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Home My WebLink AboutH_5233_STITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 MARINA BASIN GENERAL NOTES B1.00 PACKAGE 2 ³´ 1 E C -0 oci 0 N >-0 :,;; -ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 0 0 <t'. 0 0 ::;:;, ~ C "- "- GENERAL GRADING NOTES: 1. 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 COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTIRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 4. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 5. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTIRUCTION PERIOD. 6. 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. 7. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 8. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 9. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 10. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 11. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 12. 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. 13. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 14. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTIROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A STOP WORK ORDER. 15. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. 16. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STIREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MA TERI AL AND WASTE SHALL BE REMOVED FROM THE SITE. EROSION CONTROL NOTES: 1. TEMPORARY EROSION CONTIROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTIROL 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. 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 CONTIRACTORS, 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, OR MINIMUM RELATIVE COMPACTION PER PROJECT SPECIFIC SPECIFICATIONS, WHICHEVER IS GREATER, OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, OR MINIMUM RELATIVE COMPACTION PER PROJECT SPECIFIC SPECIFICATIONS, WHICHEVER IS GREATER, AND AS DETERMINED BY ASTM TEST 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 WATER 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 CONSTIRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STIRUCTURES 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 WIRITING 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 STATE 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 TO 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 WIRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. PERMITTING SPECIAL CONDITIONS WORK SHALL COMPLY WITH THE PROJECT EIR AND LOCAL COASTAL DEVELOPMENT PERMIT SPECIAL CONDITIONS, INCLUDING: A. SILT CURTAINS WILL BE UTILIZED TO CONTROL TURBIDITY DURING REMOVAL AND PLACEMENT OF PILES. B. FLOATING BOOMS SHALL BE MAINTAINED AROUND THE PROJECT SITE IN ORDER TO CAPTURE FLOATING DEBRIS DURING ALL DEMOLITION AND CONSTRUCTION PHASES. C. WHERE PERMITTED, DISTURBANCE TO THE OCEAN BOTTOM AND INTERTIDAL AREAS SHALL BE MINIMIZED. D. MACHINERY OR CONSTRUCTION MATERIALS NOT ESSENTIAL FOR PROJECT IMPROVEMENTS ARE PROHIBITED AT ALL TIMES IN THE SUBTIDAL OR INTERTIDAL ZONES. E. NETTING, SANDBAGS, TARPS AND/OR OTHER FORMS OF BARRIERS SHALL BE INSTALLED BETWEEN THE WATER AND WORK AREAS AND EQUIPMENT STORAGE AREAS TO PREVENT ANY UN PERMITTED MA TERI AL FROM ENTERING NEWPORT BAY. F. THE STORAGE OR STOCKPILING OF SOIL, SILT, OTHER ORGANIC OR EARTHEN MATERIALS, OR ANY MATERIALS AND CHEMICALS RELATED TO THE CONSTRUCTION SHALL NOT OCCUR WHERE SUCH MATERIALS/CHEMICALS COULD PASS INTO THE WATERS OF NEWPORT BAY OR THE OCEAN. STOCKPILED FILL SHALL BE STABILIZED WITH GEOFABRIC COVERS OR OTHER APPROPRIATE COVER. STAGING AND STORAGE OF CONSTRUCTION MACHINERY AND STORAGE OF DEBRIS SHALL NOT TAKE PLACE ON ANY BEACH. STOCKPILING OF MATERIAL SHALL NOT EXCEED 10' IN HEIGHT AT THE END OF ANY WORKING DAY. G. EROSION CONTROL/SEDIMENTATION BMPS SHALL BE USED TO CONTROL SEDIMENTATION IMPACTS TO COASTAL WATERS DURING PROJECT STAGING AND DEMOLITION. BMPS SHALL INCLUDE A PRE-CONSTRUCTION MEETING TO REVIEW PROCEDURAL AND BMP GUIDELINES. H. SPILLS OF CONSTRUCTION EQUIPMENT FLUIDS OR OTHER HAZARDOUS MATERIALS SHALL BE IMMEDIATELY CONTAINED ON-SITE AND DISPOSED OF IN AN ENVIRONMENTALLY SAFE MANNER AS SOON AS POSSIBLE. DISPOSAL WITHIN THE COASTAL ZONE SHALL REQUIRE A COASTAL DEVELOPMENT PERMIT. I. CONSTRUCTION VEHICLES OPERATING AT THE PROJECT SITE SHALL BE INSPECTED DAILY TO ENSURE THERE ARE NO LEAKING FLUIDS. IF THERE ARE LEAKING FLUIDS, THE CONSTRUCTION VEHICLES SHALL BE SERVICED IMMEDIATELY. EQUIPMENT AND MACHINERY SHALL BE SERVICED, MAINTAINED AND WASHED ONLY IN CONFINED AREAS SPECIFICALLY DESIGNED TO CONTROL RUNOFF AND PREVENT DISCHARGES INTO NEWPORT BAY OR THE OCEAN. THINNERS, OILS OR SOLVENTS SHALL NOT BE DISCHARGED INTO SANITARY OR STORM SEWER SYSTEMS. J. WASHOUT FROM CONCRETE TRUCKS SHALL BE DISPOSED OF AT A LOCATION NOT SUBJECT TO RUNOFF AND MORE THAN FIFTY FEET AWAY FROM ALL STORM DRAINS, OPEN DITCHES AND SURFACE WATERS. K. ALL FLOATABLE DEBRIS AND TRASH GENERATED BY CONSTRUCTION ACTIVITIES WITHIN THE PROJECT AREA SHALL BE DISPOSED OF AS SOON AS POSSIBLE OR AT THE END OF EACH DAY. L. DIVERS WILL RECOVER NON-BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS AS SOON AS POSSIBLE AFTER LOSS. M. THE PERMITTEE SHALL DISPOSE OF ALL DEMOLITION AND CONSTRUCTION DEBRIS RESULTING FROM THE PROPOSED PROJECT AT AN APPROPRIATE LOCATION IN A TIMELY MANNER. IF THE DISPOSAL SITE IS LOCATED WITHIN THE COASTAL ZONE, A COASTAL DEVELOPMENT PERMIT OR AN AMENDMENT TO THIS PERMIT SHALL BE REQUIRED BEFORE DISPOSAL CAN TAKE PLACE. N. ANY WOOD TREATMENT USED SHALL CONFORM WITH THE SPECIFICATIONS OF THE AMERICAN WOOD PRESERVATION ASSOCIATION FOR SALTWATER USE. WOOD TREATED WITH CREOSOTE, CCA (CHROMATED COPPER ARSENATE), OR ACA (AMMONIACAL COPPER ARSENATE) IS PROHIBITED. NO WOOD TREATED WITH ACZA (AMMONIACAL COPPER ZINC ARSENATE) SHALL BE USED WHERE IT COULD COME INTO DIRECT CONTACT WITH THE WATER. 0. AT THE END OF THE CONSTRUCTION PERIOD, THE PERMITTEE SHALL INSPECT THE PROJECT AREA AND ENSURE THAT NO DEBRIS, TRASH OR CONSTRUCTION MATERIAL HAS BEEN LEFT ON THE SHORE OR IN THE WATER. STRUCTURAL NOTES: 1. FOR ADDITIONAL INFORMATION NOT MENTIONED IN THESE STRUCTURAL NOTES, REFER TO SPECIFICATION SECTIONS. 2. A REGISTERED INSPECTOR SHALL BE PRESENT FOR: PLACEMENT OF REINFORCED CONCRETE INSTALLATION OF TIEBACK ANCHORS FABRICATION AND FINAL INSTALLATION OF SHEET PILES 3. AN ENGINEER SHALL BE PRESENT TO OBSERVE: GENERAL CONSTRUCTION AND FABRICATION OF CONCRETE SHEET PILES INITIAL PILE INSTALLATION CONSTRUCTION OF REINFORCED CONCRETE CAP AND TIEBACKS VERTICAL DA TUM / BENCHMARK: BENCHMARK: J-782 ELEVATION: 7.142 NAVO 88 ELEVATION 0.000 NAVO 88 = 0.116 MLLW FOUND 3 i" OCS ALUMINUM BENCHMARK DISK STAMPED "J 782 1946", SET IN THE TOP OF A CONCRETE POST. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF 29TH STIREET AND NORTHBOUND NEWPORT BOULEVARD, 24.3 FT. EASTERLY OF THE CENTERLINE OF THE NORTHBOUND LANES ALONG NEWPORT BOULEVARD AND 23.3 FT. NORTHERLY OF THE CENTERLINE OF 29TH STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEV. = 7.142 FEET (NAVO 88, YEAR LEVELED 1989). BASIS OF BEARINGS: THE COORDINATES SHOWN HEREIN WERE DEVELOPED USING ORANGE COUNTY SURVEYOR'S GPS POINTS 7802 AND 6288. TRACT INFORMATION: LIMITS OF PROJECT ARE WITHIN CITY OF NEWPORT BEACH PROPERTY: APN: 047-090-06 PORTIONS OF: SECOND ADDITION TO NEWPORT BEACH MM 3/32 REC. 6/27/1904 NEWPORT BEACH SEC 'B' MM 4/27 REC. 8/15/1905 TIR 234 MM 13/36-37 REC. 9/4/1922 SYMBOL LEGEND ----------- -----ss---- RIGHT-OF -WAY LINE CENTERLINE EXISTING WATER LINE EXISTING RECLAIMED WATER LINE EXISTING SEWER LINE EXISTING SEWER LATERAL A •-• Ff-♦ DETAIL NO. SHT. SHOWN ON DETAIL REFERENCE EXISTING OVERHEAD ELECTRICAL LINE EXISTING STORM DRAIN S SEWER c:,,'' {SD STORM DRAIN EXISTING BENCH MARK EXISTING FIRE HYDRANT EXISTING UTILITY POLE EXISTING SPOT ELEVATION EXISTING MANHOLE EXISTING FENCE LIMITS OF WORK FLOATING DEBRIS BOOM C) RAIL -----x----FENCE WORK GATE Underground Service Alert Call: TOLL FREE '-800-227-2600 TWO WORf-lflG DAYS BEFORE YOU DIG E EDISON T TELEPHONE RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt ct Nichol Date May 2015 ABBREVIATIONS (ALSO SEE SHEET L0.01) AB ABBREV AC AD ADA AFF ALUM ALYC APPR APPROX APWA ASTM AWL BD OR BRD BLDG BLK BM BMP BOB BOC BOH BOT BOW C/C CAB CB CEM CF CIP CJ CL CLR CMU COL CONG CONN CONST CONT CORR CSK CY DEG, 0 DET DIA DIAG DIM DIR DBL DWG EA EHT EIR EJ ELT EL, ELEV ELEC EQ EW EXIST (E) EX FDC FF FG FH FIN FL FOC FS FT FTG GA GALV GB ID IE IN L LT MAT'L MAX MB MECH MFR MH MIN MLLW MSL (N) NIC NO NTS QC OD PA PB PCC PL PVC PW R RCP RD REINF REQ'D RM RP RSP SCH SECT SD SF SHT SSPWC SQ ss STL STRUCT SW SYM TBD T & G TC THK TW / TOW TOC TR TYP VAR VCP VERT W/ WTR ANCHOR BOLTS ABBREVIATION(S) ASPHALT CONCRETE ACCESS DOOR AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ALUMINUM AMERICAN LEGION YACHT CLUB APPROVED APPROXIMATE AMERICAN PUBLIC WORKS ADMINISTRATION AMERICAN SOCIETY FOR TESTING AND MATERIALS ABOVE WATER LEVEL BOARD BUILDING BLOCK BEAM BEST MANAGEMENT PRACTICE BOTTOM OF BEAM BACK OF CURB BACK OF HOUSE BOTTOM BOTTOM OF WALL CENTER TO CENTER CRUSHED AGGREGATE BASE CATCH BASIN CEMENT CURBFACE CAST IN PLACE COLD JOINT / CONSTRUCTION JOINT / CONTIRACTION JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCT OR CONSTRUCTION CONTINUOUS CORRIDOR COUNTERSINK CUBIC YARDS DEGREE DETAIL DIAMETER DIAGONAL DIMENSION DIRECTION DOUBLE DRAWING EACH EXTREME HIGH TIDE ENVIRONMENTAL IMPACT REPORT EXPANSION JOINT EXTREME LOW TIDE ELEVATION ELECTIRICAL EQUAL EACH WAY EXISTING FIRE DEPARTMENT CONNECTION FINISH FLOOR FINISH GRADE FIRE HYDRANT FINISH FLOWLINE FACE OF CURB/ FACE OF CONCRETE FINISH SURF ACE FOOT/ FEET FOOTING GAUGE GALVANIZED GRADE BREAK INNER DIAMETER INVERT ELEVATION INCHES LENGTH LIGHT MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MANHOLE MINIMUM MEAN LOWER LOW WATER MEAN SEA LEVEL NEW NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER PLANTING AREA PULL BOX PORTILAND CEMENT CONCRETE PLATE OR PROPERTY LINE POLYVINYL CHLORIDE POTABLE WATER RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN REINFORCED REQUIRED ROOM RADIUS POINT ROCK SLOPE PROTECTION SCHEDULE SECTION STORM DRAIN SQUARE FEET SHEET STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SQUARE SANITARY SEWER/ STAINLESS STEEL STEEL STRUCTIURAL SIDEWALK SYMMETIRICAL TO BE DETERMINED TONGUE AND GROOVE TOP OF CURB THICK TOP OF WALL TOP OF CURB/ TOP OF CONCRETE TOP OF ROCK TYPICAL VARIES VITIRIFIED CLAY PIPE VERTICAL WITH WATER 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN SITE PLAN B1.01 PACKAGE 2 E " 0 ro .,., 0 N ~ >, " ::a 0 -ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 0 0 <t'. 0 0 ::;:;, ~ " "- 0 C ·c: " ::, .,., ,-... -/ "- ~ i ww "'~ X iC WEST GROIN WALL-- --------------- GROUTED TIEBACK / , / , , / , / , / , / , / s"ss --s"ss ---- --"SS G--G------G-- □ □ 16"W T )( 5_6 MARINA BASIN MAINTAIN FLOATING DEBRIS BOOM UNTIL END OF CONSTRUCTION , / BEACH / , / / /' _,,, _,,, _,,, ,,/ ,,/ ,.-' ,,, , , , , J1'vf P Rdv,Mt~:T1 , , , / , / / BULKHEAD , / , / , , / ,,/ ,/ ,/ _/ -~,-~-~-~-~-~-,,--,-,--,,-,-,-,-,+- ,,.. _,,, _,,, , / / / / UPPER GROUTED TIEBACK LOWER GROUTED TIEBACK HEAD AS p H , t )( ~ .. '+· -----,-I ------+.1-I ----'il:----B---"-4--+- 8"5S -- --L s"ss -- --s .. J ---- --s"ss --L -- --s"ss --s"ss --s"ss --G----G ----G-- G--• □" 16W -- ----,aw ---- C -G -----"---.c -□ lCW -- ----16"W~c.... __ --G------G 16"W ' 5. 5_7 )( 5,6 )( s.4 G MARINA L 16"W -- -------------------------------------------------' RECORD ORA WING This record drawing has been prepared, in part, upon information furnished by others. 'Nhile this \ based information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date ___ M_a_.,.'Y_2_0_15 __ _ 1 LAYOUT PLAN 81.01 SCALE: 1 "= 20' RECONSTRUCT EXISTING AL YC BULKHEAD CAP AND RECAST WITH NEW MARINA PARK CAP RECONSTRUCT EXISTING AL YC HOIST AREA CONCRETE SLAB AND WASHDOWN SPIGOT BULKHEAD-, BASIN BULKHEAD 0 --,---C ----' II w --- IIH'F·+------+~-~-W -- -- 1 5_4 56)( ' . ----t-- • ~---------' --':'I---- -- -- ---- GROUTED TIEBACK I)( g . ';J' ---____ _L_ _j__ -------------------- I )( g 0 ---------' ----- 0 0 0 [ ___ X -------~ --fa~·:sss_s__':==::::-:::s,;_-::-::-::_'~·:sss_s_::::j:_==---=-=-=-::_.,~s~s_:=:_==-=-=-::-::_8'":s~s_:-::-::-::_:-::-::-::_:±:_~a:·s~s_:-::-::-::_:-::-::-::_:-::-::-::_aa:"scs'_:-::-::_=_:-::==-====_aa~"s~s'_:-::_==---===::_:=gc;'.