1 THE TOP OF A CONCRElE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 291H STREET Al'ID NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) Wi'.5::.:::w\ I ~~g;1;;1 -. -~ ~-:"' I \j w ~ 10 co lr-'IL, J> '-en -.-- -------· rt-----.-1 -/---;o--ct=· -r__ -= .. ::::-.... EX. CATCH BASIN \ PR01ECT IN PLACE I Ii-: /(/) I ~11~ EX. GUTTER PR01ECT IN PLACE I a I I ~~ I;!: I IOJ I •. -11 ' /: : ~J : /ij ~: :! i'eo I 18TH STREET SEESHEET24 ADDENDUM 4 NARRATIVE: 4. ADDED DISPOSITION NOTES I 1 I 6. ADDED GRADE ELEV'S AND CONSTRUCTION NOTES TO W'L Y END OF BAY AVE. AND PORTIONS OF 19TH ST. {SHT 10, 24, 26) ENTIRE SHEET IS ADDENDUM ~ •• ,.,1 --FUSCOE lilSIIIIIII& 12/05/15 MARK NERO, P.E. RCE 80066 EXP. 09/30/16 4 #3 BAR OR EQUAL, OUTER SPACING NO GREA1ER THAN 4" MAX. WELD TO 3" WIDE STEEL BAND TO SUP OVER RISER 6.0± FABRICATE STEEL COVER TO FlT 12" HOPE RISER PLACE RIP RAP PILE AROUND ANO OVER RISER TO OBSCURE RISER SEE LANDSCAPE PLANS BOLT RISER IN PLACE W/3-1/2" SS BOLTS & SELF LOCKING NUTS TOP RSER mv"-; PROPOSED 12" HOPE PIPE 111 r-- l I I I I I I I r--"----j---, i I I ' I I ' I I ' , I I '. I I I r--..::r:=:=-.1-~ { __ _ g + WRAP ENTIRE STEM TIGHTLY WITH FILTER FABRIC. 12" HOPE EXTENSION, 12" LONG, CAPPED AT END PERFORATE PIPE W/2° ¢ HOLES AT 45' AROUND PIPE PERIMETER. PLACE 3 ROWS @ 3" O.C. STAGGERED AROUND PIPE. - DRILL 4-2" HOLES IN BOTTOM CAP WRAP ENTIRE STEM TIGHTLY WITH FILTER FABRIC. RISER DETAIL NTS ;., ' "' 5.0± SAND 12" HOPE 1EE CONSTRUCT AT SAME GRADE & DEPTH AS EXISTING PROPOSED SEAWALL BY OTHERS SEE PLANS BY MOFFATT & NICHOLS 4.15' B.34 TC , . .. ... ._ #4 BAR @ 12" O.C. AROUND PERIMETER. EPOXY IN PLACE I : 9.17' RECONSTRUCT TOP OF EXISTING CATCH BASIN W/0 INLET. CONSTRUCT UPPER REPLACED PORTION PER CNB STD-306-L. REUSE MANHOLE COVER WITH ENLARGED HOLE FOR TIDE VAi.VE ACCESS. CATCH BASIN 8.33% MAX. I NTS 0 u "- .u roo .... --I ffi DETAIL 'A' (MAINTENANCE DRIVE APPROACH) SCALE: 1"=10' APPROVAL RECOMMENDED: MARK HARMON MUNICIPAi. OPERATIONS DEPARTMENT DIRECTOR DATE: _______ _ AS-BUILT REMOVE EXISTING 12" ACP PIPE & REPLACE WITH 12" HOPE PIPE MATCH EXISTING INVERT DRILL EXIST BASIN TO ACCEPT 5/8" HOOKS EPOXY 4 HOOKS TO EXISTING BASIN EVENLY SPACED (lYP.) SEE RISER DETAIL ABOVE C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~W~8!1£l i 92663 C C -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ -------------~~~ =" .... ,, ~II!!!~~ FUSCOE EIGIIEEIII& 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 ° lex 949.474.5315 www.fuscoe.com ID CL ..c u 0 (I) ca • • 4 • D 0 ~ 0 C > QJ 0 ::, -0 0 co u 0 . 