~a•t·s~s;_ I \ y □-G----16" )( g. t""GROUTED TIEBACK '73f1Jsw--{is-) MANHOLE AND UTILITIE:-,-- )( 5 .7 ;; \ G----G---- -- 16"W 16"W ---- --16"W c+--~o oo )( 5 .7 C!s::: ----SO -- -- --SC -- ----SC ---- --G---- --G----G --16"W ---- --18"W ---- --16"W □ □ ------x----------------- 0 0 0 0 Do 0 □ X 0 Orf□@ X .5 \ __ ---- \ --SC--- 20' o· 20· 40' ------ SCALE: 1''=20' 1111111111111111111 moffatt & nichol ID CL • DELTA 1 / ADDENDUM 1 ..c: u 0 (1) ca t 0 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION r--•--=== TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN BULKHEAD LAYOUT - 1 B1.02 PACKAGE 2 <i:i '° -0 N c5 N >, 0 :::,; "' ., "O '° ~ _J w C, <O 0 -I N 0 -ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 C, C, <t'. 0 0 ::;:;, ~ 0 "- 0 C ·c: 0 :::,; .,., ,-... "- END GROIN WALL AT CONTROL LINE 1 ~~~r-----1N;2[i, 1~6~98, 1~8~8-18~4---\ 9" EXTEND CAP ::'.: E 6,052,356.58 CAP CONTROL JOINT ' Ol I N - ,---- CAP CONTROL JOINT +---H+tt--1 -------- IA BEGIN GROIN WALL AND BULKHEAD AT CONTROL LINE ,..---..,,..---.., ST A Tl ON 1 + 00 1 2 N 2,169,123.31 ' IX) I " -N z 0 1-u w Cl'. C,, ('.) z > Cl'. C, GROIN WALL CAP EL. +8.0 MLLW SEE SHEET B1.10 TOP OF CAP STEP DOWN TRANSITION FROM +9.5 MLLW TO +8.0 MLLW SEE DETAIL~ ~ GROIN WALL CAP EL. +9.5 MLLW SEE SHEET B1.10 0 Gf/OU D Tl BA K CAP CJ AT STA 1+24.42 BULKHEAD ROUNDED CAP TOP AT EL. +9.5 MLLW SEE SHEET B1 .09 CAP CJ AT STA 1+48.42 81.07 CONSTRUCTION NOTES: (D CONSTRUCT GROIN WALL PER SHEET B1.10 ® CONSTRUCT 10" BULKHEAD PER SHEET B1.09 @ INSTALL GROUTED TIEBACK TO GRADE BEAM PER SECTION A, SHEET B1 .07 MARINA BASIN CAP CJ AT STA 1+72.42 DRl !v'ING DIR!c l\)N CAP CJ AT STA 1+96.42 US BULKHEAD LINE CAP CJ AT STA 2+20.42 n 0 G OU D IEBlfCK m S~ACI~~ T 1 ' ~ E 6,052,344.10 PER MVE SURVEY SHOTS PROVIDED BY GRIFFIN HOLDINGS DATED 0 0 .. T~P ~~~-~~~-;a====================-t-"-~~-~~-'---f~~-~~-~~-t-~~~-~~--'--1t-"'"-~~~-~~---t-~~-~~~-~t"-"--~~-~~--'-t~-~~~-~~-t-~~-~-4 w AUG 29,2014 BACK OF BULKHEAD CAP BEACH RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any effors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt &: Nichol Date May 2015 BEACH l 1 LAYOUT PLAN 81.02 SCALE: 1 "=5' / / / / / / / / / . / / / / . / / / / / / / / / / / / / / / / / / / / / / / / , / / / / / / / / / / , / , / / / / / / / / / / / / / / / / / / / / / / / / , / / / / / / 5' :r:: (/) w w (/) w z _J :r:: u ~ 2 o· s· 10· ------ SCALE: 1''=5' 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN BULKHEAD LAYOUT - 2 B1.03 PACKAGE 2 E 0 -0 <i:i '° -0 N c5 N >, 0 :::,; "' ., "O '° ~ _J w C, <O 0 -I N 0 -ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 C, C, <t'. 0 0 ::;:;, ~ 0 "- 0 C ·c: 0 :::,; .,., ,-... -/ "- ~ i ww "'~ X iC ... 0 "' N CX) 15 1-6" FLATTENED CAP BEAM SEELJ"j 0 CX) i--: rn .,,--;-2'-3" 0 0 ci 0 + CAP CJ AT STA 2+44.42 BULKHEAD ROUNDED CAP/ A "\ TOP AT EL. +9.5 MLLW t-::-c-=-► SEE SHEET B1 .09 81.07 _/ ,. CAP CJ AT STA 2+64.50 + N ~ (/J ~ -TOP OF CAP TRANSITION FROM +9.5 TO +10.0 MLLW AT STA 2+83.20 + N ~ (/J ~ TOP AT EL. +10.0 MLLW "' /BULKHEAD ROUNDED CAP (/J SEE SHEET B1. 09 N 0 -- - I L • .JU . ---- I '-I I I I I I I I I "- CAP CJ AT STA 2+90.00 > - -I t---6'-8" - I - ' - GR~UTEh Tl t BA K D~IVING DIRt CTIQN ~ 8 1 GRCDUTE) SP CIN(S A 12' m TIE : AC ------..~ O.C TYP 7',...9" \ 12'-" 8 1----~~-+--~~-~~-~~ ... ,1--=-~-=--=-.~-=-~==~==~==~1----~~~-~~-~~~-~~--'------\\ "' I ~ ' rn -t (f) w w (f) w z _J I u ~ 2 I ' rn I f-'I ----------+--------------<1-------------+----------+----+----~---1t-1I PF? RG R01JTE TIEBACK_/ 0 0 ;o ~ r'l 0 --< 0 r--------i---------t-Z.-k -l.Jgf'-E--R-1,ROIJ+ED,-i-------i-+-HH' TIEBACK SPACING -A+-4-2' . -. TYP-----l----<I 6' -4" : +50 / ,- / / -----/ / / / ,GROUND / / / / / / / / / / / / - - -___,/ - - 1/" / " --✓----f,n ----- / / / / / / / / / / / / / ___,/ - ---,, - -·- / / / t=:::i--=/=-==-==--:::'.::::: ,, t-::=c--==c-:!=c--==c-:lLl-1 - - - - - - - -1-.- MATCHLINE SEE SHEET B1 .04 1 LAYOUT PLAN B1.03 SCALE: 1 "=5' END 1 O" THICK BULKHEAD AND -US BULKHEAD LINE BEGIN 12" THICK BULKHEAD WALL AT CONTROL LINE STATION 3+00.38{2):'.3) 1 N 2,169,086.35 '-- E 6,052,541.04 PER MVE SURVEY SHOTS PROVIDED BY GRIFFIN HOLDINGS DA TED AUG 29,2014 ADJUST TIEROD. TENSION AT ENDS, SEE DETAIL LJ"j ~ CAP CJ AT STA 3+22.00 BEGIN SHEET PILE WITH GROUT HOLE EVERY OTHER PILE CAP CJ AT STA 3+44.50 -. 81.07 ,.-'-./ ...... MARINA BASIN CONSTRUCTION NOTES: 0 CONSTRUCT 10" BULKHEAD PER SHEET B1.09 @ CONSTRUCT 12" BULKHEAD PER SHEET B1.08 ® INSTALL UPPER GROUTED TIEBACK PER SECTION D, SHEET B1 .07 0 INSTALL LOWER GROUTED TIEBACK WITH WALE PER SECTION D, SHEET B1.07 ® INSTALL GROUTED TIEBACK PER SECTION A, SHEET B1.07 L-----FACE OF BULKHEAD CAP BULKHEAD CENTERLINE ~---,-BULKHEAD CONTROL LINE PLAN NOTE: ADJUST TIEROD LOCATION WITHIN 6 INCHES TO AVOID VERTICAL HOOKS #5 STIRRUP AT 12" o.c.-~ #8 (8 TOTAL)~ EL. AS SHOWN IN PLAN VIEW <D I N ' <D ' <D ' CX) • ' N 9" ' I{) in I{) ' a I N TOP OF CAP TOP OF CONCRETE SHEET PILE #4 CONTINUOUS HOOK --... (TOT 6 PER SHEET PILE) ---BULKHEAD CONTROL LINE i__-4---BULKHEAD CENTERLINE PROFILE 2 TIEROD DETAIL B1.03 SCALE: 1 "=1 '-0" RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions which may have been Incorporated Into It as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. 5' o· 5' 10· Moffatt &: Nichol Date May 2015 ------ SCALE: 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN BULKHEAD LAYOUT - 3 B1.04 PACKAGE 2 E 0 N 0 <i:i '° -0 N c5 N >, 0 :::,; -I N 0 -ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 0 0 <t'. 0 0 ::;:;, ~ 0 "- 0 C ·c: 0 :::,; .,., ,-... -/ "- ~ i ww "'~ X iC I \ / / - / / ---::::-i- / / / / / __ ,,,._ / / / / / / / / / -- / --:::-- / / / / - L / / / / 1--,----~c--1\ \ \ / / -,,-'-- / --- --~ - / / / / /, ,-LOWEr-< . " I~ J I IF-I;! CK / WALE ,SF ACIN t,i ~ ,;,s' O.C. / -- '--:::: / / / / / \ / / / I J -'----.,..:..- = -- = V -/ / -- - - I I I --I I / MATCHLINE SEE SHEET B1 .03 - - I I ,..,,,. I / ---1 'L - I I I / 1,,./ _J I I T I --- ----- .L / /\/ / ' I ....,.. / / / / / / / / ....,,.. - CAP CJ AT STA 5+15.00 --'-- --..... I 1' 1' 0 ::0 < z Cl 0 ::0 C'l 0 --< 0 z 1 -9 V --- J •·i.lv . -UPPER f3ROUTED TIEBACK SPAClf (S AT 12' O.C. TYP ® UPPER GR( IUTED TIEBACK_/ END 12" f HICK , ND .-----aEGlt-llO'f,PITCi\ ( BULKHEA~ WALL / ,.,-._., AT CONT~OL LINE CAP CJ AT I___,,,,/ /l RECORD DRAWING This record drawing has been prepared, in part, upon information furnished by others. While this based in formation is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any effors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date ___ M_a~y_2_0_15 __ _ I/ 1213 ; STATION f+26.8 7 / / I N 2,168,8163.79 _/ '--E 6,052,'99.02 , "-.J.., PER MVE SURVE" STA 5+48.17-Gi!C UTED TIEBACK . . . . . SfrJ CING AT 12' ~~~~~_,,_I ~~~::_-:_.,.,:u-+.),-<"_·_T_Y_P ___ +---l JD j SHOTS P OVIDED _., 8 BY GRIFFI i ~ GROI TED TIEB~CK-------... I HOLDINGS DATED I ~ I AUG 29,2 J14 ~ ) 5 -----------------+-------~_____.,,,l'---+-_-+1---+,----,cc- " \'-~,/ ◊ '- 1 LAYOUT PLAN B1.04 SCALE: 1 "=51 C ◊ MARINA ( ) ,-CAP STA CJ AT 5+64.67 DRIVING DIRECTION ◊ BULKHEAD ROUNDED CAP TOP AT EL. +10.0 MLLW SEE SHEET B1.09~ I L.() 0 m ~ w :r:: (f) w w (f) w z _J :r:: u ~ ::'2' CONSTRUCTION NOTES: 0 CONSTRUCT 10" BULKHEAD PER SHEET B1.09 @ CONSTRUCT 12" BULKHEAD PER SHEET B1.08 @ INSTALL UPPER GROUTED TIEBACK PER SECTION D, SHEET B1.07 0 INSTALL LOWER GROUTED TIEBACK WITH WALE PER SECTION D, SHEET B1.07 @ INSTALL GROUTED TIEBACK PER SECTION A, SHEET B1.07 NOTE: ULTIMATE LENGTH OF TIEBACK TO BE DETERMINED BY CONTRACTOR TO OBTAIN REQUIRED STRENGTH PER SHEET B1 .07 AND PROJECT SPECIFICATIONS, AND IS DEPENDENT ON THE TYPE OF SYSTEM CHOSEN. SEE SHEET B1 .01 FOR UTILITY LOCATIONS AND VERIFY IN FIELD. o· 5' 10· ------ SCALE: 1''=5' 1111111111111111111 moffatt & nichol ID CL • DELTA 1 / ADDENDUM 1 ..c: u 0 (1) ca t 0 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION r--•--=== TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN BULKHEAD LAYOUT - 4 B1.05 PACKAGE 2 s::t- 0 . ~ E rn 0 N 0 f--<i:i w w '° :r: -l/) 0 N c5 w N w >. l/) 0 :::,; w "' z ., -0 _J '° <C :r: f-_J u w C, ~ <O 0 -2 I N 0 -ID 0 0 .,., ,.._ -,.._ .,...-w "" <C ><'. 0 <C "-f-_J ::::, ID I VJ 5 C, C, <C 0 0 ::;:;, -"' ~ 0 "- 0 C ·c: 0 :::,; .,., ,.._ -/ "- ~i ww "'~ X "- MATCHLINE SEE SHEET B1 .06 ! I ------------------ CONSTRUCTION NOTES: 0 CONSTRUCT 10" BULKHEAD PER SHEET B1.09 ® INSTALL GROUTED TIEBACK PER SECTION A, SHEET B1.07 CAP CJ AT STA 5+88.67 CAP CJ AT STA 6+12.67 1 ,, CAP CJ AT STA 6+36.67 1 MARINA BASIN CAP CJ AT STA 6+60.67 1 ,-(j) BULKHEAD ROUNDED CAP TOP AT EL. +10.0 MLLW SEE SHEET B1 .09-. CAP CJ AT STA 7+55.83 - CAP CJ AT STA 7+31.83 BULKHEAD ROUNDED CAP TOP AT EL. +10.0 MLLW SEE SHEET B1.09~- CAP CJ AT CAP CJ AT STA 7+07.83 STA 6+84.67 1 DRIVING DIRECTION ' I I I -,, I I I ll l I ! I ® GROUTED TIEBACK\ GROUTED TIEBACK SPACING AT 12' O.C. TYP 7+5) I i i -f, z 0 f- 0 w Q:'. 0 C) z > Q:'. 0 ,,J-1 I I w -11 I I I . ' PROPERTY LINE (APPROX. 6 INCHES FROM BACK OF PROPOSED BULKHEAD) ll 1 /2" CLR FROM BACK OF CAP TO PROPERTY LINE I I 1 o" CLR FROM BACK OF SHEET PILE TO PROPERTY LINE ' . I I I I we '1--------1--t-l I I I i i f-11 I I I I we '1------1-++--t l I ! I 12" WIDE CURB SUBMERGED (TYP) .-----------(E) SHED TO BE TEMPORARILY REMOVED OR RELOCATED --~-----t------------7-------f/_ ---~-M-~---------t-----'-------------t------~7_,_..,+ro ,·uu / - -..! ✓rtttt1t--..,--.,--...,.'v--v--,.-..,.--..,-,.-..,.--v---.,--...,.--v--v-v---v--.-._ , 7 7 7 7 7 7 7 ffi ~ BY CONTRACTOR (COORDINATE WITH ALYC) •• .... ·• •• .. @ GR · UTED TIE ACK-----., ' I I w w I G 1 ROUTED TIEBAC ( SfACING AT 12' q.c. TYP ANGLE POINT FOR 1 O" THICK , ' r-._ BULKHEAD WALL AT CONTROL \ I LINE STATION 6+98.02 , 21------------ N 2,168,832.28 E 6,052,667.24 I I PER MVE SURVEY SHOTS PROVIDED BY GRIFFIN HOLDINGS DATED ...__ --_.,.i _ [PRCC~~ LINE ' ' ' PROTECT IN PLACE (E) BUILDING ----7 I I I ~ I I I ~ I I I ~ I I I ~ I I I -ss-1 I w w I I I w w I ~ ~----------t, -------I -a"ss - ---a"ss - - -a·ss ----s"ss - - -a·ss --- -e·ss - - -~·ss - - -a"ss - - -a"ss - - -e"ss - - -a"ss - - -a"ss - - -a"ss - - -a"ss ---a"ss -_' _ 5 .. 55 --_ 5 .. 55 ___ a"ss _ l _ I I _ G-__ c-___ G-- -c--If-----G----G-- -G---~ C-- -c----G-- -G----G-- -G----G-- -G---~ G--C-- -C-- -C-- -C-- -G-- -G-- -G-- -G-- -G-_ 1 G-- -G-- -C-- -C-- '-::-7 _ ,,··w ___ ,··w _ ~ __ ,,··w ___ 16.w _ D_ 16,.w ____ 16-w ___ ,s"w ____ 16·w ___ ,a"w -_ -16·w ---16"W - - -,a·w ---1s"w ---1s·w ---1s"w --1 -,s·w - --1s"w ---1s·w - - - - -16"W - - -S"W - - -16"W - --16"W - - -16"W -u I \ I 1,-11 L ! l t'-DS ----------7 RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this Information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt de Nichol Date May 2015 1 LAYOUT PLAN 81.05 SCALE: 1 "=5' 5' o· 5' 10· ------ SCALE: 1''=5' 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN BULKHEAD LAYOUT - 5 B1.06 PACKAGE 2 FRONT VIEW TOP VIEW FLO-GARD TRASH & DEBRIS GUARD KriStar Enterprises, Inc., Santa Rosa, CA (800) 579-8819 MODEL: FG-TDG24 E 0 N 0 <i:i '° -0 N c5 N >, 0 :::,; "' ., "O '° ~ _J w C, <O 0 -I N 0 -ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 C, C, <t'. 0 0 ::;:;, ~ 0 "- 0 C ·c: 0 :::,; .,., ,-... "- END 1 D" THICK > BULKHEAD WALL L-PROPERTY LINE I I AT CONTROL LINE 1'-'l 1'..7 , 2 STATION 8+90.76 <?,,,Cs ill N 2,169,021.71 u' I :5~~~~;~ug;PE~~i~~~IN~~v~C RECONSTRUCT EXISTING 6" HIGH X 24" LONG E 6,052,702.80 ~ I REINFORCEMENT AND CREATE PARKWAY DRAIN AND INSTALL NEW FLO-GARD PER MVE SURVEY A NEW MONOLITHIC CAP WITH TRASH AND DEBRIS GUAR[)ljll OR APPROVED SHOTS PROVIDED , I\ MARINA PARK BULHEAD EQUAL. BY GRIFFIN ' HOLDINGS DA TED ...._ _J APPROX. 1~' At\ _u ~~ AUG 29,2014 / " '\ , ~ • • ~ I / ~rb~n~~A'~"'~~~~~~~"-W > > > , 81-Y ~ J 1 1-, / 11 • 5 z r PROTECT (E) CRANE AND FOUNDATION GROUT BETWEEN EXISTING AND NEW ~ ill ,__ ______ _, o BULKHEAD DOWN TO ELEV -15 MLLW-' -t------1--:---''-;-------~-,-'--;,1---------------------------------- c: (, ( ( ( '-/ ' ' ' ' ' ' ffi CAP CJ AT STA 8+75.83 0 f-~ >- rn u ...J -0: z ...Ju. 0 (/) 0 w U o_ 0 Z O C/l 0 t-u s: (/) BULKHEAD ROUNDED CAP z w I TOP AT EL. +10.0 MLLW oz f- SEE~ ------=--~ CAP CJ AT STA 8+51.83 IA J _I ~ 10 '9' -, u ~ ...J VJ GRADE NEW CONC SLAB TO DRAIN J I l/7. CONSTRUCT 12" WIDE CURB , I / AT ELEV=+8., MLLW '"e \ ~ ~ ~ ' I I •• ! I JOIN EXISTING GRADE • e '1----1-t++I, I I -I I I I - ' I ' I C I ---.