0 ..c: _Q u 0 0 QJ co Cl] --~ ~ QJ 0 <" Q_ -s 0 QJ 0 z "' REVISIONS DATE 2 'z it Z!:! ~2 ~~ 1~ iiJ LO 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 11/20/12 90% CONSTRUCTION DOCUMENTS 5/3/13 100% CONSTRUCTION DOCUMENTS 10/8/13 PERMIT SET SUBMITTAL ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 1 /28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1 /28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: PLAN & PROFILE, BAY AVE MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 26 OF 27 "' I "' z " ;Ji z ~ " ~ . ":I " "' ~"' 7.6 ,- _j_ j I 7 r -' L N:2169118.74 E:6052029.86 1.1 : 7 r ,- .J L _j_ -- 7 r .J L - 1.s 1 ,-r ,-7 r ,-7 -'--' L .J L .J SAND uuu uuuuuu [ )( 2 J BULK HEAD WALL~~~dllll • •;i :.··· . -· ~ :· . . . ·. •.· ~ ... .. .,. .. NOT A PART )( S.4 D ' 1 1 I \1 ' -~.[ ==O ---+--l"i'l==+=+=il ~Al LI G-i:F ENTE=R'------+--'"'ej=:::t==J=:::j = I iO .8' -----t--1'"'!-1+-=+=+='i EXISTING MARINA BASIN - --- ROW ' llt---,,.--i I " I ROW "l -~ WORK LIMIT LINE )( 1.s --------til----:t>-1._6 _______ ')(c-1_.9 ___ ~~-~1_._1 ________ +1_.s ________ ~-----}'-'1_.s_-+-\ \ r 7 r T 7 r ,-7 r ,-7 r /C9NSTRUCTI9N ~ ,-7 r ,-7 r 7 0], \ ~ . ., \ '-1)0 C. .. -V fl. ( c;)----e 0--0-• 0 ~ r , I) 7\3 LI..!/ J_ ...] L ....L _I L ....L _J L ....L ..J L e eI) ....L _J L I _J____j___ ____J___ "" ,, • ~ "' - - ' •. • ..... □ s.6 )( NQ.T9A> PART >--_::__x::~48--o-~~\-_ --:-_\ts--.---c-'~AITT_i ~- 00 ~--1~~~~==;~~.N~~==:::::i.~fr.f:=-:Pd.I:J~=i9=.4===== "' + I r-:+-1",-..,..,'.-, 14.5 21.4 ,..: + 0 0 0 D~ D 0 0 otJI;;) 4 __________ _ p L X I i--+-+~ASO I -la:E.-ID ET ISHEE I SEE / REET IMPROVEMENT ROW PLAN F~OR~~~~~c'=============================== I I I I I ONSTRU INT BALBOA 7.3 I;;) : -' I S:A~24+40:~; 'e. INT BALBOA 7 _7 REf~D 'e. 7 _3 ' \ 1 1 30 ~ • 6 0 . 15 . --Kt--~Ei'""s==_--------*--~-=--=-----_-_-_W_E ___ S _T _B _A _L _B _O-,L-A=~B~=--0 -U _L _E _V,_:.L\_R_D_---=-__ -_-~-:::___~ _------_-i:_1 ---+-\ 6.9 ECORD 'e. 6.9 ,---,-if'--T ---+t:::-=-=--=--=::;:::;::::;:;;;,.;;,.;;:::::;;;;~~;:::;;;::~::;;;;;:::;;;::.,.:::;...;::;;;;;::::;::,;::;__;::;;;;::::=--=--====-=--====-=--====--=- W f ST BALBOA BOULEVARD 6.9 ;::::::( =----=-===~=)(.=~=~~1~====1 =-·"\ 7.4 SCALE: 1" = 30' µ I,.._ NOTE RE: ACCESSIBLE PARKING AREAS SEE ACCESSIBLE RAMP AND PARKING DETAILS IN THIS AREA. I I 30• o· 15' 3 • SCALE: 1" = 30' I I I CONC. l LAUNC _ I RAMP ! I I I I 11 ,, I ' ------...__ " .. ' C E ..., " " & NI CALL TOLL FREE " 1 -800-227-2600 BEFORE YOU DIG " " " " " " " -I - 30' o· 15' 30• SCALE: 1" = 30' --1 L r .. ' L r L r ' / , f L BASIS OF BEARINGS: BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 ¾" BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST LOCATED AT THE NORTHEASTERLY CORNER OF THE INlERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD. ELEV.