-- 8+5) I I 1 Ht-+++,------1-------------------- MARINA BASIN CAP CJ AT STA 8+27.83 2 ,-...._ I --- I I "e I I I I I I I I "e I I I I I 1---INSTALL 3/4" CU PW UNDERGROUND FROM BUILDING TO SPIGOT PROTECT IN PLACE (E) BUILDING 1 1 /2" CLR FROM BACK OF CAP TO PROPERTY LINE I e-- --,---,.._ --',--- I I 11 1 o• CLR FROM BACK OF SHEET PILE TO PROPERTY LINE I I AMERICAN LEGION YACHT CLUB CAP CJ AT STA 8+03.83 CAP CJ AT STA 7+79.83 8+0) " I I I ' I I ~#~=~~==~~~=~-------- 1 ·1·1 ------------- 12" WIDE CURB 11 SUBMERGED (TYP) IA I ' ' !I I I . ' 1 111 I ----------PROTECT IN PLACE (E) SS FROM BUILDING -II I (E) STORAGE LOCKERS TO BE 11 TEMPORARILY REMOVED OR 11 RELOCATED BY CONTRACTOR I (COORDINATE WITH ALYC) l I II ® GROUTED TIEBACK\ I ! I \ t-+-++-------------,-------~------- I 1 i -f 1 a -I .,_1 I I . GROUTED TIEBACK SPACING AT 12' O.C. TYP MATCHLINE SEE SHEET B1 .05 1 LAYOUT PLAN 81.06 SCALE: 1 "=5' I 8" 4" 2 B1.06 LARGE 1 00' HOSE HOLDER HOSE BIBB (TYP) 3" X 3" MARINE GRADE WHITE POWDER COATED ALUMINUM POST, 29" HIGH WITH A 5-1/2" SQUARE BASE PLATE CONSTRUCTION NOTES: @ CONSTRUCT 1 O" BULKHEAD PER SHEET B1 .09 ® INSTALL GROUTED TIEBACK PER SECTION A, SHEET B1.07 ® RECONSTRUCT 700 SF OF CONCRETE SLAB PER DETAIL 2 @ INSTALL NEW HOSE BIBB STANCHION TO EXISTING WATER SERVICE PER DETAIL 3 BROOM FINISH CAB #4 EP AT 12" O.C. EACH WAY 3" CLR TYP (E) AC PVMT REINFORCED CONCRETE SLAB NOT TO SCALE FRONT VIEW VACUUM BREAKER NON-REMOVABLE OR INTEGRAL TYPE SIDE VIEW SECURE TO DECK WITH FOUR 3/8" DIAM STAINLESS STEEL ANCHOR BOLTS 3 HOSE BIBB STANCHION DETAIL 81.06 NOT TO SCALE 24" OPENING 0 0 0 BOLT TO BAYSIDE FACE OF BULKHEAD ABSORBENT PAD SCREEN PARKWAY DRAIN FILTER NOT TO SCALE 0 0 RECORD ORA WING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt &: Nichol Date May 2015 5' o' 5' 10' ------ SCALE: 1"=5' 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN BULKHEAD SECTIONS B1.07 PACKAGE 2 E " N 0 co "' -0 N 0 N >, " :::e -ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 0 0 <t'. 0 0 ::;:;, ~ " "- " C ·c: " :::e .,., ,-... "- ~i ww +10 MLLW TOP OF CAP +8.0 MLLW TOP OF SHEET PILE 0.0 MLLW -7 MLLW 3 BOTTOM 1 I ~""'I>' -1 0 M LL W __:..:.7:'....._:z;,,~:;---:::,r--,.. ' ~.::...::::.:::::..:..:... ___ ,.--g' 1 O" THICK SHEET PILE @ CAP BEAM SEE DETAIL 1 B1.09 FINISHED SURFACE TO JOIN TOP OF CAP 25' TIEBACK SHEATH 14' MINIMUM UNBONDED LENGTH 1 O" THICK PRECAST CONCRETE SHEET PILE NOTE 1: (E) 8" VCP SS MH ON SOUTHERLY SIDE 36" CLR MIN (SEE NOTE 1) (E) 16" DIP PW ON SOUTHERLY SIDE 90" CLR MIN GROUTED TIEBACK ANCHORS AT 12' O.C. PER PLAN (DESIGN TENSILE FORCE IN TIEBACK ANCHORS = 145 KIPS) +10 MLLW TOP OF CAP +8.0 MLLW TOP OF SHEET PILE 1.5' CLR FLOATING DOCK (NIC) MIN 0.0 MLLW -7 MLLW BOTTOM AT -10 MLLW CAP BEAM SEE DETAIL@ B1.08 FINISHED SURFACE TO JOIN TOP OF CAP 12· 10' MIN 1 O' WIDE X 30" DEEP UTILITY CORRIDOR (NIC) GROUTIED TIEBACK ANCHORS AT 12' O.C. 40' MINIMUM UNBONDED LENGTH PER PLAN (DESIGN TENSILE FORCE IN TIEBACK ANCHORS = 145 KIPS) ' ., "·· • SEWER LINES ALONG ENTIRE LENGTH OF NEW BULKHEAD WILL NEED TO BE INSPECTED SUBSEQUENT TO TIEBACK INSTALLATION. HARD STRATA AT APPROX -24 MLLW SHEET PILE TIP EL -27.0 • / ' • A BULKHEAD SECTION 81.07 SCALE: 1 "=4' +9.5 MLLW TOP OF CAP +8.0 MLLW TOP OF SHEET PILE + 7.5 MLLW BOTTOM OF CAP BEAM FLOATING DOCK (NIC) 0.0 MLLW 8' -6" CLR APPROX BOTTOM ELEV AT -10 MLLW ON EAST SIDE 12" THICK PRECAST CONCRETE SHEET PILE -7 MLLW 12" THICK PRECAST CONCRETE SHEET PILE HARD STRATA AT APPROX -24 MLLW SHEET PILE TIP EL -27.0 C WEST GROIN WALL SECTION B1.07 SCALE: 1 "=4' / ' ' GROIN WALL CAP BEAM, SEE DETAIL LU ~ 0 MLLW BEACH SAND ELEV VARIES +6 TO -2 MLLW ON WEST SIDE 0.0 MLLW +10 MLLW TOP OF CAP +8.0 MLLW TOP OF SHEET PILE FLOATING DOCK (NIC) 1.5' CLR MIN BULKHEAD WALE BEAM ~~ SEE DETAIL (TOP AT -2 MLLW)@ , BOTTOM AT -10 MLLW -12 MLLW TOP OF ROCK ; J ~ : COLUMNS I ' I I i / / l / I (/~ / I STONE COLUMN 11 / / 11 GROUND , . ) / .• I IMPROVEMENTS~/ //1; J '~ / I / I / I ' ' I ' I . ' / 81.11 -7 MLLW ' ' ' / ' ' ' I / I / -_/ '. / i /. / ' I / / ' / ' 12" THICK PRECAST CONCRETE SHEET PILE SHEET PILE TIP EL -30.0 / ' 12" THICK PRECAST CONCRETE SHEET PILE SHEET PILE TIP EL -30.0 / ' CAP BEAM SEE DETAIL@ B1.08 FINISHED SURFACE 1 O' WIDE X 30" DEEP UTILITY CORRIDOR (NIC) TO JOIN TOP OF CAP 10' MIN 1-n I -, i /: -: / / I I I ,• I V I I I I i I I I I I I '/ I ' ' ,, ' ' ' ' ' ' ' ' I ' I I/ /1 I ' I ,, ' ' ,, I /1 ' / I J I I I / I ' ' ' ' ' ' ' 12· ' I I V I I I I I I I I // 5' I TIEBACK I I ' SHEATH 1/ ' ' ' ' ' . ' ' / ' I '/ ' ' ' ' ' ' / I I/ I I 40' MINIMUM ' UNBONDED ' ', LENGTH I ' I /1 I I ' ' ' ·, ' . , I /1 ' / I J / 11 32' MINIMUM ' I ' ) UNBONDED LENGTH j / • I ' ' ' ' ' ' ' ' I I '/ I I ' ' ' ' // ' . ' ' / ' I '/ ' • I ) ' /1 J I • I I , B BULKHEAD SECTION B1.07 SCALE: 1"=4' BUILDING FOUNDATION (NIC) !~ ,1 •• ~ / i 'v I I I I i / / 'i' i _/ I/ /i ,_. / I I I ' I ' I ,/ ' ' ' ' ., ' ' ' J I I ' / I ' I I ' / . I ' _/ i _/ ' I / ' ' ' ' . I • ' I ·' ' I I ' ' ' ' ' ' V I I ., ' ' I I I /.\ • I / ,· / I ' ' 1 / ', ' / •• . / ·,1 I / I • I I I ~ . I ) I / I I / . ' . ' ' I/ ' ' ' . ' ' -~ : ' /• ' ' ' / ' _/ i _/ / / / / • i ' : I / ' ' ' ' ' ' ' , I / I J I I /.\ I \\ /1: /; / -. / I ' ' ' I / ' ' ' ' ' I ' I ' / I / ' -24 MLLW BOTTOM OF ROCK COLUMNS AT APPROX. HARD STRATA +5 MLLW TOP OF ROCK COLUMNS GROUTED TIEBACK ANCHORS AT 12' O.C. PER PLAN (DESIGN TENSILE FORCE IN TIEBACK ANCHORS = 145 KIPS) .. _ .. ,_ ... . . . ,:" .. GROUTED TIEBACK ANCHORS AT 6' O.C. PER PLAN (DESIGN TENSILE FORCE IN TIEBACK ANCHORS = 276 KIPS) GROUT AND TIEBACK DIMENSIONS PER CONTRACTOR TO MEET TIEBACK PERFORMANCE TESTS IN PROJECT SPECIFICATIONS (TYP) -24 MLLW • " .... I ~----~8_' "_T_o_~_2_· _o_. c~~,----_, __ 1 " BOTTOM OF ROCK COLUMNS ,---------------------------------.:.;AT APPROX. HARD STRATA (APPROXIMATE) RECORD ORA WING This record drawing hos been prepared, in port, based D BULKHEAD SECTION upon information furnished by others. VVhile this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions 81.07 SCALE: 1 "=4' which may hove been Incorporated Into It as a result. Those relying on this record drawing ore advised to obtain independent verification of its accuracy before applying it for any purpose . Moffatt & Nichol Dote Moy 2015 4' o' 4' 8' ------ SCALE: 1''=4' "'~ x~L----------------------------------------------------------------------------------------------------------------------------------------~ 1111111111111111111 moffatt & nichol ID CL ..... _ Si.!-. ca DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN BULKHEAD DETAILS B1.08 PACKAGE 2 E " N 0 co "' -0 N 0 N >, " :::e ij, ~ --0 ui ; w Cl co 0 -ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ " "- " C ·c: " :::e .,., ,-... "- ~i ~ROUNDED BULKHEAD CAP • -- • I-. --~ • . --• • --' N I N - V • I---- ·~·>=====t:::t· --.. 1-;;;; I-5+00 BULKHEAD CENTERLINE-....J r----r-- • • 12" THICK PRECAST CONCRETE PANEL BULKHEAD --------r-...... -I-. ' "' -I N --N / A' .., ,s1.oa,,," .... ' L/) I 0 - _.,,,..--FLATTENED BULKHEAD CAP _.,,,..--CJ 6" MAX DIAM GROUT HOLE (FOR 16 OF 76 PILE) 0 I 3'-o" el 0 ' I-0 I ;.,-, -L/) 1'-0" 2'-0" 2" w (D ~ I-w -, 0:: _J u t') ' Ol @ U1 t') w~ 0:: -0: a_ > ::::, 0:: 0:: 1- Ul ' 0 I io t') ----cl,·' FRONT ELEVATION OF SHEETPILE • -• .. LOWER .,_,_; __ TI-EB_A_C_K_+-~-1- • ( UPPER ;,J,. • TIEBACK I ....______ ------------ROUNDED BULKHEAD CAP -------BULKHEAD CONTROL LINE t------" --- _.,,,..--FLATTENED BULKHEAD CAP SEE V & ' "' I (XJ _.,,,..--CJ ' ~·>=====t:::t+- .. LLOWER TIEBACK t') I N ROUNDED BULKHEAD CAP (BULKHEAD CONTROL LINE .# 5+27.17 • ----f-+--~---+--~ I 1 O" THICK PRECAST / CONCRETE PANEL/ BULKHEAD / BULKHEAD _j CENTERLINE I ---------------UP PER TIEBACK tJ SHEETPILE CORNER DETAIL SCALE: 1 /2"= 1 '-0" < SCALE: 1/2"=1 '-0" ><'. u -0: '--1-1 1 /2" (0 ~ w --..... 2· I--st-<.7' ~ ' 0 • • !'? • • • N I I --..... 2 3/4Il > --- t') f '/ • • • • • ~ t') I ",i- I --..... - st- I 8";;1;: i RAILING 1>~ 7 S,, EL. AS SHOWN IN PLAN VIEW TOP OF CAP ' 0 I N 0 - ' TOP OF CONCRETE L/) SHEET PILE -+-- L/) 3'-0" 1'-8" 1'-3" BULKHEAD CONTROL LINE---......._I BULKHEAD CENTERLINE ---+i_J 9" -BOTTOM SIDE AS CAST & 2" DIAM. PVC JET TUBE 3/4" RADIUS GROUT SLOT EARTH SIDE AS INSTALLED w PRESTRESSED STRANDS 2'-4 1/2" ...J a_ EQUALLY SPACED, TYP. r#4 CONT. (TOT 4) I • • I I-w (16 PER SHEETPILE) 7 .l = -w 6"¢ PVC DUCCI \#3 X I 8" I (f) 2" CLR - MIN TYP i / \\!!.4 (TOT 2), 2" <.7' \ './ k I ' I <X) • • f,. -~~. ! ~ "{ • • • • --..... • • • • I • • • • • • • • • • t') I I ~=r3 1/4" 1'""\ 0--0 ----I ---'-../ I I ~ ' ' • • • ..... • • I !;')•I • I • • • .... • • • • • • • • • . .... ,, <X) : : --..... I I I I t') 4" 4" 4" I I-1'-2" -1- 1'-2" -I ~3/4" CHAMFER TYP I 1'-1 1/2" 3'-0" A SECTION OF 12" THICK SHEETPILE 81.08 SCALE: 1 1/2"=1'-0" i RAILING -----42" HIGH GUARDRAIL SEE SHEET B1 .17 1 • -4" ~-#5 STIRRUP AT 12" O.C. ~#8 (8 TOTAL) ,,--#4 CONTINUOUS HOOK (TOT 6 PER SHEET PILE) st- ' "' I N _,.,--2" DIAM. PVC JET TUBE, i AT 3' FROM TOP OF SHEET PILE WITH PORT ON LANDWARD SIDE OF BULKHEAD (GROUT DURING/AFTER INSTALLATION) EL. AS SHOWN IN PLAN VIEW TOP OF CAP 0 I N 0 - ' TOP OF CONCRETE L/) SHEET PILE ' N --..... -L/) 2'-6" D,. W LI " • I> • LI 9" BULKHEAD CONTROL LINE---I BULKHEAD CENTERLINE -----1--f_J • • L\ 9• 42" HIGH GUARDRAIL SEE SHEET B1 .17 1'-4" ~-#5 STIRRUP AT 12" O.C. ~#8 (8 TOTAL) LI D, I> ,,--#4 CONTINUOUS HOOK (TOT 6 PER SHEET PILE) ' "' ' ' "' "' I N ' <X) _,.,--2" DIAM. PVC JET TUBE, i AT 3' FROM TOP OF SHEET PILE WITH PORT ON LANDWARD SIDE OF BULKHEAD (GROUT DURING/AFTER INSTALLATION) 1 12" SHEETPILE ROUNDED CAP BEAM 2 12" SHEETPILE FLATTENED CAP BEAM 81.08 SCALE: 1 1/2"=1'-0" DRIVING DIRECTION END I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I\ V V I\ V I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' ' ' I"-I"-I"-I"-' ' SHEETPILE WALL ELEVATION SCALE: 1/4"=1 '-0" TOP OF SHEETPILE BEGIN I I I I I I I I I I I I I I I I I I I I I I I I ' 81.08 SCALE: 1 1/2"=1 '-0" NOTES FOR PRECAST CONCRETE SHEETPILE 1. CONCRETE STRENGTH: F' C AT TRANSFER -4,000 PSI F' C AT DRIVING -6,000 PSI F' C AT 28 DAYS -6,000 PSI 2. SURFACE FINISH: TOP FLOAT SIDES FORM BOTTOM FORM ENDS FORM 3. DIMENSIONAL TOLERANCES PER PCI MANUAL: MNL-116 4. PRESTRESSING STRANDS SHALL BE 0.5" DIA., IN CONFORMANCE WITH ASTM A416, GRADE 270, LOW RELAXATION, 7 WIRE STRAND, AND UNCOATED. MAXIMUM JACKING STRESS (0. 75 FPU) -203 KSI. LOSSES ASSUMED -35 KSI. MINIMUM EFFECTIVE PRESTRESS IN CONCRETE AFTER ALL LOSSES -949 PSI. 5. REINFORCING STEEL SHALL BE GRADE 60 IN CONFORMANCE WITH ASTM A615, RS SUBSECTION 201-2 AND ACI 318. BARS SHALL BE FUSION BONDED EPOXY COATED (PURPLE) CONFORMING TO THE PROVISIONS IN ASTM A775 AND ASTM A934, EXCEPT THICKNESS SHALL BE 7 MILS MINIMUM. REPAIRS TO DAMAGED COATING SHALL BE AS DESCRIBED IN ASTM D3963, EXCEPT ALL VISIBLE CRACKS SHALL BE REPAIRED. RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure 1'-0 .. o'-o" 6" 1'-0" Its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions - -- which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt &: Nichol Date May 2015 - --SCALE: 1 1/2"=1'-0" 2'-0" o'-o" 2'-0" 4'-0" ------ SCALE: 1 /2"=1'-0" 4'-o" o'-o" 4'-o" a'-o" ------ SCALE: 1/4"=1'-0" ww "'~ x~L--------------------------------------------------------------------------------------==============================--------------....1 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN BULKHEAD DETAILS B1.09 PACKAGE 2 E " N 0 co LO -0 N 0 N >, " :::e ij, ~ --0 (0 ; w Cl 0, 0 -ID 0 0 t') ,-... 5-w "" <t'. "' 0 <t'. "-I--' ::::, ID I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ " "- " C ·c: " :::e t') ,-... "- A 'o I 1'-0" I " ' - 4• -o" 11 11 11 11 11 11 11 11 11 11 11 11 I A 11 11 11 11 11 11 11 11 11 11 11 11 . "' -0 I 0 -I ' I I I '=" w I [IJ ::::, I 0 f- I f-f- I ;..-, w -, ' I I O:'. -' u ' t') \ I 0.' ' 0 ::::, t') I O:'. @ . O:'. -f-t') C/1 "" 7 C/1 O.' w ::::, Ol O:'. O:'. @ ;; O:'. f-t') C/1 "" ' 0 I LO t') O.' ::::, t') 0 O:'.@ I O:'. "' f-"' C/1 "" FRONT ELEVATION OF SHEETPILE SCALE: 1 /2"= 1 '-0" A I I BULKHEAD CONTROL LINE - I 1 O" THICK PRE CAST CONCRETE PANEL y BULKHEAD I \ 7+00 -... \ 6+98.33 I -"- ' ~ --~ -- Tl EB A CK -------------- ' ~ SHEETPILE CORNER DETAIL SCALE: 1/2"=1 '-0" V EBACK /~ ~ i_....--BULKHE CENTER AD LINE ' 0 - "' u -0: [IJ w ;,. 1 1/2" f- ------ 2" G-' -OCJ ------"' t') ' • • • • N ------ 2 3/4 - "' • • • ' ' -st OCJ ------------ BULKHEAD -"' CENTERLINE t') I . w -' ~ w w I C/1 G-' • • • • • • • • 8";:I;; . I • • 0 • • PRESTRESSED STRANDS EQUALLY SPACED, TYP. (20 PER SHEETPILE) 2" CLR MIN TYP • • • • • • • 3/4" CHAMFER TYP • 4 CONT. (TOT 6) • • • • • • • • • 0 • • • • • • • • • • • 1'-4" 1'-4" 4'-o" BOTTOM SIDE AS CAST & EARTH SIDE AS INSTALLED 3'-4 1/2" I • • I #3 X I ] • • • • • • • • • • 3/4" RADIUS GROUT SLOT • • 2" DIAM. PVC JET TUBE 6" 2" 3" • • • • • • • 1 / 4" 4" • • • • • • • 3" 1'-5" A SECTION OF 1 O" THICK SHEETPILE 81.09 SCALE: 1 1/2"=1'-o" EL. AS SHOWN IN PLAN VIEW TOP OF CAP TOP OF CONCRETE SHEET PILE ' 0 I N ' LO ' LO ' N ------ 2·-10" 1'-8" 11 -3" LO BULKHEAD CONTROL LINE BULKHEAD CENTERLINE i RAILING / SHEETPILE g" 42" HIGH GUARDRAIL SEE SHEET B1.17 1'-2" ~-#5 STIRRUP AT 12" O.C. #8 (8 TOTAL) ' ;,,t -st ~ <D ~ ... ""' OCJ ,,.