= 7.142 FEET (NAVD 88, YEAR LEVELED 1989) 7 -j _, 7 --1 :..., ..., a, ' / .J •. ~ .... ,, ;■.,; FUSCOE EIIGllt:El.119 0 ---,-4: a ,ri N SEE ACCESSIBLE RAMP AND PARKING DETl>JLS t-;,-t---t----;-.,---; FOR DIMENSION IN THIS AREA. SEE LANDSCAPE PLANS FOR WALKWAY AND HARDSCAPE IN PARK AREA. 12/05/15 NO. 80066 EXP. 09/30/16 ---= -C'! "' N 66.1 APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ MARK NERO, P.E. RCE 80066 EXP. 09/30/16 I I -- I 1I--I I __ , I .... ,-- a, ADDENDUM 1 NARRATIVE: 14. REVISED PL LOCATION AS-BUILT \ -- C-3897-C AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR ~~~~~rxH8ffl1c!g ~ lmldacape An:hllictura Mcmter Plannllg Urban Deal ~ 92663 C: 0 -II. 833 Dover Drive Newport Beach, CA (949)548-3459 :c www.rhdo.com ~ ~ ----------.~~ EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 • lox949.474.5315 www.fuscoe.com ID a.. • REVISIONS ..c u 0 (l) a::l t 0 a. ~ (l) z DATE 2~ i~ z ~ 'O ~ ~ f~ < :! Z> I" ,0 100% DESIGN DEVELOPMENT 8/2/12 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SET SUBMITTAL ADDENDUM 3 ADDENDUM 4 DELTA 5 DELTA 6 AS-BUILT PACKAGE 3 11/20/12 5/3/13 10/8/13 1/28/14 4/3/14 8/25/14 12/13/14 02/06/15 12/05/15 JOB NO.: 1001.01 DRAWN BY: R/Hdo/FEI DATE: 1/28/14 CITY PROJECT NO. C-3897 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: HORIZONTAL CONTROL PLAN MARINA PARK CIVIL IMPROVEMENTS SHEET: SHEET 27 OF 27 ' i • u ~ ' ., 0 " E 0 u ' L " a il /' ~ a L " ';!, rn C ';!, ~ il /' , C ., 2 ? LEGEND: -RIC - 1--- • □I--- -ss- • 0 I I I I •,. . . I "-' I I I I I I I - - - -== I I I I I I I I 0 0 ' ' ' • + 0 ' , / 'I --.••• ~.~""--!-'.II =.-11_~1~111-1~1 · l~_I. ~11~ .. -~.u,u -_"'."l ~I_...I_ .... ll ~lllll=IIUJUm=_ ,ii,_ ·111:U/w~I~: d:,d.i ! I·· ... ... •. ---+-- - .. . ,", ' . .. . . " -=·· =e==·,a;··==·==·~S!===·· ~~==e====c=s=s="""'==s"l -:· _.'• ·1-1--11 . . . . .. 0 • ___ ,. .. d I I I I, I _,v " ..... FW ,#:"" FW --,_ -- --- •-,.~ ... . ... . '• K ,...l=l=~H .. :. •,• I 11 0 0 ~ 0 0 I 1-ll-=1==!==11 I "' I ,__L._.:,,,_;::.,;;:=====::: , ' I I I I I I L - - I I I I -I I I I T I I I I I I I I 1] -I I I I I I I I I 1 1 I I I 1 i I I I 1 ·1~ I I I I ~I I I WORK LIMIT LINE_,/ + ----------• '-_,r \.....I r / ' ,r --- t r r r ( ( ( ( I• " I I I I I I ~ I I "' I/ ,r ,r -=--==:::;::;?.i,r . ·-./ ,r r. r. -~ -~ ~ - -..., - - - - I I I r l I I I T 1 ' _, 7,6 ., r T .1.5 1 I I I -~-...... ""n .. -wL • .,,,._A ___., -· -~ FVARn 1.3 1 -~ l-----'~-J,...L.... I I I I ____.J:la ...... --~~--,-, -,-✓--.,---T-t-_ *,+-, _,__==--~-------1--Y 7.9 7.7 , 7,8 . -, r -,--, r T -, r -,-7 r -,--, r -,-., r . SD s D .n - • ., -i. -If_ t ----- - -----GD · J_ 1,).;i_ ~ ~ D •• ' ~ si E •• -E SS -,..-....Le ~~O>c ==-s~~ -'hJ ,Ii; ~E T •'-T T T --, :1/T-----\ _:......,_-+hJ--; ---~----"T ~ - -;----\-- - T --Q ~ .._, I • './ ' _J L ' _J L .L. ' ' _J L ~ © © _l_ __J L __L I I I I -1~-, I l ~ -------' v7.6 7.3 ~ , \ \ / I !3.9 \,. 