--#4 CONTINUOUS HOOK (6 TOTAL PER SHEET PILE) <D I N _,,,--2" DIAM. PVC JET TUBE, (t AT 3' FROM TOP OF SHEET PILE WITH PORT ON LANDWARD SIDE OF BULKHEAD (GROUT DURING/AFTER INSTALLATION) 1 1 O" SHEETPILE ROUNDED CAP BEAM 81.09 SCALE: 1 1/2"=1'-o" TOP OF SHEETPILE DRIVING DIRECTION END BEGIN ' ' ' ' ' I\ A -------" '--~---------V SHEETPILE WALL ELEVATION SCALE: 1/4"=1 '-0" EL. AS SHOWN IN PLAN VIEW TOP OF CAP ' LO ' 0 I ' N 0 - TOP OF CONCRETE LO SHEET PILE ' N ------LO BULKHEAD CONTROL LINE BULKHEAD CENTERLINE 2'-4" 1'-2" • g" i RAILING / SHEETPILE g" 42" HIGH GUARDRAIL SEE SHEET B1.17 1'-2" ~-#5 STIRRUP AT 12" O.C. -#8 (8 TOTAL) ""' OCJ ,,.--#4 CONTINUOUS HOOK (6 TOTAL PER SHEET PILE) <D I N _,,,--2" DIAM. PVC JET TUBE, (t AT 3' FROM TOP OF SHEET PILE WITH PORT ON LANDWARD SIDE OF BULKHEAD (GROUT DURING/AFTER INSTALLATION) 2 1 O" SHEETPILE FLATTENED CAP BEAM B1.09 SCALE: 1 1/2"=1'-0" NOTES FOR PRECAST CONCRETE SHEETPILE 1. CONCRETE STRENGTH: F' C AT TIRANSFER -4,000 PSI F' C AT DRIVING -6,000 PSI F' C AT 28 DAYS -6,000 PSI 2. SURFACE FINISH: TOP FLOAT SIDES FORM BOTTOM FORM ENDS FORM 3. DIMENSIONAL TOLERANCES PER PCI MANUAL: MNL-116 4. PRESTRESSING STRANDS SHALL BE 0.5" DIA., INCONFORMANCE WITH ASTM A416, GRADE 270, LOW RELAXATION, 7 WIRE STRAND, AND UNCOATED. MAXIMUM JACKING STRESS (0.75 FPU) -203 KSI. LOSSES ASSUMED -35 KSI. MINIMUM EFFECTIVE PRESTRESS IN CONCRETE AFTER ALL LOSSES -1067 PSI. 5. REINFORCING STEEL SHALL BE GRADE 60 IN CONFORMANCE WITH ASTM A615, RS SUBSECTION 201-2 AND ACI 318. BARS SHALL BE FUSION BONDED EPOXY COATED (PURPLE) CONFORMING TO THE PROVISIONS IN ASTM A775 AND ASTM A934, EXCEPT THICKNESS SHALL BE 7 MILS MINIMUM. REPAIRS TO DAMAGED COATING SHALL BE AS DESCRIBED IN ASTM D3963, EXCEPT ALL VISIBLE CRACKS SHALL BE REPAIRED. RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure 1'-0 .. o'-o" 6" 1'-0" its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions - -- which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date May 2015 - --SCALE: 1 1/2"=1'-0" 2'-0" o'-o" 2'-0" 4'-0" ------ SCALE: 1 /2"=1'-0" 4'-o" o'-o" 4'-o" a'-o" ------ SCALE: 1/4"=1'-0" 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN GROIN WALL DETAILS B1.10 PACKAGE 2 E C N 0 ro .,., 0 N ~ >, C ::a o> ., " ui ; w Cl 0 --ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ C "- C C ·c: C ::, .,., ,-... "- GROIN WALL CAP BULKHE CENTERLI - AD NE --------- CONTROL JOINT ~ ~ A I/ .,.,_ .,.,_ ------------/' .,.,_ 3' o" -O..' "' ' <O 0 0 :::, r') 0 I fr'. @ :r: -fr'. I-r') (/1 'II, ' I I I e' w I (Il I I=' ~ I I- I ;,-, w -, ' A 7 (/1 O..' w :::, 0) fr'. fr'. @ ;; fr'. I-r') (/1 'II, ' I 'o I f ir, ' r') ' 0 I O..' :::, ,,., ' fr'. 0 fr'.@ ...J I fr'. 0 1-1') ' ,,., ,,., (/1 'II, I" \ I 1 '-0" 2' -0" 2· FRONT ELEVATION OF SHEETPILE SCALE: 1 /2"= 1 '-o• ------------- 12" THICK PRECAST CONCRETE PANEL GROIN WALL BULKHEAD CONTROL LINE - 1 Q" THICK PRE CAST CONCRETE PANEL BULK HEAD r BULKHEAD CAP 1+00 I ( ( < TIEBACK V SHEETPILE CORNER DETAIL SCALE: 1/2"=1'-o" r BOTTOM SIDE AS CAST & ,2" DIAM. PVC JET TUBE 3/4" CHAMFER TYP, EARTH SIDE AS INSTALLED w PRESTRESSED STRANDS 2' -4 1 /2" _J "' 0.. EQUALLY SPACED, TYP. #4 CONT. (TOT 6) I • • I 0 <( I-(16 PER SHEETPILE) 1 1 /2" w I ]= r ':.a- (Il w #3 X 8" w :r: '--2" I-(/1 2• CLR I r 2" -.;-CY CY MIN TYP I I ' 0 / "" ' ~ I (X) • • • !) • ~-I_!) • l! • • • '--'? • • • • • • • • • • • • • • • • • • • • '? ' N I (( =13 1/4" I '--2 3/4' 0 0 -~ I ,,., ,r ' ' ' ~I ~ • • • • • • • • • .,.. • • • • • II • • • . ,.. -~· • • • • • • • • .,. . ,,., 4" 4" 4" ':.a-I \_3/4" RADIUS GROUT SLOT '--1 '-2" -1- 1'-2· -GROIN WALL • • .;-CENTERLINE-' I s"• I 1'-1 1 /2" 3' -0" A SECTION OF 12" THICK GROIN WALL SHEETPILE 81.10 SCALE: 1 1/2"=1'-o" 1 '-8" 1'-8" ~s,. 32" 4i-1/ < • 14" I 20" #4 X 18" 18" @ 12· o.c. #7 (6 TOTAL) EL. AS SHOWN IN PLAN VIEW 1 • • I TOP OF CAP ' <O I 3" CLR (Trp) r-+---J 3" CL_R..:::-r::f:;{~~~~ 'ia (Typ) ;.I--J--1----~ #4 (8 TOTAL) ,:_,TOc;;P~O'-aF ,.iCc-;;O'-'N=CR_,_,Ec..cTE=---t--_,_+------'l---1r---ftt-,,.,__~-•.· cc·,!_ --,...1--t--+-SHEET PILE , ' <O '° • I • I • I I 4" 4" 11 @ 12" 1 '-2" I #4 CONTINUOUS HOOK GROIN WALL CENTERLIS";-;eE-=.-:::...-....__--i I I l--=""""'=--1 (TOT 6 PER SHEET PILE) END I I I I I I .,..--2" DIAM. PVC JET TUBE, 'i_ AT 3' FROM TOP OF SHEET PILE WITH PORT ON MARINA SIDE OF BULKHEAD (GROUT DURING/AFTER INSTALLATION) 1 WEST GROIN WALL CAP BEAM DETAIL 81.10 SCALE: 1 1/2"=1'-Q" TOP OF SHEETPILE DRIVING DIRECTION BEGI N :1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I :1 I I I I I I I I I A \ ---,------,,--,i-:1-,r\-A'---,,----,,,---,,----,,. l I I I I '----"I'-..'----" '-----"''-----"'-~~"-~~"-~~"-~~l'-..'-----"l'-..'-----"I'-..'-----" SHEETPILE WALL ELEVATION SCALE: 1/4"=1 '-Q" ~ 24" MIN BAR OVERLAP ~ TOP OF CAP BOTTOM OF CAP 16" 16" 7" 2 GROIN WALL STEP DOWN TRANSITION DETAIL 81.10 SCALE: 1 1/2"=1'-0" NOTES FOR PRECAST CONCRETE SHEETPILE 1. CONCRETE STRENGTH: F' C AT TRANSFER -4,000 PSI F' C AT DRIVING -6,000 PSI F' C AT 28 DAYS -6,000 PSI 2. SURFACE FINISH: TOP FLOAT SIDES FORM BOTTOM FORM ENDS FORM 3. DIMENSIONAL TOLERANCES PER PCI MANUAL: MNL-116 4. PRESTRESSING STRANDS SHALL BE 0.5" DIA., IN CONFORMANCE WITH ASTM A416, GRADE 270, LOW RELAXATION, 7 WIRE STRAND, AND UNCOATED. MAXIMUM JACKING STRESS (0.75 FPU) -203 KSI. LOSSES ASSUMED -35 KSI. MINIMUM EFFECTIVE PRESTRESS IN CONCRETE AFTER ALL LOSSES -949 PSI. 5. REINFORCING STEEL SHALL BE GRADE 60 IN CONFORMANCE WITH ASTM A615, RS SUBSECTION 201-2 AND ACI 318. BARS SHALL BE FUSION BONDED EPOXY COATED (PURPLE) CONFORMING TO THE PROVISIONS IN ASTM A775 AND ASTM A934, EXCEPT THICKNESS SHALL BE 7 MILS MINIMUM. REPAIRS TO DAMAGED COATING SHALL BE AS DESCRIBED IN ASTM D3963, EXCEPT ALL VISIBLE CRACKS SHALL BE REPAIRED. RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any effors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date May 2015 1'-0 .. o'-o" 6" 1'-0" - --- --SCALE: 1 1/2"=1'-0" 2·-0· o'-o" 2'-0" 4'-0" ------ SCALE: 1 /2"=1'-0" 4'-o" o'-o" 4'-o" a'-o" ------ SCALE: 1/4"=1'-0" 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN BULKHEAD DETAILS B1.11 PACKAGE 2 E " N 0 o:i I{) -0 N 6 N >, " "" -ID 0 0 .,., ,-... 5-w "" <( ><'. 0 <( "-I--' ::::, ID I VJ 5 0 0 <( 0 0 ::;:;, ~ " "- " C ·c: " "" .,., ,-... "- ~i ww NOTE: WALE BEAM DETAIL MAY BE MODIFIED BY CONTRACTOR TO MATCH TIEBACK ANCHOR SYSTEM CHOSEN PENDING APPROVAL OF ENGINEER. 1 ¼" DIA. X-STRONG PIPE SLEEVE, TYP SHOP COATED-~ (2) 1" DIA. A307 BOLT WITH HEX NUT, LOCK AND PLATE WASHERS @ 3'-0" O.C. (TYP) TOP OF BEAM AT -2.0 MLLW ----------, ________ _J '.::: I ~~~~~~ I I I ct_ WALER-+--I I --+--.:_---t-----__ I ,-" I I N MC10 x 28.5 TOP & BOTTOM-~ 1 %" x 10" x 10" PLATE AT EACH TIEBACK HOLE SIZE FOR TIE ROD SHALL BE MAX. )a" LARGER THAN THREAD DIAMETER CATHODIC PROTECTION NOTE: 1/ / 2.5" ADD ONE 50 POUND INDIUM ACTIVATED ALUMINUM ANODE PER 30 FOOT SECTION OF WALE BEAM IN ACCORDANCE WITH MIL-A-24779 (SH) --i-------I -,-_J 4" 3.511 1 Q" 1 WALE BEAM DETAIL 81.11 SCALE: 1"=4" RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into It as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date May 2015 6" x ¾" DIA. DRILL AND BOND DOWELS @ 6'-0" O.C. MAX. AT SHEET PILES TOP CHANNEL ONLY (TYP) TIEBACK WITH SHEATH SHEET PILE NOTE: COAT OR ENCASE EXPOSED TIEBACK ENDS AND HOT-DIP GALVANIZE ALL FASTENERS, WALES AND PLATES AS SPECIFIED. 0 0 I I I I /BACK OF BULKHEAD WALL 2-MC10 x 28.5-----1 0 10 t BOLTS u 0 0.. a >- I I- t') t BOLTS 1 B1.11 I 010 I I I I I olo ~{.._'<(~ u 0 t TIEBACK ' ~ a I-I <D t TIEBACK ~~ ~«< _j ~~ ~v.,'-. ~~ Y/,W ~,(,'-NOTE: COAT OR ENCASE EXPOSED TIEBACK ENDS AND HOT-DIP GALVANIZE ALL FASTENERS, WALES AND PLATES AS SPECIFIED. t CHANNEL 2 81 .11 WALE BEAM PLAN VIEW SCALE: 1 /2"= 1 '-0" 1 '-8" ct RAILING / SHEETPILE 1'-8" ~-#5 STIRRUP AT 12" O.C. ,--#8 (8 TOTAL) EL. AS SHOWN IN PLAN VIEW TOP OF CAP ' a I N ' I{) TOP OF CONCRETE I{) SHEET PILE 1 '-3" I{) BULKHEAD CONTROL LINE BULKHEAD CENTERLINE b. 1'-3" A EAST GROIN WALL CAP BEAM DETAIL 81 .11 SCALE: 1/2"=1'-Q" TOP OF CAP\ I I I I I I I I I I BOTTOM OF CAP__/ 3 81.09 BJ>-f-Z . <( (/) 0 . I-u (/) z~ I~ :;;: ...J • 0 . ,.,., o .....J • ro al+ e>:: N I I I I I I I I • I tf--3" I I I I I CONTINUOUS BAR AT STEP DOWN (NO SPLICES IN THIS ZONE) -#8 (8 TOTAL) 15· \ . I I . I I I I 21" I I I I I I I CAP TRANSITION DETAIL SCALE: 1 1 /2"=1 '-0" 4" o· 4" 8" ------ SCALE: 1"=4" 1'-0" o'-o" s" 1 • -0" - - -- - -SCALE: 1 1/2"=1'-0" 2· o· 2' 4' ------ SCALE: 1/2"=1'-Q" "'~ x~L.---------------------------------------------------------------------------------------------------------------------------------- 1111111111111111111 moffatt & nichol ID CL ..... _ Si.!-. ca DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN RAILING LAYOUT - 1 B1.12 PACKAGE 2 E " N 0 co "' -0 N 0 N >, " :::e ij, ~ --0 ui ; u.J Cl <O - -ID 0 0 .,., ,-... 5-u.J "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ " "- " C ·c: " :::e .,., ,-... "- GROIN WALL CAP SEE SHEET B1.10 ~~ CAP CJ----....U :..J__j U+W ---CAP CJ& ---~ CAP CJ-~ BEGIN BULKHEAD RAILING CENTERED B AT i SHEETPILING N 2,169,123.79 E 6,052,343.13 BACK OF BULKH A~ I 4'-o" GROUTED TIEBACK _ _..,. 4'-"" RECORD DRAWING This record drawing has been prepared, in part, based 16' -0" upon information furnished by others. While this Information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt &-Nichol Date May 2015 ~-US BULKHEAD LINE CAP CJ 1 '-0" 16' -0" CAP CJ CAP CJ 16' -0" 1 '-0" 16' -0" BEACH 1 LAYOUT PLAN B1.12 SCALE: 1 "=5' CONSTRUCTION NOTES: @ INSTALL CURVED BULKHEAD RAILING PER SHEET B1.17 FACE OF BULKHEAD CAP CAP CJ 16' -0" 1 CAP CJ • -0" n ~ ~ rn f-w w :r: (/) w w (/) w z __J :r: u ~ 2 5' o· s· 10· ------ SCALE: 1''=5' 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN RAILING LAYOUT - 2 B1.13 PACKAGE 2 E " N 0 co "' -0 N 0 N >, " :::e ij, ~ --0 ui ; u.J Cl <O - -ID 0 0 .,., ,-... 5-u.J "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ " "- " C ·c: " :::e .,., ,-... "- N ~ ~ m I-w w :r:: (/) w w (/) w z _J :r:: u ~ 2 CAP CJ FACE OF BULKHEAD CAP--, CAP CJ END BULKHEAD RAILING CENTERED AT (i;_ SHEETPILING 8 N 2,169,089.84 E 6,052,523.88 INSTALL FOUR 3"x 3"x 9" DEEP FOAM CUTOUT BLOCKS FOR FUTURE PLATFORM RAILING END BULKHEAD RAILING CENTERED AT ii;_ SHEETPILING CORNER OF RAILING BEGIN BULKHEAD RAILING OFFSET 1" FROM <t SHEETPILING 8 N 2,169,086.72 E 6,052,540.47 - - - - - - - - - - - - - - - - ---- - - --~-- - - 16' -o· 16' -o· CAP CJ, 16'-o" I BACK OF BULKHEAD CAP BEGIN BULKHE RAILING CENTERE 8 AT (i;_ SHEETPILING N 2,169,087.18 E 6,052,538.37 2·-2 1/4" /\ 4'-0" alt-+-+ 4' -0" Olt-+-+ a 16'-0" ~ ~ a GROUTED TIEBACK v -~ a 15• -o" a / BACK OF BULKHEAD CAP_____,,,-/' '-I 16' -0" a '-I '-I ~ '-I 16' -0" a '-I t - - - - - - - - - - - - - - - - - - - - - - - - - - ---- '-I a '-I - - - - - - - - - - - - - - - - - - - - - - - - - - ----~ 16'-o" t ~ - - - - - - - - - - - - - - - - - - - - - - - - - - ----~ - - - - - - - - - - - - - - - - - - - - - - - - - - ---- 16' -0" - - - - - - - - - - - - - - - - - - - - - - - - - - ---- a - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - ---- 16'-0" L MATCHLINE SEE SHEET B1 .14 1 LAYOUT PLAN 81.13 SCALE: 1''=5' CAP CJ FACE OF BULKH CAP CJ & CAP CJ -CAP CJ EAD CAP --US BULKHEAD LINE CONSTRUCTION NOTES: @ INSTALL CURVED BULKHEAD RAILING PER SHEET 81.17 MARINA BASIN RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt &: Nichol Date May 2015 5' o· s· 10' ------ SCALE: 1''=5' 1111111111111111111 moffatt & nichol ~ \, ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN RAILING LAYOUT - 3 B1.14 PACKAGE 2 E " N 0 co "' -0 N 0 N >, " :::e ij, ~ --0 ui ; u.J Cl <O - -ID 0 0 .,., ,-... 5-u.J "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ " "- " C ·c: " :::e .,., ,-... "- MATCHLINE SEE SHEET B1 .13 16°-0" - - - - - - - - - - - - - - - - - - - - - - - - - - --~- - - - - - - - - - - - - - - - - - - - - - - - - - - --~- - - - - - - - - - - - - - - - - - - - - - - - - - - --~- 16'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - --~- - - - - - - - - - - - - - - - - - - - - - - - - - - --~- BACK OF BULKHEAD CAP_____,,/ 16'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - --~- - - - - - - - - - - - - - - - - - - - - - - - - - - --~- - - - - - - - - - - - - - - - - - - - - - - - - - - --~- 16'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - --~- - - - - - - - - - - - - - - - - - - - - - - - - - - --~- 4' -0" 4' -0" - - - - - - - - - - - - - - - - - - - - - - - - - - --~ - 4' -0" _________________________ 2·.=1 ~s::.. .... _ ~ I- ~ I- ,, ~ ~ I- I- I- L CAP CJ & ~----FACE OF BULKHEAD CAP ~ CAP CJ & CAP CJ END BULKHEAD RAILING OFFSET 1" FROM it_ SHEETPILING B N 2,168,907.71 E 6,052,506.85 I'~ ------------------------------------------+-,e i--.'-INSTALL TWO 4"0 x 9" DEEP FOAM CUTOUT BLOCKS FOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1-FUTURE PLATFORM RAILING 1-he1'-1-J....-----CAP CJ --------------------------~: .. _ - - - - - - - - - - - - - - - - - - - - - - - - - ---1----4 --------------------------~-.... - 3'-9" -----------------------------1-- END BULKHEAD RAILING OFFSET 1" FROM It_ SHEETPILING CORNER OF RAILING BEGIN BULKHEAD RAILING CENTERED 2'-6 1 /2" L L ~ ~ L L ~ INSTALL TWO 4"0 x 9" DEEP FOAM CUTOUT BLOCKS FOR FUTURE PLATFORM RAILING ~ BEGIN BULKHEAD RAILING OFFSET 1'' FROM it_ SHEETPILING N 2,168,896.37 E 6,052,504.72 & END BULKHEAD RAILING OFFSET 1" (CAP CJ FROM it_ SHEETPILING N 2,168,873.55 E 6,052,500.43 8 8 '"-" INSTALL FOUR 4"0 x 9" DEEP FOAM CUTOUT ii BLOCKS FOR FUTURE BEGIN BULKHEAD RAILING OFFSET 1" / PLATFORM RAILING e I FROM it_ SHEETPILING 8 N 2,168,866.00 E 6,052,499.01 1 I 7 4' -o" 4' -o" I ,6·-o· & CAP CJ 16' -0" B AT ct_ SHEETPILING N 2,168,863.46 E 6,052,498.53 3'-8 3/4" CAP CJJ BACK OF BULKH AD CAP _j -FACE OF BULKHEAD CAP I , I 16' -0" I -------------+-----~-"11-+--+-c( _J-+-\ -----,c--0 l------------1------------1--------1 '-"'--~) ◊ '-. 1 LAYOUT PLAN B1.14 SCALE: 1"=5' L.() ~ ~ m f-w w :r:: (/) w w (/) w z _J :r:: u ~ L CONSTRUCTION NOTES: ® INSTALL CURVED BULKHEAD RAILING PER SHEET B1.17 RECORD ORA WING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any effors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt &: Nichol Date May 2015 5' o· s· 10· ------ SCALE: 1''=5' 1111111111111111111 moffatt & nichol ~ \, ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN RAILING LAYOUT - 4 B1.15 PACKAGE 2 -tj-~ ~ E m " N 0 f-co w w "' :r: -(/) 0 N 0 w N w >. (/) " :::e w ij, z ~ "O _J ui <C :r: >-0 _J u.J ~ Cl <O -2 I N --ID 0 0 .,., ,.._ -,.._ ,,...- u.J "" <C ><'. '-' <C "- >-_J ::::, ID I VJ 5 Cl Cl <C '-' 0 ::;:;, -"' ~ " "- " C ·c: " :::e .,., ,.._ -/ "- ~i ww "'~ X "- CAP CJ 16'-O" /~ 0 0 CONSTRUCTION NOTES: @ INSTALL CURVED BULKHEAD RAILING PER SHEET B1.17 ® INSTALL STRAIGHT BULKHEAD RAILING PER SHEET B1.18 FACE OF BULKHEAD CAP CAP CJ---, CAP CJ---, 1s'-o" BACK OF BULKHEAD CAP _j 1s·-o" \___,) CAP CJ FACE OF BULKHEAD CAP----.__~ CAP CJ & & CAP CJ CAP CJ---, END BULKHEAD 1'._5 RAILING CENTERED ffi 8 AT ~ SHEETPILING N 2,168,831.75 E 6,052,667.31 CAP CJ~ 16' -0" 15• -o· 16' -0" t==============t===============~~===============t===============j================t===============+===============~================~===============+~'-, ",--..., X I ..__________ / 1 ' LAYOUT PLAN ,81.15,-SCALE: 1 "=5' MATCHLINE SEE SHEET B1 .16 I I \ ----------------- 16' -0" ------- 1: ::r---~----------------- : I / 1--,,1""-------------::,,-"'--+--------r I I I I _J I 1 I I I I I ' I I I I _J 11---+ ct_ POST -1 I I / II / I H1-1-t'---------"7";;.._---t--------t- 1 I I I ~J I 1 I I I I 16' -0" I I I''/ I I _J -1 1 s· -o" I I \ I I I I I \ I I ~J / --------,-._BACK OF BULKHEAD CAP I 1 I I I I 1 I 16'-0" I I ~J I BEGIN BULKHEAD RAILING CENTE R/ ED ----..i,=~-,--,An,7 "'-<'--<=l'HEETPIL NG rc:;--, ,1, 0 N 2, 16 1 8,830.83 E 6,052,667.41 ----------------------------,+------------- I I '\ RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date May 2015 9 s· o· 5' 10· - --- -- SCALE: 1''=5' 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN RAILING LAYOUT - 5 B1.16 PACKAGE 2 E " N 0 co "' -0 N 0 N >, " :::e -ID 0 0 .,., ,-... 5-w "" <t'. ><'. u <t'. "-I--' ::::, ID I VJ 5 0 0 <t'. u 0 ::;:;, ~ " "- " C ·c: " :::e .,., ,-... "- CONSTRUCTION NOTES: ® INSTALL STRAIGHT BULKHEAD RAILING PER SHEET B1.18 RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been Incorporated Into It as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date May 2015 END BULKHEAD FENCING CENTERED g AT ~ SHEETPILING N 2,169,019.53 E 6,052,702.86 CAP CJ FACE OF BULKHEAD CAP-, CAP CJ CAP CJ CAP CJ CAP CJ NO RAILING ALONG NEW CAP 16'-o" --, u (l_ <( u 0 --1--..;;...,------------1------- -1 I I I I I I I I I ~J 1 ,'-0" r-----+-BACK OF BULKHEAD CAP 1 ,'-0" -+---- - - - - - - - - - - 1 ,'-0" 't_ POST 'l-~--1 I I I I I 1-,1--+------------------------'- I I 1 ,'-0" I I _J -1 I I I I I I I I I _J 16'-0" 0 MATCHLINE SEE SHEET B1 .15 1 LAYOUT PLAN B1.16 SCALE: 1"=5' 5' o· s· 10· ------ SCALE: 1''=5' 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 BULKHEAD CURVED RAILING DETAILS B1.17 PACKAGE 2 E C N 0 '° lO 0 N c5 N >, C :::e -ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 0 0 <t'. 0 0 ::;:;, ~ C "- C C ·c: C :::e .,., ,-... "- ' ' CX) N -------------- t') - <O t') I I t') t') 0 --- 16'-Q" 4'-0" TYP (AND PER PLAN) 3 1 /2"11 IPE HARDWOOD CAP RAIL -...., l l \ . \ • \ \. \ "\ ( ' <O o_ ->- -------f-l.[) -Ct:: ....J t') 0 1--~0H ~~~----------------ll--------------------tl---------------ll-------------~I iF---+---3/16"11 1x19 ss CABLE l~==l--1 1/2" DIAM. ALUM ROUND II L II '--=rn,1r=-------------~-------------+-------------➔-------------~~lll(-::::~-~--1/2" THICK ALUMINUM -1 PLATE VERTICAL POST ' ,J --<O <O ., ~' ~ -- --------------' -I.[) --" Ol t') I I lj <j .i'. " ,; ~, d -'--------·-~-----'--"-~--' ------"---~----J--~" ~~~-~-' --~ 1-~--~-'' ____ c__ 1 CURVED RAILING ELEVATION VIEW ..ollllli 1 1/2 RND 3/16 FAST " DIAM X 1 1 /2" ALUM SPACER SECURED W/ TYP AT ENDS " FLATHEAD SS ENERS EACH SIDE 1/32" MAX. I I 1 1 /2" DIAMETER ALUMINUM ROUND 1 /2" PLAT THICK ALUMINUM E VERll CAL POST (\ '-..,) " DIAM X 1 1 /2" ALUM 1 1/2 RND 3/16' FASTE SPACER SECURED W/ ' FLATHEAD SS NERS EACH SIDE -~ ;i. ' ' CX) Ol ' - 1 /8" MAX GAP B/W WOOD CAP ~ ~ 1 /4" GAP I I I B/W PL -I I 1 1 /2" GAP B/W I I I VERT POSTS r.:---- -- ' I ·, I c:_ --<---- I I I I I I I I L __ ~-- I I I ---l --- ' I ·, I I I I I I I I I 11 I I 11 I 11 I. I 11 l 1" lj I I I 2 1/2" 5" DOUBLE POST RECORD DRAWING This record drawing has been prepared, in part, based 81.17 '-SCALE: 1 "=1 '-0" ":::: ~ } ~ \ ~ ~ I :--,.__ I I I I I I I I I I I I 11 1/4" "" TYP ' ' -Ol CX) 7 SINGLE POST / 'st- I ~11_J ' - 3 1/2" 5" SINGLE POST RAILING NOTES ' CX) ' ------- N t') --------<O I t') t') I t') ' Ol ' CX) TYP o_ >-f- ' <O - ------- I.[) -t') <O - ------- I.[) - 3 1 /2"11 IPE HARDWOOD CAP RAIL --1/2 x 2 ALUM HORIZ BAR -+------+ ~,1---3/16"11 1x19 SS CABLE THROUGH '<0 1 /4" DIAMETER HOLE TYPICAL .::::.. I.[) -t') 1 1 /2" TYP c-r--1/2" THICK ALUM PLAllE VERT POST AT 4' SPACING R"' RND 6'-o· 1 1 /2" DIAM ALUM t') I I --+-------+ i 5"11 x 9" DEEP INSERT HOLE (INSTALL FOAM BLOCK-OUTS WHEN CASTING BULKHEAD CAP) A B1.17 -• I I 1 /4" • 2, n--.__:•i·--1_ 1/2" THK X 4" L X 1 1/2" W PLATE WELDED TO VERT POST BOTH SIDES CURVED RAILING SECTION SCALE: 1 "=1 '-0" 3 1 /2"11 IPE HARDWOOD CAP RAIL 1/2 x 2 ALUM HORIZ BAR #12 X 2" SS AT 2' 0.C. FH SCREW COUNTERSUNK INTO ALUMINUM , .. c-. --+----3/16"11 1x19 SS CABLE THROUGH 1/4" DIAMEllER HOLE TYPICAL ~--1----1 /2" THICK ALUMINUM PLATE VERTICAL POST 3 CURVED RAILING CAP DETAIL 81.17 SCALE: 1 "=3" BOTH SIDES 3 1 /2"11 IPE HARDWOOD CAP RAIL CUT AT 45 DEGREE ANGLE AND MATED AT TOP OF HORIZ BAR ' CX) ------- t') <O I t') ' Ol ' N --------t') I t') ' CX) 1 /4" 1/G o_ >-f- ' <O - ------- ' <O - ------- I.[) - --1 /2 x 2 ALUM HORIZ BAR FROM ADJACENT POSTS BEVEL AND WELD TO CORNER POST 3/16"11 1 xl 9 SS CABLE THROUGH 5/16" DIAMETER HOLE TYPICAL (ADD PLASTIC BUSHING TO PROTECT) <-i---1 /2" THICK ALUM PLATE VERT POST --+-----..;(l;---+-1 1/2" DIAM ALUM RND CUT AT 45 DEGREE I.[) t') -t') ' <O +-----+/ - ------- I.[) -2" I -c;=T:-:::ypc--1 !- t') 1 +------+J I ANGLE AND WELDED BOTH SIDES TO RAILING ' <O .::::.. I.[) 5"11 x 9" DEEP INSERT HOLE •1c1J:::::::=::::::::•~•,.j_ 1 /2" THK X 4" L X 1 1 /2" W PLATE ..L-=t===;==· =,"s, ;::::== -~ WELDED TO VERT POST BOTH SIDES . . ' I / I-' I I 4 3/4" t I "' ----++---!-,,.\ I. \ ' NOTE: 2 TOTAL CORNER RAILING POSTS PER PLAN 3 CURVED RAILING CORNER DETAIL 81.17 SCALE: 1 "=1 '-0" upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure 1. SET POST WITH NON-SHRINK GROUT. EMBEDDED PORTION OF POST TO BE COATED WITH 7 MIL OF GREY EPOXY MARINE PAINT PER THE PROJECT SPECIFICATIONS. 6" o'-o" 3" 6" its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions - -- which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt &: Nichol Date ____ ~,El,_201!i__ 2 CURVED POST DETAILS 81.17 SCALE: 3"= 1 '-0" 2. ALL ALUMINUM MATERIAL TO BE 6061-T6 WITH 0.7 MIL A41 CLEAR ANODIZED FINISH. 3. ALL CONNECTIONS ARE WELDED OR MECHANICALLY FASTENED. 4. HARDWOOD CAP MATERIAL SHALL BE CERTIFIED BY THE FOREST STEWARDSHIP COUNCIL (FSC) AND MEET THE PROJECT SPECIFICATIONS. - --SCALE: 3"=1'-0" 3" 0 3" 6" ------ 1' SCALE: 1 "=3" 0 1' 2' ------ SCALE: 1"=1'-0" 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 BULKHEAD STRAIGHT RAILING DETAILS B1.18 PACKAGE 2 E C N 0 '° LO 0 N c5 N >, C :::e -ID 0 0 .,., ,-... 5-w "" <t'. ><'. u <t'. "-I--' ::::, ID I VJ 5 0 0 <t'. u 0 ::;:;, ~ C "- C C ·c: C :::e .,., ,-... "- <D ---...._ --0) - ' ' 00 N --...._ --...._ ' 0 -"' - <D "' I I "' ·.,., ' 0 --· <D <D ----...._ --...._ -LO --0) "' 2" DIAM X 1'' ALUM 1 1 / RND 3/16 FAST TYP AT ENDS SPACER SECURED W/ " FLATHEAD SS ENERS EACH SIDE 1/32" MAX. t\ I v 1 1 /2" DIAMETER ALUMINUM ROUND ' THICK X 3" ALUM 1/2' PLAT E VERTICAL POST 2" DIAM X 1'' ALUM 1 1 / RND 3/16 FAST SPACER SECURED W/ " FLATHEAD SS ENERS EACH SIDE 4' -0" TYP (AND PER PLAN) ----.., l \ \ \ " \ 1 \ \ l \ . 16'-Q" \ • 3 1 /2"\ll IPE HARDWOOD CAP RAIL 'A" ◄ B1.17 "-/ ... \ \ r ' <D o_ ->---...._ >- LO -a:: ...J "' u ~---------------11---------------+---------------+-------------=H,1~---J---3/16"\ll 1x19 SS CABLE t==j--1 1/2" DIAM. ALUM ROUND ,q. ,J l---+--1/2" THICK X 3" ALUMINUM PLATE VERTICAL POST ' 00 --...._ N "' --...._ -<D I "' "' I ' "' <D ---...._ LO - "' o_ >->- ' <D ---...._ LO - "' 3 1 /2"\ll IPE HARDWOOD CAP RAIL --1/2 x 2 ALUM HORIZ BAR +---+--+---3/16"\ll 1x19 SS CABLE THROUGH ' <D ---...._ LO - "' 1/4" DIAMETER HOLE TYPICAL <1'"----1/2" THICK X 3" ALUM PLATE VERT POST AT 4' SPACING ..,,.__ 1 1 /2" DIAM ALUM RND 4"\ll x 9" DEEP INSERT HOLE (INSTALL FOAM BLOCK-OUTS WHEN CASTING BULKHEAD CAP) ~~ C '" . -Cc <.' I lj .. j 1 STRAIGHT RAILING ELEVATION VIEW B1.17 SCALE: 1"=1'-0" 1 /8" MAX GAP B/W WOOD CAP ~~ ~ ~ " ~ ~ -~ ~ ~ 1 /4" GAP I I I B/W PL 1" GAP B/W I I I VERT POSTS I I I -1- I I I I ,-I f--7 I I ,)_ I I I I I I I I I ~- :i-I ,~ . -c:_ I ~ ] I I I -'--I ~-' I I I l1I I l1I 1/4" co TYP "" 0) 11 11 SINGLE 3/4" POST / w ~I~ ' - 2· 4" DOUBLE POST 2 STRAIGHT POST DETAILS B1.17 SCALE: 3"= 1 '-0" d _\ ~-' i ~- I I I I I I I I I I 111 ' co 0) -7 ~1J ' - 4" SINGLE POST TYP RAILING NOTES A B1.17 1 /4" ' ,. ,_j \I\ STRAIGHT RAILING SECTION SCALE: 1 "= 1 '-0" 3 1 /2"\ll IPE HARDWOOD CAP RAIL 1/2 x 2 ALUM HORIZ BAR 1 /2" RADIUS #12 X 2" SS AT 2' O.C. FH SCREW COUNTERSUNK INTO ALUMINUM 't·--+--3/16"\ll 1x19 SS CABLE THROUGH 1 /4" DIAMETER HOLE TYPICAL 1 /2" THICK X 3" ALUMINUM PLATE VERTICAL POST 3 STRAIGHT RAILING CAP DETAIL B1.17 SCALE: 1"=3" RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt &: Nichol Date May 2015 1. SET POST WITH NON-SHRINK GROUT. EMBEDDED PORTION OF POST TO BE COATED WITH 7 MIL OF GREY EPOXY MARINE PAINT PER THE PROJECT SPECIFICATIONS. 2. ALL ALUMINUM MATERIAL TO BE 6061-T6 WITH 0.7 MIL A41 CLEAR ANODIZED FINISH. 3. ALL CONNECTIONS ARE WELDED OR MECHANICALLY FASTENED. 4. HARDWOOD CAP MATERIAL SHALL BE CERTIFIED BY THE FOREST STEWARDSHIP COUNCIL (FSC) AND MEET THE PROJECT SPECIFICATIONS. 6" o'-o" 3" - - -- - -SCALE: 3"=1'-0" 3• 0 3" 6" ------ ,. SCALE: 1 "=3" 0 ,. 2' ------ SCALE: 1"=1'-0" 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 3/13/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 11/7/13 1/31/14 2/13/14 2/25/14 3/13/14 4/01/15(EST) 1/22/15 MARINA BASIN MISC DETAILS B1.19 PACKAGE 2 E C N 0 ro .,., 0 N ~ >, C ::a -ID 0 0 .,., ,-... 5-w "" <t'. ><'. u <t'. "-I--' ::::, ID I VJ 5 0 0 <t'. u 0 ::;:;, ~ C "- C C ·c: C ::, .,., ,-... "- WW z _J _J "- 6 I- ~ l:J I zI 0Vl u u.. Clo <Cw wu 1 Cl:'. w f-- ~ w Cl:'. u.. u-J Cl:'. w f--<( ~ ...J <( w u _J (Il <( f--0 Cl:'. f--u w ...J "-w u-J u-J ...J _J _J <( <( <( u u u Cl:'. Cl:'. Cl:'. Cl:'. f--f--f--u u u w w w w ~ ...J _J _J w w w w VJ u-J u-J u-J u-J ::r: < 3' -2" ~"-,---------------,-------------~-+---+---~----+--~ _J 7" 3'-3" 6" 7" 7" 6" ::::»-(Il <( I BAJK LOWER TIEBACK-" OF BULKHEAD CAP ~ I l a .___--- --i-1---___ I I I I V - ------1-1----1 --1--1-f-L ,-~ I I ___ -~ l-1--11"" -----,-1- MARINA DOCK LANDSIDE PORTION OF UTILITIES (NIC) ~ LOWER TIEBACK BULKHEAD CAP CJ SHEET PILE\ I 1 ,---',;-\-------t""--, -~, "" BACK OF BULKHEAD CAP------------- TIEBACK\ BULKHEAD CAP WITH REINFORCING SHOWN SHEET PILE WITH REINFORCING SHOWN __,.,,..- ------ ---t-I --t-,_ I I rt-rt-I -; \----t-~.~-~. d ~. ---+--ti-,-+: -·----~· ----~"~ 7 -·--+----!-+ • • • • I I ~ • I I ' I • I I r-.----~. t----~. J ~. ----< -·----~· t-----~"~ ~ -•----, v _..,l r v .,., -l w f--z z ::J 0 _J Q_ 0 w °"I-' f--"" z z 0 <( u Cl:'. Cl w <( z w Cl:'. :r: Io ~ u _J ::::, I-(Il <( ' I • • I~ • I CAP OFF UTILITIES 'I-----+' FOR LATER PHASE -I- ~UPPER TIEBACK PLAN VIEW --I -- GANGWAY PLATFORM PILE (NIC) -11 -- ' J-L-!