6.9 \, , _J L 6.9 6.9 6.9 I ---- I----------------➔.,..~:.......-------------,,((--------"----'--I ---------------------------------I t--, _..,_-+-~ --_\ -\,· \ I PROPOSED FIRE SERVICE LINE FIRE DETECTOR CHECK FIRE HYDRANT AND SERVICE LINE DOUBLE DETECTOR CHECK VALVE PROPOSED DOMESTIC WATER LINE DOMESTIC WATER METER SERVICE AND BACKFLOW DEVICE DETECTOR CHECK ASSEMBLY WATER METER PROPOSED SEWER LINE SEWER MANHOLE AND CLEANOUT SEWER LATERAL DRY UTILITY -__ .,_ - ---w-- ---SD-- --r-- --G-- --E-- EXISTING SEWER LINE EXISTING WATER LINE EXISTING STORM DRAIN LINE EXISTING TELEPHONE LINE EXISTING GAS LINE EXISTING ELECTRICAL LINE ' / I, J I i LJ --· t NOTE: 1. COORDINATE POLE AND OVERHEAD UTILl1Y LINE REMOVAL WITH RESPECTIVE UTILl1Y. 2. ALIGNMENTS SHOWN REPRESENT ALIGNMENTS PROVIDED BY THE RESPECTIVE UTILITIES. SEE RESPECTIVE UTILl1Y SHEETS FOR CONSTRUCTION OF RESPECTIVE FACILl1Y. VERTICAL ALIGNMENTS SHOWN ON THE SECTIONS OF UT SHEET 2 ARE SUGGESTIONS ONLY, AND ARE SUBJECT TO UTILl1Y APPROVAL AND/OR MODIFICATION. 3. A COLOR VERSION OF THIS SHEET IS AVAILABLE. SEE SHEET 2 FOR SECTIONS \ le I • C 00 .. .,. E . -1-I (f_ VARIES I FINISH GRADE --'------"'t--T-EL6n...--1----N • C N ·-.. E 1-1/2" 3" H ~· '· ... POWER I ',} , ·: CONCRETE ENVELOPE _l__bn-:'.=-=-==l~1 ):' ::'::il~~ ~--SPACER f-1---'-'12~" -+--I VARIES TYPICAL CROSS SECTION OF JOINT TRENCH N.T..S.. ,- - - I • >-- .""uc..ii=,--t'..,t,=--oY'------w-- - I ~ I ')(. 7 .8 --Arel', ( v i------- ' I:) ----j 0 - AS-BUILT ----- AS-BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR 30• o· 1 s· 30• SCALE: 1 " = 30' "L-------------------------------------------------------------------------------------------------- Rabb ~n/He.EH1an aes1 _yn orr1ce lmldacape An:hllictura Mcmter Plannllg Urban Design 833 Dover Drive Newport Beach, CA ( 949 )548-3459 www.rhdo.com 92663 EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 ° lox949.474.5315 www.fuscoe.com ID a_ ·--~ CD REVISIONS DATE ADDENDUM&. 8/22/14 AS-BUILT 12/05/15 JOB NO.: 1001.01 DRAWN BY: FAR DATE: 10/24/2012 CITY PROJECT NO. #-#### CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PACKAGE3 TITLE: COMPOSITE UTILITY EXHIBIT SHEET: UT SHEET 1 OF 2 ' i " u ~ ' ., 0 0 E 0 u ' L " a il ;, ~ a L " ;e!-rn C ;e!- ~ il ;, , 0 ., 2 ? u.l ~ \ I I ... g u.l \ + .-_ ...:...i-_._ -_·. ·_._· _._._._. ~:-----._ ·_. -·-_· ___ • ·-· -~: .--.· DCDA 8" FW > ~ I I I I j > I ~ I I VALVE " ' 111 I 26.4' DRIVE AISLE 2% MIN. 9.13 FS 7.8' P.A. CONG. IDEWAL 1.7' / EX. RAILING ' ' I I 8" SEWER '' " R/W EX. BULKHEAD WALL I ' I ULT GAS 9.3 I FS I I EXIST. PP_/: BEYOND =='==i:::=::::c,=,;:l=~=~=I ~ ! I I EXIST SURFACE L ~ JOINT TRENCH 8" VCP SS MAIN 3.9' INVERT ]....,,:~3 2---..3~p===--i;i I JOINT TRENCH CONG. ENCASED EX. TIE BACKS ANCHOR 16" WATE UPPER & LOWER CONG. ENCASED LIMIT OF JOINT TRENCH SWEEP BEFORE & BEYOND WALL DEPTH PER -- BULKHEAD PLANS BY FACILITIES, SEE TYP. JOINT TRENCH SECTION MOFFATT AND NICHOLS SECTION A-A SECTION c-c SCALE = 1"=10' 8" SEWE GAS---..,. 