-d~---ADD go· SS ELBOW ' - "' ' AND CAP OFF SEWER PIPE FOR LATER PHASE OF PROJECT FACE OF BULKHEAD CAP ~ ' ' " \ MARINA DOCK WATERSIDE ~ ~ : ,~ UTILITIES (NIC) '" 'L I I 't... r--,., I Th ' ""-( )I I 'r-) 'i l ) r----" ) I\ ) I A ) I J , ~ u 0 Cl <( z ~GANGWAY PLATFORM (NIC) \.J 1 MARINA UTILITY CHASEWAYS 81.19 SCALE: 1"=1'-0" 2" POTABLE WATER SCH 80 SS THREADED PIPE STUBBED -( 4) 4" SCH 80 PVC SLEEVES OUT WITH END CAP FOR TYPE G ELECTRICAL I CABLES, DATA AND PHONE 6" FIRE WATER SCH 80 SS THREADED PIPE STUBBED OUT WITH END CAP -..1111 /A, TIEBACK--3" SEWER SCH RAILING POST HOLES- ◄ 81.19 I WITH go· SS EL ' .., 80 SS THREADED PIPE BOW AT END FACING DOWN I )¢ , ' --c---- l~D ----{S) (S) (S) (S) <S>---C> - ' I ' I ' I CENTERLINE OF PIPES AND SLEEVES I I I I I I I I I GANGWAY PLATFORM PILE (NIC) - .~ ~ > I I I I V ELEVATION VIEW 2 MARINA UTILITY CHASEWAYS 81.19 SCALE: 1"=1'-0" GANGWAY PLATFORM (NIC) lv MIN ~---1 BULKHEAD RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt &: Nichol Date May 2015 BULKHEAD CAP LANDSIDE PROMENADE FS (NIC) THREADED CAP CENTERLINE OF PIPES AND SLEEVES 4" TO TOP OF SHEETPILE A TYPICAL UTILITY SECTION 81.19 SCALE: 1"=1'-0" 1'-0" o'-o" 1'-0" 2'-0'" ------ SCALE: 1''=1'-0" 1111111111111111111 moffatt & nichol ID CL DELTA 1 / ADDENDUM 1 DELTA 2 / TIEBACKS & UTILITIES DELTA 3 / TIEBACKS DELTA4 / SHEET PILE & BEAM DELTA 5 / CAP JOINTS DELTA 6 / TIEBACK CLEARANCE DELTA 7 / AS-BUILT REVISION TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 LOG OF TEST BORINGS B1.20 PACKAGE 2 - BASIN E 0 N 0 oci 0 N >-0 :,;; -ID 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, ID I VJ 5 0 0 <t'. 0 0 ::;:;, ~ 0 "- 0 C ·c: 0 :,;; .,., ,-... -/ "- ~ i ww "'~ X iC LOG OF TEST BORING • SITE LOCATION Newoort Beach, CA DRILLING COMPANY Gre,.,,.. Drillinn DRILLING EQUIPMENT Marl B5 SAMPLING METHOD 140-lb hammer / 30-inch droo - g I t-o. w D -5 -10 - z 0 ~ J w 0 z "j Q. J ~ -15 t; 0 - ~-PB 4 § - 8 0 o' " r isl "' zc WO o.~ 60 0 PROJECT NAME MARINA PARK I PROJECT NUMBER BORING 2573 LEGEND NOTES O' "' Wc-IC,O t-W O>- I START IFINISH SHEET NO. 5/16/2008 5/16/2008 1 of 2 DRILLING METHOD ILOGGED BY !CHECKED BY Hollow Stem Aue er G. Soauldina BORING DIA. (in) TOTAL DEPTH (rt)I GROUND ELEV (ft) I DEPTH/ELEV. GROUND WATER (ft 8 40 I I n/a 0 DESCRIPTION AND CLASSIFICATION KEY TO EXCAVATION LOGS WATER TABLE MEASURED AT TIME OF DRILLING OTHER TESTS CC Confined Compression CL Chloride Content CS Consolidation OS Direct Shear El Expansion Index GS Grain Size Analysis LC Laboratory Compaction pH Hydrogen Ion Pl Plasticity Index R Resistivity RV R-Value SA Sieve Analysis HD Hydrometer SF Sulfate SG Specific Gravity SW Swell PENETRATION RESISTANCE (BLOWS/ft) Number of blows required to advance the sampler 1 foot. California Sampler blow counts can be converted lo equivalent SPT blow counts by using an end-area conversion factor of 0.67 1Nhen using a 140-pound hammer and a 30-inch drop. SAMPLE TYPE C ("Galifomia Sampler")-An 18-inch-long, 2-1/2-inch 10., 3-inch O.D. thick-walled sampler. The sampler is lined with eighteen 2-3/8--inch I.D. brass rings. Relatively undisturbed, intact soil samples are retained in the brass rings S {"SPT")-a.k.a. Standard Penetration Test, an 18--inch-long, 2-inch O.D., 1-3/8-inch ID . drive sampler. B ("Bulk")-a.k.a. Bulk Sack Sample, a disturbed, but representative sample obtained from a specific depth intetval placed in a large plastic bag. PB ("Plastic Bag")-A disturbed, but representative sample obtained from a specific depth interval placed in a small sealable plastic bag (CONTINUED) 01--~--~~-~--~--~-~-~~--+-----------------~---------l ~ ~ ~ TerraCosta Consulting Group, Inc. ~ ~ 4455 Murphy Canyon Road, Suite 100 @@11(@111§1@ San Diego, California 92123 LOG OF TEST BORING MARINA PARK THIS SUMMARY APPLIES m~LY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. suBsuRFAcE coNDITI0Ns MAY DIFFERATOTHER FIGURE A-1 a LOCATIONS AND MAY CHANGE AT THIS LOCATlmJ WITH THE PASSAGE OF TIME. THE DATA PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITlm~s ENCOUtHERED. I PROJECT NUMBER BORING 2573 LEGEND I START IFINISH SHEET NO. 5/16/2008 5/16/2008 2 of 2 SITE LOCATION Newoort Beach CA DRILLING COMPANY Gre~~ Drillinn DRILLING EQUIPMENT DRILLING METHOD Hollow Stem Au BORING DIA. (in) ILOGGED BY !CHECKED BY er G. Snauldinn TOTAL DEPTH (ft)I GROUND ELEV (ft) I DEPTH/ELEV. GROUND WATER (ft Marl B5 SAMPLING METHOD 140-lb hammer/ 30-inch drop - -'= I c-o. w D -25 - -30 s ii;-35 t; 0 ', 8 0 '" s z 0 ~ J w w o_ i'= w J Q. " :Ji 0 z w ~ 0. 11 u, "' Zc WO D~ 60 0 NOTES O' '" W>-Ie,J t-W O>- 8 40 I :t:n/a DESCRIPTION AND CLASSIFICATION KEY TO EXCAVATION LOGS (CONTINUED) NOTES ON FIELD INVESTIGATION Borings were advanced using a truck-mounted Marl 85 drill rig with an 8-inch hollow-stem auger. Standard Penetration Tests (SPT) and California Samplers were used to obtain soil samples. The SPT and California Samplers were driven into the soil at the bottom of the borings with a 140-pound hammer falling 30 inches. When the samplers were withdraw11 from the boring, the samples were removed, visually classified, sealed in plastic containers, and taken to the laboratory for detailed inspection. Free groundwater was encountered in the borings as shown on the logs. Classifications are based upon the Unified Soil Classification System and include color, moisture, and consistency. Field descriptions have been modified la reflect results of laboratory inspection where deemed appropriate. w1--~--~~-~---"--~-~-~~-+-----------------~---------1 •:1~ THIS SUMMARY APPLIES ONLY AT THE LOCATION ~, Terra Costa Consulting Group, Inc_ oF THIs BORING AND AT THE TIME oF DRILLING. r SUBSURFACE CONDITIONS MAY DIFFER AT OTHER FIGURE A-1 b 8 4455 Murphy Canyon Road, Suite 100 LOCATIONS AND MAY CHANGE AT THIS LOCATlmJ WITH THE PASSAGE OF TIME. THE DATA iiiii \U&ittilii\11/4 San Diego, California 92123 :;~~~~+16~~ l~NAC~~~i~~~~TION OF THE ACTUAL LOG OF TEST BORINGS LOG OF TEST BORING SITE LOCATION Newoort Beach, CA PROJECT NAME MARINA PARK ! PROJECT NUMBER BORING 2573 B-1 I START IFINISH SHEET NO. 5/16/2008 5/16/2008 1 of 2 DRILLING COMPANY Gre"" Drillina DRILLING METHOD ILOGGED BY !CHECKED BY Hollow Stem Aurer G Soauldina DRILLING EQUIPMENT Marl MS BORING DIA. (in) TOTAL DEPTH (R)I GROUND ELEV {R) I DEPTHE'LEI/. GROUND WATER (ft 8 31 5 I I n/a SAMPLING METHOD 140-lb hammer/ 30-inch droD - I t-o. w D -5 -10 - z 0 ~ J w w 0. i'= w J Q. ~ 0 z "j Q. J C1 C 2 25 24 NOTES O' u, Wc-IU> t-W Qt- SA 0 ,' .. • . _,_- \ ;< ,',' :::: _· :-: ,. . ·•. .,: ~-15 r-\\\::::·· ; ~ 3 18 ~; ;; ; ?f ;I : \·/::: i· :.:.::: DESCRIPTION AND CLASSIFICATION HYDRAULIC FILL SAND to SIity SAND (SP!SM,}loose to medium dense, gray-brown, dry. with occasional shell fragments -Becomes medium dense, moist BAY DEPOSITS Medium SAND (SP/SM) medium dense, gray, wet, with shell fragments {'J :":\·:: _;: .... ~ll--~--~~-~--~--~-~-~~·:\~:/.~·~C,·:~:1------------------~----------l ~ •,ra· TerraCosta Consulting Group, Inc. C ~ 4455 Murphy Canyon Raad . Suite 100 ii•IGl"/mtiil,11\10 San Diego, California 92123 LOG OF TEST BORING MARINA PARK THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING suBsuRFAcE coNDITI0Ns MAY DIFFER AT OTHER FIGURE A-2 a LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA PRESENTED IS A SIMPLIFICATIOt~ OF THE ACTUAL CONDITIONS E~JCOUNTERED. ! PROJECT NUMBER 2573 I START IFINISH 5/16/2008 5/16/2008 BORING B-1 SHEET NO. 2 of 2 SITE LOCATION Ne\NPOrt Beach CA DRILLING COMPANY Gre~~ Drillinn DRILLING EQUIPMENT DRILLING METHOD Hollow Stem Au BORING DIA. (in) ILOGGED BY !CHECKED BY er G Snauldinn TOTAL DEPTH (ft) GROUND ELEV {ft) I DEPTHE'LEI/. GROUND WATER (ft 31.5 ·1 'I' n/a Marl M5 SAMPLING METHOD 140-lb hammer/ 30-inch drop -'= I c-a. w D -25 - -30 s ii;-35 t; 0 !, 8 @ '" s g z 0 ~ J w w 0. i'= w J Q. " ;Ji C 4 s 5 1-- s 6 22 15 37 '" z~ WO 0.$ 6' D NOTES "' u, Wt-IU> t-W Qt- 8 DESCRIPTION AND CLASSIFICATION OLDER ALLUVIAL DEPOSITS Coarse SAND (SP-SM) medium dense, gray, wet Boring terminafed at depth of 31.5 feet. Groundvi,afer encountered al approximafely 10 feel at lime of excavation. u'l----'---'--'----'--~---'---'--~--+-----------------~---------l " ~;•1c1 TerraCosta Consulting Group, Inc § 4455 Murphy Canyon Road, Suite 100 ;;:;yi;&ldh& San Diego, California 92123 THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING SUBSURFACE cor~DITIONS MAY DIFFER AT OTHER FIGURE A-2 b LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA PRESENTED IS A SIMPLIFICATIOt~ OF THE ACTUAL CONDITIONS ENCOUNTERED. LOG OF TEST BORING IMARINA~;;K ! PROJECT NUMBER BORING 2573 B-2 SITE LOCATION I START IFINISH SHEET NO. Newoort Beach, CA 5/16/2008 5/16/2008 1 of 2 DRILLING COMPANY DRILLING METHOD I LOGGED BY I CHECKED BY Gren.-. Drillinci Hollow Stem Auc.er G. Soauldina DRILLING EQUIPMENT BORING DIA. (in) TOTAL DEPTH (RJI GROUND ELEV (RJ I DEPTHE'LEV. GROUND WATER (ft Marl BS 8 31 5 I n/a SAMPLING METHOD NOTES 140-lb hammer/ 30-inch droo € w zw i'= g Q. 0 Ou~ w z >-z i=ze!:: "' O'. O'. u, u t-~~~ I 0 w ZTI "~ We-I C'J t-§ w J ~c IU> !le 0 DESCRIPTION AND CLASSIFICATION ~ >-u, 0 ~-e, o_ Q. Q. UJ u5 ...J c-W O'. J w " o>-D w "' <( zww 6' 0 [') ~ ;Ji "' w O'. -:, w 0. D If .. HYDRAULIC FILL Medium SAND (SP-SM) loose to medium dense, gray-brown, damp to ,·•. ·. wet :: f- /i .• . ·. :::: • :.: -Becomes medium dense, moist ~s 1--}i C 1 7 SA . 1-- .. \. ::: : -::- -Becomes wet . i:.i ii . -Becomes coarse with approximately 10 percent shell fragments ~10 1-- C 2 20 SA 1--_'.:-:-BAY DEPOSITS >·, ..· Medium SAND (SP-SM) medium dense, gray, et ,·.·:• ?/::•• (/. :-.. :· ii . ' ~15 1--.:: C 3 13 ·\. f- 1--/ .. ; ,.:: ... . ' ,f-> .\ ' THIS SUMMARY APPLIES ONLY AT THE LOCATION TerraCosta Consulting Group, Inc. OF THIS BORING AND AT THE TIME OF DRILLING ' SUBSURFACE CONDITIONS MAY DIFFER AT OTHER 4455 Murphy Canyon Road . Suite 100 lll!ll1IRlll!l1IU San Diego, California 92123 LOCATIONS AND MAY CHANGE AT THIS LOCATION \MTH THE PASSAGE OF TIME. THE DATA PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. ! PROJECT NUMBER 2573 FIGURE A-3 a BORING B-2 I START IFINISH 5/161200B 5/16/2008 SHEET NO. 2 of 2 SITE LOCATION Newoort Beach CA DRILLING COMPANY Gre~~ Drillinr1 DRILLING EQUIPMENT DRILLING METHOD Hollow Stem Au BORING DIA. (inj ILOGGED BY !CHECKED BY er G. SnauldinC1 TOTAL DEPTH (ft)I GROUND ELEV (ft) I DEPTH/ELEV. GROUND WATER (ft Marl BS SAMPLING METHOD 140-lb hammer/ 30-inch drop " I c-o. w 0 §1-35 t; 0 !, § 8 C " ,, ,; " ,o c, " " 0 ' z 0 ~ ~ w 0 z "i Q. al' "' S• Ss Ss 14 5013" 38 NOTES O'. u, Wt-IU> t-W o>- 8 31.5 I I In/a DESCRIPTION AND CLASSIFICATION -Sampler on rock OLDER ALLUVIAL DEPOSITS Coarse SAND (SP-SMI medium dense, red-brown, wet Boring terminated at depth of 31.5 feet Groundwater encountered Bf depth of approximately 6,5 feet at time of excavation. 0'1----'---'--'----'----'---'--~-~--+-----------------~---------l " "!lei , TerraCosta Consulting Group, Inc 8 1-4455 Murphy Canyon Road , Suite 100 ;;;:;;ag11:1+ San Diego, California 92123 THIS SUMMARY APPLIES Ol'JLY AT THE LOCATION OF THIS BORING Ar~DAT THE TIME OF DRILLING. SUBSURFACE CONDITIONS MAY DIFFER AT OTHER FIGURE A-3 b LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. SOIL ENGINEER CERTIFICATE I, MATTHEW W. ECKERT, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL AND CONDITIONS PREVALENT WITHIN THE SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN NOVEMBER AND DECEMBER, 2008. I HAVE REVIEWED THE PROJECT DESIGN AND GRADING SHOWN HEREIN IS CONSISTENT V.,TH THE RECOMMENDATIONS CONTAINED IN THE APPROVED SOILS AND GEOTECHNICAL REPORT FOR THE PROJECT. ONE COMPLETE COPY OF THE FINAL SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED 2316 R.G.E. NUMBER TERRACOSTA CONSULTING GROUP ORGANIZATION 3890 MURPHY CANYON ROAD, SUITE 200 ADDRESS (858) 573-6900 TELEPHONE DATE SEPT-30-2014 EXP. RECORD DRAWING This record drawing has btlflfl prepared, in part, based upon information furnished by others. 'l,t117e this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions which may have been Incorporated Into It as a result. Those relying on this record drawing are advised to obtain Independent verification of Its accuracy before applying It for any purpose. Moffatt ct Nichol Date May 2015 SOIL ENGINEER AS-BUil T CERTIFICATE TO THE BEST OF MY KNOWLEDGE AND EXPERIENCE THE GRADING CONFORMS WITH THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT AND PLANS WITH THE EXCEPTION THAT ANY CHANGES OR DEVIATIONS FROM THE PLANS DUE TO UNFORESEEN FIELD CONDITIONS HAVE BEEN IDENTIFIED IN THE FINAL SOILS REPORT FOR THE PROJECT. ONE COMPLETE COPY OF THE FINAL SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED DATE R.C.E./P.L.S. NUMBER EXP. DI 800-227-2600 Call 2 Full Working [O{s In Advance 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 PACKAGE 2 MARINA BASIN DEMOLITION PLAN D1.01 E C N 0 '° .,., 0 N c5 N >, C :::e -Cl 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ C "- 0 C ·c: C :::e .,., ,-... -/ "- ~ i ww "'~ X iC --i _6 )( I -I - 0 0 cfJ -ul 0 <D w I y. 7 .9 7,7 . 0 a) ASPH • V LEGEND: ~ BASIN DREDGING -X-TEMPORARY FENCING RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date May 2015 w \ 7 .7 7,5 T 7 C 7 c T NOTES: 1. FOR LANDSIDE REMOVAL SEE PACKAGE 1 SITE DEMOLITION PLAN 2. FOR TREE REMOVAL SEE PACKAGE 1 TREE PRESERVATION & DEMOLITION PLAN 3. FOR MARINA BASIN EROSION CONTROL DETAILS SEE SHEETS EC1.D1 2A AND 2B 4. FOR DREDGING PLAN SEE SHEET DR1 .01 DREDGING SHALL OCCUR AFTER NEW BULKHEAD IS INSTALLED. 5. PROTECT EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED. 0 0 \:\ ul 0 cD w I + '-...---' C 7 C T 0 0 sj- N "' 0 co 7 .9 \ NEWPORT BAY 7 .1._ ASPH . . 7 w . .BALBOA , 81,.YD. T 7 C T 7 C 1 MARINA BASIN DEMOLITION PLAN PHASE 2 D1 .01 SCALE: 1 "=40' DEMOLITION NOTES: QJ REMOVE EXISTING FENCE 0 REMOVE EXISTING GROIN WALL 0 REMOVE EXISTING BULKHEAD CAP, NOTE REBAR SCHEDULE 8] PROTECT BUILDING IN PLACE 0 DEMOLISH EXISTING AL YC CONCRETE SLAB IT] REMOVE EXISTING WATER SPIGOT AND WATER LINE FROM t,. BUILDING TO SPIGOT ~ \ u T 7 C NO. /1·" \ I /.2-' \ I /3' \ I /4·' \ I f---t----1-------,----------=+- CONC ~ ASPI I ----=--SS - POINT COORDINATES NORTHING EASTING N 2169122.26 E 6052725.09 N 2169020.01 E 6052704.96 N 2169009.06 E 6052729.81 N 2168816.41 E 6052665.96 - I - 0 40' o· 40' 80' ------ SCALE: 1''=40' 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET AMENDMENT 1 11-07-2013 -5 0 5 -10 -10 -5 0 5 -10 -5 0 5 TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 MARINA BASIN DREDGE PLAN DR1.01 PACKAGE 2 E C '° "' '° '° 0 N c5 N >. C :::e "' .. " 0 -"" Cl 0 0 "' ,.._ -,.._ .,...-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 Cl Cl <t'. 0 0 ::;:;, -"' ~ C "- C C ·c: C :::e "' ,.._ -/ "- ~i ww "'~ x-. C) 0 lD Cl o ~~ \ !~, P' I -----~ I I I I I D O ! I 0 " D NEWPORT BAY 0 () --=::,,,,.-~~-=-"""'--- - I I ----:::::::=='"'--=---==/~_... --lQ -----..-v , / / , / , / I I , / I /_ --a------------------2"- "' z ~L-----,-~----t---s--------------~~-------------ft=====~c::::::::: y_ 9 . 4 LIMIT OF DREDGING _j_. _J ! 0 + 0 T STATION CONTROL LINE T l 0 0 = y_ 5.6 5. BULKHEAD --t--- DREDGE PLAN SCALE: 1 "=20' 0 0 + , ,,,./ ,, /1// , 0 0 + I') 01)0 0.0 X g. X 5 · • [J (_ X g 9 -.__.;--/~ Ir Y.57 MARINA DREDGE MATERIAL: MARINA DREDGE VOLUMES: 35,750 CY FROM ELEV. +5.6 TO -10 MLLW MARINA DREDGE MATERIAL SHALL BE REMOVED VIA WATERSIDE MECHANICAL / CLAMSHELL DREDGE AND HAULED BY TRUCK SUBSEQUENT TO DRYING OR BARGED TO APPROVED DREDGE MATERIAL RECEIVING SITES. FOR DREDGE MATERIAL RECEIVING SITES, SEE SHEET DR1.03. MARINA EXCAVATION MATERIAL: MARINA EXCAVATION VOLUMES: 5,25D CY EXCAVATION DOWN TO ELEV. +5.6 MLLW * MARINA EXCAVATION MATERIAL SHALL BE REMOVED VIA LANDSIDE EXCAVATOR. A MAXIMUM OF 4,500 CY OF MATERIAL EXCAVATED ABOVE ELEVATION +5.6 MLLW SHALL BE REUSED ON SITE AS UPLAND FILL ABOVE THE HIGH TIDE LINE. THE REMAINING MATERIAL SHALL BE HAULED BY TRUCK TO THE APPROVED SAND RECEIVING SITES FOR TlHE PROJECT, SEE SHEET DR1 .03. * NOTE: THE TOTAL MARINA DREDGE AND EXCAVATION MATERIAL QUANTITY SHALL NOT EXCEED 46,500 CUBIC YARDS. THE TOTAL MARINA DREDGE AND EXCAVATION MATERIAL QUANTITY TO BE PLACED AT THE RECEIVING SITES, AS SHOWN ON DR1.03, SHALL NOT EXCEED 42,0DD CUBIC YARDS. LEGEND: AREA TO BE DREDGED TO -10 MLLW LIMIT OF DREDGING DATUM NOTES: ELEVATIONS SHOWN ARE BASED ON MEAN LOWER LOW WATER (MLLW). ELEVATION 0.38 FEET MLLW = 0.00 FEET NAVO 88. POINT COORDINATES NO. NORTHING EASTING /,''- \ I N 2,169,161.98 E 6,052,720.03 /2-' \ I N 2,168,842.70 E 6,052,660.06 1(3' N 2,168,870.97 E 6,052,509.53 /4'-\ I N 2,169,094.24 E 6,052,551.46 /5·' \ I N 2,169,131.16 E 6,052,354.90 /5'- \ I N 2,169,227.18 E 6,052,372.94 /_7_;-., \ I N 2,168,886.25 E 6,052,248.04 /8'-\ I N 2,168,803.25 E 6,052,689.82 RECORD DRAWING This record drawing hos been prepared, in port, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may hove been Incorporated into it as a result. Those relying on this record drawing ore advised to obtain Independent verification of its accuracy before applying It for any purpose. Moffatt & Nichol Dote Moy 2015 20' o· 20' 40' ------ SCALE: 1''=20' 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 MARINA BASIN DREDGE PROFILES DR1.02 PACKAGE 2 E 0 a, ..., oci 0 N >-0 :,;; -"" Cl 0 0 ..., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ 0 "- 0 C ·c: 0 :,;; ..., ,-... "- z 0 I-<{ > w _J w z 0 I-<{ > w _J w 20 20 LIMIT OF REDGING g' EXISTING RADE (PER PLA VIEW) 10 -----------------10 EXCAVATE T +5.6' --- BULKHEAD WALL (TYP) 0 ,., 0 / /') // DREDGE TO -10•/i / I 3H: 1V SLOPE -10 -10 ---- -20 -20 -30L':::========="==========="==========:'::=========t=====--30 20 10 0 -10 -20 -30 400 350 300 250 200 150 100 50 0 50 OFFSET 1+00 LIMIT OF DR EDGING g' rEXISTING I RADE (PER PLAN VIEW) ---- I EXCAVATE Tl +5.6'----..J-----~&~ BULKHEAD WALL (TYP) _, I ,.,01//j 1/J /4REDGE TO -10•/i 1//////1/// ~ 3H: 1V SLOPE ----_I -- 400 350 300 250 200 150 100 OFFSET 2+00 ---- 50 0 20 10 0 -10 -20 -30 50 z z 0 0 I-I-<{ <{ > > w w _J _J w w z z 0 0 I-I-<{ <{ > > w w _J _J w w 20 20 LIMIT F DREDGING g' EXISTING (PER PLAN VIEW) GRADE 10 --------y 10 I -----BULKHEAD r-WALL (TYP) 0 0 3H: 1 V SLOPE -10 -10 ~----- -20 -20 -30L':::========="==========="==========:'::=========t=====--30 400 350 300 250 200 150 100 50 0 50 OFFSET 3+00 20 20 LIMIT F DREDGING g' EXISTING (PER PLAN VIEW) GRADE 10 ------------------y EXCAVATE TO +5.6' 10 BULKHEAD WALL (TYP) 0 0 z 0 I-<{ > w _J w z 0 I-<{ > w I~ -10 3H: 1 V SLOPE -10 ci --_ _, -20 -20 -30L':::========="==========="==========:'::=========t=====--30 400 350 300 250 200 150 100 50 0 50 OFFSET 4+00 TYPICAL DREDGE SECTIONS RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure Its accuracy. and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying It for any purpose. Moffatt & Nichol Date May 2015 SCALE: HORIZ. 1 "=40' VERT. 1"=10' LEGEND: -----------EXISTING GRADE ---LIMIT OF DREDGING vo//2] AREA TO BE DREDGED DATUM NOTES: ELEVATIONS SHOWN ARE BASED ON MEAN LOWER LOW WATER (MLLW). ELEVATION 0.38 FEET MLLW = 0.00 FEET NAVO 88. 40' o' 40• 80' ------ HORIZ. SCALE: 1 "=40' 1 o· o· 10· 20· ------ VERT. SCALE: 1''=10' 1111111111111111111 moffatt & ID CL 100% DESIGN DEVELOPMENT nichol 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 4 3 2 1 DREDGED SAND RECEIVING SITES DR1.03 PACKAGE 2 E 0 .,-, 0 oci 0 N >-0 :,;; -"" Cl 0 0 .,-, ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ 0 "- 0 C ·c: 0 :,;; .,-, ,-... "- ·2 • . \. / ~"' 3· -,:>.; ""':, .,. " ' • rs.s.-s~~~ .. ..,~ • . ~ ,;__~ • -~r_,; .. ft·..... • •. - SEE SHEET DR1 .04 MARINA PARK APPROVED SAND RECEIVING SITES EXCAVATION MATERIAL RECEIVED VIA TRUCK: 1. ON SITE BEACH / 18TH TO 19TH STREET: UP TO 1,500 CY EXCAVATION AND DREDGE MATERIAL RECEIVED VIA TRUCK: 2. CHINA COVE: UP TO 5,000 CY 3. MARINE CENTER TO 19TH STREET, ABOVE HIGH TIDE LINE: UP TO 10,000 CY DREDGE MATERIAL RECEIVED VIA BOTTOM-DUMP OCEAN BARGE: 4. NEARSHORE, 40TH STREET TO 52ND STREET: REMAINING MATERIAL APPROXIMATELY 25,500 CY THE TOTAL MAXIMUM TO BE PLACED AT ANY COMBINATION OF THE ABOVE SAND RECEIVING SITES SHALL NOT EXCEED 42,000 CY. THE TOTAL DURATION OF DREDGE DEPOSIT AND BEACH NOURISHMENT ACTIVITIES IS ESTIMATED TO BE FROM 8 TO 12 WEEKS. -' iJ =----~ •• NOTES: ''"" • 1. CHINA COVE MATERIAL SHALL BE PLACED AT LEAST 15 FEET AWAY FROM EXISTING EELGRASS BEDS. 2. ANY DREDGE DEPOSIT / BEACH NOURISHMENT ACTIVITY MUST AVOID SENSITIVE AQUATIC OR TERRESTIRIAL HABITAT PER lliE PROJECT PERMIT SPECIAL CONDITIONS. I POINT COORDINATES NO. LATIWDE LONGITUDE 1 N 33" 37' 09" W 117' 56' 48" • I 2 • N 33' 37' 14" W 117' 56' 42" '3 N 33' 36' 59" W 117' 56' 24" ·. • • 4" N 33' 36' 54" W 117' 56' 30" MOFFATT & NICHOL GOOGLE EARTH PRO LICENSE RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date May 2015 1/8 o· 1/8 1/4 ------ SCALE: 7'"=1 /8 MILE 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 MARINA CENTER BEACH SAND FILL PLAN DR1.04 PACKAGE 2 E 0 .,-, 0 oci 0 N >-0 :,;; -"" Cl 0 0 .,-, ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ 0 "- 0 C ·c: 0 :,;; .,-, ,-... "- ~i 1 .5 E 20· 1'"}SAND SLOP ALONG PROMENADE I~ WORK RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. 'Nhile this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date May 2015 \\~ ........ ,o} \li \l} '} \l} \l} '?>1- ,o:j ,o:}_ \ll? ,o~ " \l·t 18 II) --9} 1. 9-} 10 8 ---+----------- ------ BENCHMARK: BENCHMARK: J-782 ELEVATION: 7.142 NAVO 88 FOUND 3 ~" OCS ALUMINUM BENCHMARK DISK STAMPED "J 782 1946", SET IN THE TOP OF A CONCRETE POST. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD, 24.3 FT. EASTERLY OF THE CENTERLINE OF THE NORTHBOUND LANES ALONG NEWPORT BOULEVARD AND 23.3 FT. NORTHERLY OF THE CENTERLINE OF 29TH STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEV. = 7.142 FEET (NAVO 88, YEAR LEVELED 1989) ELEVATIONS SHOWN ARE BASED ON NAVO 88. ELEVATION 0.38 FEET MLLW = 0.00 FEET NAVO 88. MARINE CENTER TO 19TH ST . BEACH SAND PLACEMENT PLAN SCALE: 1 "=40' ........ I ( ' ;. 0 - f--w w ~ (/) ~ 0) ,'l.--:}_ • ;. I I I I I I I I OF WORK g •,. <==3=1 ' HORIZONTAL CONTROL STATEMENT: HORIZONTAL CONTROL IS BASED UPON THE CALIFORNIA COOR DINA TE SYSTEM (CCS83) ZONE VI, 1983 NAO, (1991.35 EPOCH OCS GPS ADJUSTMENT) PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. O.C.S. HORIZONTAL CONTROL STATIONS USED: OCS GPS 6288 N=2171727.231 E=6052182. 938 FD PUNCHED 2" BRASS DISK IN CONC., DOWN 1.0' IN WELL MONUMENT, 10.15' SE'L Y FROM ANOTHER WELL MONUMENT. STATION IS LOCATED AT CENTERLINE INTER OF VIA ANTIBES (EAST) AND VIA LIDO SOUD. OCS GPS 6293 N=2166917.579 E=6067397.012 FD LEAD AND TACK IN TOP OF W'LY MEDIAN CURB ON PACIFIC COAST HWY. STATION IS LOCATED AT THE APPARENT CENTERLINE INTERSECTION OF PACIFIC COAST HWY. AND DAHLIA AVE. POINT COORDINATES NO. NORTHING /1'- \ j N 2168674.16 /.2-" \ ·I N 2168723.25 (3"-N 2168756.36 /4" \ j N 2168754.49 (5" N 2168727.04 /5'- \ j N 2168744.72 /7-" \ I N 2168601.63 /8'- \ 'j N 2168315.60 /.9-" \ ., N 2168676.77 '1o' \ -, N 2168713.40 (1 i: N 2168745.26 (, 2' N 2168708.75 13 \ -, N 2168727.25 (,~ N 2168621.14 15' \ -, N 2168581.84 (,~ N 2168545.57 17' \ ', N 2168367.37 (,~ N 2168493.58 l<is N 2168601.18 LEGEND: BW BACK OF WALK CA TV CABLE TV PULL BOX CONC CONCRETE EC EDGE OF CONCRETE EP EDGE OF PAVEMENT FL FLOWLINE FG FINISH GRADE FNC FENCE FS FINISH SURFACE GV GAS VALVE HOWL HEADWALL LIP LIP OF GUTTER SLPB STREET LIGHT PULL BOX TC TOP OF CURB TW TOP OF WALL WO WOOD EASTING E 6050507.44 E 6050567.89 E 6050641.64 E 6050686.28 E 6050757.15 E 6050827.46 E 6051225.64 E 6051084.81 E 6050558.84 E 6050569.21 E 6050672.84 E 6050779.67 E 6050844.02 E 6051165.35 E 6051148.19 E 6051179.94 E 6051064.54 E 6050794.15 E 6050646.81 ----- 9.7 X LIMIT OF WORK SPOT ELEVATION EARTHWORK: FILL VOLUME = 10,000 CY (MAXIMUM) 40' o· 40• 80' ------ SCALE: 1''=40' ww "'~ x~L----------------------------------------------------------------------------------------------------------------------------------------~ 1111111111111111111 moffatt & nichol ID CL ..... _ Si.!-. ca 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 MARINE CENTER SAND PLACEMENT PROFILES DR1.05 PACKAGE 2 E C ~ oci 0 N >-0 :,;; "' " .,, ui 0 -"" Cl 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ C "- C C ·c: C :,;; .,., ,-... "- 2u-r~---,----,-----,----,----,--,------,-----,-----,----,----,----,----,------,---------,----,--------,-------,------,---, -1 00 o+oo A DR1.04 PR MENA E EXIS NG IT OF WORK 1+00 2+00 3+00 MARINE CENTER BEACH FILL SECTION SCALE: HORIZ. 1 =40 VERT. 1 "=4' 4+00 2u-r~-----,------,------,----,-----,-----,------,---,-------,----,------,------,----,----,-----,-----,--------,-----,-----,----,----,------,------,--, rrl CD ci r+ -· 0 ::J -1 00 0+00 P OMEN DE 1+00 2+00 3+00 BEA H SAD FILL MATE IAL B MARINE CENTER BEACH FILL SECTION DR1.04 SCALE: HORIZ. 1 "=40' RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date May 2015 VERT. 1 "=4' 4+00 5+00 LEGEND: w/2:J --- BEACH SAND FILL AREA LIMIT OF WORK DATUM NOTES: ELEVATIONS SHOWN ARE BASED ON NAVO 88. ELEVATION 0.38 FEET MLLW = 0.00 FEET NAVO 88. 40' o· 40' 80' ------ HORIZ. SCALE: 1''=40' 4' o· 4' 8' ------ VERT. SCALE: 1 "=4' 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 CHINA COVE BEACH SAND FILL PLAN DR1.06 PACKAGE 2 E 0 .,-, 0 oci 0 N >-0 :,;; "' " .,, <O 0 -"" Cl 0 0 .,-, ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ 0 "- "- ~i 27 26 X NOTES: ' ' ' z _J >-<( 3: ' ',33 7 "" ~-}~, ~~~-<C~7-~~ J' /i' ,, -·2g) ! '\ ._'\ + ' <o ' ·. ,•+, 0 ¼{3' --/~• . . :,:.