16" WATER UPP ER & LOWER~~ LIMIT OF JOINT TRENCH FACILITIES, SEE TYP. JOINT SECTION B-B TRENCH SECTION SCALE = 1"=10' PIV BEYOND DCDA 2" WATER SERVICE TO MARINA BUILDING EXIST. SURFACE JOINT TRENCH CONC. ENCASED SCALE = 1 "=1 O' 16" WATER GAS 9.13 FS EXIST. SURFACE EXIST. SURFACE 6" HYDRANT BEYOND JOINT TRENC 4" FIRE WATER FITTING " ' / ~ ~ ~ .. FIRE WATER 8" SEWE~ SECTION D-D EWER LATERAL SCALE= 1"=10' GAS 8" SEWEN----.,. 16" WATER 9. 11 FS EXIST. SURFACE 16" WATER 4" FIRE WATER} I I GAS SECTION ~t11~ E-E SCALE = 1"=10' 9.10 FS D EXITS. SURFACE EXITS. SURFACE 8" SEWER \_JOINT TRENCH CONG. ENCASED SECTION F-F SCALE = 1 "=10' 16" WATER 8" SEWER 9.02 FS EXITS. SURFACE 4" FIRE WATER} \_JOINT TRENCH SECTION G-G SCALE = 1 "=10' 16" WATER GAS EXITS. SURFACE ~ +-,-~,__--+-------j 1!!1--~JOINT TRENCH CONG. ENCASED SECTION H-H SCALE= 1"=10' .. . . . . •.. ·.1 . ·,. •. . "' '·· .. ·1 5_,,_ . : •. WORKLIMITLINE7 ----T 11.6 )(. ~ I r I I BAY AVE. N21 W LE 7.4 ' ____________ -rt __ --------" 1=--ss + -----!jT---T .. ' . +--+-+-I• - ~-c+--~--' I --t-7'i'ffi. G --G-- __ 16~ - - - I ' , ' . ,, T---T L _j L ----L ~------1.11 )( - - ·., • I . ii .. '/ \ . ,, . . . .. . . . . •. ·. : . ~: / / T --/--,-¥ T ---T -~"----+-1-------" 1:/i WORK LIMIT LINE r ,-,- ....,_ . . . '· .. . , . ---T ,-7 r T -, r T -.. --_J L T -_J_-~ 1 L -_,_-T ~ L -_LT -J L-T--:::;---T---T--- _J L _L _IL ~ 7,6 7 -N216BSOO I ,,--======----===.F======~=============--±::::---.1 1. I ~ I I ' .. " SD ? ~ --=-'"'-==--9 I r -, r ---SD T---T -1.. _J L 1.1 ~ )( I I I I I ·1·· .· . . . ·: . :, .. ·1·· __ -···- . • .... .... ' . - t-w w :::c: V, w / w V, •• w z ---• I ·- ___ , T 7 r I AS-BUILT AS-BUil T DRAWINGS ARE BASED ON INFORMATION PROVIDED BY CONTRACTOR 30' o· 1 s· 30' SCALE: 1" = 30' "------------------------------------------------------------------------------------------------------------------------------------------------... Rabb ~n/He.EH1an aes1 _yn orr1ce lmldacape An:hllictura Mcmter Plannllg Urban Dealgn 833 Dover Drive Newport Beach, CA ( 949 )548-3459 www.rhdo.com 92663 EN&INEEIING 16795 Von Karman, Suite 100 Irvine, Califomia 92606 tel 949.474.1960 ° lox949.474.5315 www.fuscoe.com ID a_ ·-- REVISIONS DATE ADDENDUM&, 8/22/14 AS-BUILT 12/05/15 JOB NO.: 1001.01 DRAWN BY: FAR DATE: 10/24/2012 CITY PROJECT NO. #-#### CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PACKAGE3 TITLE: COMPOSITE UTILITY EXHIBIT SHEET: UT SHEET 2 OF 2