-. .-i l'~~:/:~: r""':;..~~i "".' -- ,c .,,._~c ·------~:~j :~~~'./ .·' ·-r .• ()~ --'•<_·-_-':,~-~ -___;::::->I I ~-----·;:-__ ,,, / 1. CHINA COVE SHALL RECEIVE APPROXIMATELY 5,000 CY OF CLEAN BEACH COMPATIBLE SANDY MATERIAL TO BE PLACED AT LEAST 15 FEET AWAY FROM EXISTING EELGRASS BEDS. 2. PROTECT EXISTING 12" CMP. PLACE FLEXIBLE RUBBER STAKE IN SAND FASTENED TO PIPE TO MARK OUTLET LOCATION. BENCHMARK: BENCHMARK: TIDAL-2 ELEVATION: 9.970 NAVD 88 ' I A ---=- ' ~~,;;""" '+ "' s' ,, ' • 36 ':l >< . ' ) ,''+ ' ! / ' ' ' ' ' ' v I') N ~ ~ ~ " ,+ 0 / 35 . f 3 ·' '\, -=;:.::;::::::----= '\·+ '\ 2. '\'\, 's 7, / DATUM 4, 3 -i MHHW = +5.0 NAVD88 -+5.4 MLLW TOPOGRAPHY THE TOPOGRAPHY SHOWN HEREON IS BY: ROBERT J. LUNG & ASSOCIATES 2832 WALNUT AVE., SUITE E TUSTIN, CA 92680 PHOTO DATE: 4/04/2013 X ,.,, X _;:::;~~ • \ ~~"C)J:---- $$ -- ~ I~- i 3 WALL " 0 EARTHWORK: BEACH SAND FILL VOLUME = 5,000 CY (MAXIMUM) X covf sr X ·,37 \ / a·+ -------------• ------------. ~. ~ <( LL. <( ' I -,~.LL.I~ I LL. I a ► I I I . I [T\ "\\ X 1.{j ">·+ •• ------..... ?..,, X ---------------- 7 0 X ' I I I I HORIZONTAL CONTROL STATEMENT: EL 9.00 c:, I I I I I I HORIZONTAL CONTROL IS BASED UPON THE CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE VI, 1983 NAD, (1991.35 EPOCH OCS GPS ADJUSTMENT) PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. O.C.S. HORIZONTAL CONTROL STATIONS USED: OCS GPS 6288 N=2171727.231 E=6052182.938 I ..,I I FD PUNCHED 2" BRASS DISK IN CONC., DOWN 1.0' IN WELL MONUMENT, 10.15' SE'LY FROM ANOTHER WELL MONUMENT. STATION IS LOCATED AT CENTERLINE INTER OF VIA ANTIBES (EAST) AND VIA LIDO SOUD. OCS GPS 6293 N=2166917.579 E=6067397.012 FD LEAD AND TACK IN TOP OF W'LY MEDIAN CURB ON PACIFIC COAST HWY. STATION IS LOCATED AT THE APPARENT CENTERLINE INTERSECTION OF PACIFIC COAST HWY. AND DAHLIA AVE. FOUND 3 3/4" BRASS U.S. COAST AND GEODETIC SURVEY DISK STAMPED "No 2 1926" FLUSH IN SANDSTONE ROCK OUTCROPPING. MONUMENT IS LOCATED SOUTHWEST OF THE T-JUNCTION OF OCEAN BOULEVARD AND DAHLIA AVENUE, AT THE NEWPORT BAY ENTRANCE CHANNEL, IN TOP OF A ROCK LEDGE WHICH EXTENDS SOUTH FROM THE WILLIAM 0. KERKORR LABORATORY, 12 METERS (39.4 FT.) SOUTH OF THE SOUTH CORNER OF THE LAB, 8.1 METERS (26.6 FT.) SOUTH END OF TEH ROCK LEDGE, 3.2 METERS (10.5 FT.) SOUTH OF THE SOUTH EDGE OF A STONE AND CEMENT WALL ARONND THE SOUTHWEST END OF THE LAB, THE STATION IS 1.8 METERS BELOW THE HEIGHT OF THE TOP OF THE WALL. 1 CHINA COVE BEACH SAND PLACEMENT PLAN ELEVATIONS SHOWN ARE BASED ON NAVD 88. DRl.06 SCALE: 1 "=20' C I I I 18 19 POINT COORDINATES NO. NORTHING EASTING ' 1 N 2164834.81 E 6065727.28 2 N 2164761.80 E 6065769.18 l/3'• N 2164639.04 E 6065665.38 . ' 4 N 2164552.58 E 6065750.13 ', 5' N 2164555.54 E 6065752.65 /' 6. N 2164545.46 E 6065764.80 7' N 2164544.38 E 6065788.09 ' , 8' N 2164571. 72 E 6065812. 60 /' I 9 / N 2164546.39 E 6065843.21 10 N 2164543.10 E 6065840.37 I 11 N 2164538.61 E 6065845.61 . ',12 N 2164547.17 E 6065853.05 13 N 2164530.92 E 6065872.28 • 14 N 2164528.94 E 6065870.98 /15,' N 2164524.85 E 6065872.42 16 N 2164505.38 E 6065894. 76 •• ,17 N 2164491.58 E 6065882.84 /18' N 2164485.63 E 6065889.60 19 N 2164449.33 E 6065858.55 ST • .20 N 2164396.00 E 6065812. 94 l/21' N 2164405.60 E 6065801.59 22, N 2164401.47 E 6065798.09 .23 N 2164438.45 E 6065710.05 . ' 24' N 2164541.56 E 6065651.57 '25, N 2164676. 71 E 6065424.47 26 N 2164759.84 E 6065416.88 /, .27 N 2164766.65 E 6065434.74 '28,' N 2164795.07 E 6065521. 88 29i N 2164795.16 E 6065551.59 /' ,30, N 2164765.08 E 6065580.50 . • 31, N 2164770.95 E 6065578.96 32 N 2164782.32 E 6065598.67 • '33. N 2164802.90 E 6065616.23 ,34. N 2164748.77 E 6065615.25 . 35 N 2164721.13 E 6065675.60 /36' N 2164800.56 E 6065746.82 37 N 2164557.24 E 6065799.62 RECORD DRAWING This record drawing has been prepared, in part, based upon Information furnished by others. While this Information is believed to be reliable, the Engineer cannot assure ~,:, 0 Its accuracy. and thus ls not responsible for the accuracy <oo<o of this record drawing or for any errors or omissions "' which may have been Incorporated Into It as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt ct: Nichol LEGEND: CATV CB CMP DF EC E RSR E VLT FG FH FL FS LIP sco SDMH SMH TC TG TW VLT WM WV CABLE TV PULL BOX CATCH BASIN CORRUGATED METAL PIPE DRINKING FOUNTAIN EDGE OF CONCRETE ELECTRICAL RISER ELECTRICAL VAULT FINISH GRADE FIRE HYDRANT FLOWLINE FINISH SURFACE LIP OF GUTTER SEWER CLEANOUT STORM DRAIN MANHOLE SEWER MANHOLE TOP OF CURB TOP OF GRATE TOP OF WALL VAULT WATER METER WATER VALVE -----LIMIT OF WORK SPOT ELEVATION 9.7 X Date. ___ M_a~y~2_0_15 __ _ 20· o· 20· 40' ------ SCALE: 1''=20' ww "'~ x~L------------------------------------------------------------------------------------------------------------------------------------------------ 1111111111111111111 moffatt & nichol ID CL ..... _ 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 CHINA COVE SAND PLACEMENT PROFILES DR1.07 PACKAGE 2 E 0 ~ oci 0 N >-0 :,;; "' " .,, ,-..: 0 -"" Cl 0 0 .,., ,-... 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 Cl Cl <t'. 0 0 ::;:;, ~ 0 "- 0 C ·c: 0 :,;; .,., ,-... -/ "- ~ i ww "'~ X iC 20 16 12 8 4 0 -4 16 12 8 4 0 -4 • I( BULKHE -1=-Yl<:TI"" -BEACH SAND D\ I GRADE / FILL MATERIAL \I I / «du m 1/ij~~ 0'@7/4, f>,,. V@, ~ --..:: < vw~ '<,/~ ·«~ '<; 0+00 1+00 2+00 A CHINA COVE BEACH FILL SECTION DRl.06 SCALE: HORIZ. 1 "=40' VERT. 1 "=4' ~ . '- 3+00 8 -~~---~l~I ----~----~~-- ExIsT1NG BULKHEAD EXISTING 0--+--+------+---___:-<..,~--+-------+-+---- " -4--f----f--------+---------+--'~------+---+----- -8--~-~-----~-------~-------~-~---- 0+00 0+00 1+00 2+00 B CHINA COVE BEACH FILL SECTION DR1.06 SCALE: HORIZ. 1 "=40' VERT. 1 "=4' 1+00 BACH SAND Fl L MATERIAL 2+00 C CHINA COVE BEACH FILL SECTION DR1,06 SCALE: HORIZ. 1 "=40' VERT. 1 "=4' 3+00 RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any e"ors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt ct Nichol Date May 2015 LEGEND: W/421 BEACH SAND FILL AREA 40' o· 40' 80' DATUM NOTES: --- ELEVATIONS SHOWN ARE BASED ON NAVD 88. ELEVATION 0.38 FEET MLLW = 0.00 FEET NAVD 88 . --- HORIZ. SCALE: 1''=40' 4' o· 4' 8' ------ VERT. SCALE: 1 "=4' 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 MARINA BASIN EROSION CONTROL PLAN PHASE 2A PACKAGE 2 A A B 3 1 B EC1.01-2A E 0 t--0 <O 0 N >, 0 "' ~ 0 ~ 0 0 .,., t-- 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 0 0 <t'. 0 0 ::;:;, ~ 0 "- "- NEWPORT BAY GROIN WALL --......1m DREDGE AREA 3 --5 I I f P C f :x h ) ' D ---- C T 7 ' NOTES FOR CONSTRUCTION ACTIVITY CONSTRUCTION ACTIVITY SHALL COMPLY WITH BMP'S (EC-1, EC-7, EC-9, SE-1, SE-5, SE-6, SE-7, SE-8, WE-1, TC-1 THROUGH TC-3, WE-1, NS-1, NS-6, NS-7 NS-8, NS-9, NS-10, NS-11, NS-12, NS-13, NS-14, NS-15 AND WM-1 THROUGH WM-10) PUBLISHED IN THE "CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE HANDBOOKS (CONSTRUCTION ACTIVITY) (2009)," (D EROSION CONTROL PLAN -PHASE 2A EC1.01-2A SCALE: 1 "=40' '-._../ STATEMENT: POINT COORDINATES NO. NORTHING EASTING "AS THE ENGINEER OF RECORD, I HAVE SELECTED APPROPRIATE BMP'S TO EFFECTIVELY MINIMIZE THE NEGATIVE IMPACT OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORM WATER QUALITY. THE PROJECT OWNER AND CONTRACTOR ARE AWARE THAT THE SELECTED BMP'S MUST BE INSTALLED, MONITORED AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS. THE BMP'S NOT SELECTED FOR IMPLEMENTATION ARE REDUNDANT OR DEEMED NOT APPLICABLE TO THE PROPOSED CONSTRUCTION ACTIVITIES." /1·' \ I /2' \ • I /.3·" \ 'I /4'' N N N N 2,169,047 E 6,052,205 2,169,067 E 6,052,235 2,169,146 E 6,052,251 2,169,130 E 6,052,340 ROBERT M. SHERWOOD, PE DATE LEGEND: (i) SE-8 SANDBAG BARRIER @ TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT \ ·/ /.5-" \ 'I N 2,169,080 E 6,052,543 /5·' \ , I N 2,169,006 E 6,052,697 RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain Independent verification of Its accuracy before applying it for any purpose. Moffatt &: Nichol Date May 2015 >- ~ 0 <( 0 "' 0 ~ <( a. (') z f-(/) X w 3• MIN. OPENING BETWEEN BAGS TOP ROW 0 SAND BAG DETAILS (SE-6) NOT TO SCALE CORRUGATED STEEL PANELS 24' MIN I 50' MIN STABILIZED CONSTRUCTION ENTRANCE EXIT DETAIL NOT rn SCALE (TC-1) 5 BULKHEAD 1-w I SECTION A-A CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER TH s· ORRUGATED STEEL PANELS 1 \ SECTION B-B FIBER FABRIC - / / l_us PIER HEADLINE X 0 0 16"1,/ 2 f- I ' L I -i_____r-) _J -/ ' - ss -- .L 0 EROSION CONTROL NOTES: 1. DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECllED BY THE CONllRACTOR IN THE EVENT OF A RAINSTORM. A WEATHER-TRIGGERED BMP ACTION PLAN AND 125% OF ALL SUPPLIES NEEDED TO IMPLEMENT THE PLAN SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE INSTALLATION IN 48 HOURS. 2. THE ACTIVE DISTURBED AREA (APPROXIMATELY 2.4 ACRES OF PAVEMENT AND SIDEWALK) SHALL NOT EXCEED 6 ACRES AT ANY GIVEN TIME WITHOUT DEMONSllRATING TO THE CITY OF NEWPORT BEACH REPRESENTATIVE'S SATISFACTION THAT ADEQUATE EROSION AND SEDIMENT CONTROL CAN BE MAINTAINED. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED FOR TEN DAYS MUST BE FULLY PROTECTED FROM EROSION. UNTIL ADEQUATE LONG TERM PROTECTION IS INSTALLED, ALL DISTURBED AREA SHALL BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBED AREA. ALL EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING INACTIVE PERIOD. 3. THE CONTRACTOR IS OBLIGATED TO COMPLY WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMPS THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORMWATER QUALITY. THE MAINllENANCE OF THE BMPS IS THE CONTRACTOR'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMPS MAY RESULT IN ENFORCEMENT ACTION BY THE CITY OF NEWPORT BEACH OR OTHERS. IF INSTALLED BMPS FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS SAFE TO DO SO. 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITAllE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 5. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY OF NEWPORT BEACH. 6. ALL REMOVABLE EROSION PROTECTION DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM SllREETS, CHECK BERMS AND BASINS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 9. THE CONSllRUCTION SITE SEDIMENT AND RECEIVING WATER RISK LEVEL IS 2. 40' o· 40' 80' ------ SCALE: 1''=40' 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET AMENDMENT 1 11-07-2013 TITLE: SHEET: DATE: DRAWN BY: JOB NO.: M&N 2009.14 REVISIONS DATE CITY PROJECT NO.C-3897 1/28/14 Landscape Architecture Master Planning Urban Design 833 Dover Drive Newport Beach, CA 92663 (949) 548-3459 www.rhdo.com 3780 Kilroy Airport Way Suite 600 Long Beach, CA 90806 (562) 426-9551 8/2/12 11/20/12 5/3/13 10/8/13 1/28/14 PACKAGE 2 MARINA BASIN EROSION CONTROL PLAN PHASE 2B EC1.01-2B E 0 ,__ 0 ad .,., 0 N 0 N >, 0 :::e C> ~ .,, a:i N I -0 ~ 0 0 .,., ,__ 5-w "" <t'. ><'. 0 <t'. "-I--' ::::, (0 I VJ 5 0 0 <t'. 0 0 ::;:;, ~ 0 "- 0 C ·c: 0 ::, .,., ,__ -/ "- ~ i ww "'~ X iC I f r 0 11- w w ~ (/) ~ (l) D J BOUNDARY 5 □ J X X D I 1 EQUIPMENT STAGING AREA ' ' ' ' ' ' NEWPORT BAY / ,/ •• ,/ '/,'/ / i/ --,----L / /_L_~ / _;_:-+-l X // .. / .• • .-' /--'--+-/ ____ _[~'" oe c,rno,,o _ ?l / •• .:/,_,-·/:/ :// ./,,,. .// DREDGE AREA • I I I I I I I \ . / / ---· -□ LIMIT OF DREDGING S ~ S 0--S ~--~ W ~ ~lL snr~--~ SD O ~oSD __ --SS_-_-_-S;J -=-=-c.,_SS_SS__~e==:,/,-- r T 7 r 7 r T 7 r T , r T , r T 7 7 r T W, BALBOA BLVD, 7 r , 7 r T 7 r T , r T 7 r T 7 r T 7 I 1-w SD s _L US PIER HEADLINE EXIST RESTROOM X 16"1,/ _ _J [-- 0 0 D ----T -----f- □ □ 0 0 - 0 , X □X cJ 0 ss -- 0 0 0 f- 0 -T--1 LT--0-L----L ...J L _j_ _J L cL :..J L _j_ ...J L ...J.... --J-L--~ J L -J-c::.·: _j_ _J L ..L ...J L ...L--J-L--~--...J L... @) Q...J --T------T-- -_ i_~_ --------+-------,-l-_------+---------+--_ ~ -r---t-L-=-==1==--=--==-=-==--=-'s;===-=-=--=--'s;::::====-=-=--==+=--=-= ,,,======---======================~ ~II ~I r I Tt-c-F~ LEGEND: v7777 V.> ii CD 0 SE-8 SANDBAG BARRIER TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT LIMIT OF DREDGING AREA TO BE DREDGED TO -10 MLLW RECORD DRAWING This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Engineer cannot assure its accuracy, and thus is not responsible for the accuracy of this record drawing or for any errors or omissions which may have been incorporated into it as a result. Those relying on this record drawing are advised to obtain independent verification of its accuracy before applying it for any purpose. Moffatt & Nichol Date May 2015 NOTE: CD EROSION CONTROL PLAN EC1.01-28 SCALE: 1 "=40' -...___,,, 1. DREDGING OCCURS IN PHASE 2B, SEE SHEET DR1 .01 PHASE 2B 40' o· 40' 80' ------ SCALE: 1''=40' 1111111111111111111 moffatt & nichol ID CL 100% DESIGN DEVELOPMENT 60% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS PERMIT SUBMITTAL SET AMENDMENT 1 11-07-2013