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HomeMy WebLinkAboutR_7029_SCITY OF COSTA MESA JOHN WAYNE AIRPOR T .>✓ ~ - "1J /V:>-.-1-~j '-('f#,o uS' ) CITY OF . IRVINE O,;, ,;.."--RECORD DRAWINGS NEWP NIVERSITI BA , ,_ These Record Drawings hove been prepared bosed on Information submitted, In port. by others. Whhe this Information iB belisYed to be reliable, City of Newport Beach is not responslble for Its accurccy, nor for errOl"!I or omissions which may ho\18 been Incorporated Into these plans as a result. PUBLIC WORKS DEPARTMENT ALLEY RECONSTRUCTION P1icrF1c ~PROJECT LOCATIONS VICINITY MAP NOT TO SCALE SYMBOLS & ABBREVIATIONS (AD 111 AREA) CONTRACT NO. 8820-2 PROJECT NO. 23R07 SYMBOLS ABBREVIATIONS -0-POWER POLE (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE MAX MAXIMUM APPROVED: __ ~~()-~~-·~~/} _____________ DA TE: Cf-7-zoz_.3 © SEWER CLEANOUT ARV AIR RELIEF VALVE ® ACP ASBESTOS CEMENT PIPE SEWER MANHOLE AC ASPHALT CONCRETE @ STORM DRAIN MANHOLE BC BEGIN CURVE BCR BEGIN CURVE RETURN 'fl FlRE HYDRANT BVC BEGIN VERTICAL CURVE BLK BLOCK 00 WATER METER CATV CABLE TV Cl CAST IRON [;iJ STREET LIGHT PULL BOX Ii. CENTERLINE ml TRAFFIC SIGNAL PU LL BOX CNB CITY OF NEWPORT BEACH CL CLASS ;¢E-<, STREET LIGHT CLR CLEAR 'IN C&G CURB AND GUTTER , WATER VALVE E EAST /ELECTRIC ~ EC END CURVE GUY WIRE ECR END CURVE RETURN /1 SURVEY MONUMENT EVC END VERTICAL CURVE EXIST EXISTING ~ SIGN FLG FLANGE FE FLANGED END @ VAULT VENT FL FLOW LINE 0 FM FORCE MAIN TREE G GAS IRRIGATION CONTROL VALVE GV GATE VALVE om, GB GRADE BREAK [11:J CABLE TV PULL BOX GE GROOVED END IP&T IRON PIPE AND TAG ~ CORING LOCATION LT LEFT EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPAN Y SOUTHERN CALIFORNIA EDISON COMPAN Y AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE DAY NIGHT (800) 427-2200 (800) 611-1911 (8DO) 332-1321 (949) 644-3011 (949) 644-3717 (714) 962-2411 (714) 542-6222 MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGIN AL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINF. CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEWER sea SEWER CLEANOUT SMH SEWER MANHOLE SHT SHEET SW SIDEWALK s SOUTH SCE SO. CALIFORNIA EDISON SQ SQ UARE STL STEEL T TELEPH ONE w WEST/WATER w/ WITH DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR I --...-----....._ --..... --..... i:"jfA -........ ~~ 0-1,,. , 'R, Eiou '-Q'ou, -~~-~/ zf"'v. -,:L ~ :1-10 -,: ti <{ ----...._, -' :::-------,_::: ,. w ~ a, I I // °" -, t" , ~ I >- ~ i ~ Ii' .. PARKING LOT l i _J _J ~ -,: BALBOA BOULEVARD ---- 7 ~ I -/ --' ~ .:-0 ,..._ --~ "" = () ;, C'") "' ,,__ w I : -: -~ ; ; _J _J w <( <( 1 -_J <( ' _J 0)· E o~ I I 111 11fft1111 ~I 0 G )I OH l( Ori ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTA INED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR AN Y DAMAGE TO ANY PUBLIC OR PRIVATE UTILI TIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS W\HICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. UNAUTHORIZED CHANGES & USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONllNUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC TION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BASIS OF BEARINGS: f-w w g: (/] >-w _J _J <( :r: u f-w w g: u, f-(.) w °" o_ CL <( u, 0 0 w °" 0 HIGHWAY o.. ~ LOCATION MAP\ NOT TO SCALE \. PACIFIC COAST CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG THE BASIS OF BEARINGS FOR THIS PROJECT IS BASED ON THE CALIFORNIA COORDINATE SYSTEM OF BASIS OF BEARINGS. COORDINATES SHOW I ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD (1991.35 EPOCH). BEARINGS ARE BASED ON THE BEARING j BETWE N ORANGE COUNTY HORIZONTAL C N ROL POINTS "6 88" TO "6287 3" BEING N76d34'0"W • BENCHMARK: ELEVATIONS ARE BASED ON THE COUNTY OF ORANGE BENCHMARK "NB2-7-77"', DESCRIBED AS "FOUND 3 ¾ OCS ALUMINUM BENCHMARK DISK STAMPED NB2-7-77 SET IN THE SOUTHWEST CORNER OF A 7FT. BY 4.5FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF SUPERIOR AVENUE AND PACIFIC CO.~ST HIGHWAY, 400 FT. EASTERLY OF THE CENTERLINE OF SUPERIOR AVENUE AND 48 FT. SOUTHERLY OF THE CENTER MEDl.~N ALONG PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK" TAIT i:. ASSOCIA!l:S WEST OCEAN FRONT LOCATION MAP NOT TO SCALE 701 North Parkcenler Drive Santo Ano, CA 927D5 p; 714,560.8200 www.tait.com CNGINl:cR NG ENVl~Ot>-'M:Nf/lJ. BUILDING L.ANLJ Orcnoe Counly Son Lui~ Ob15pO Sacramento Riverside Danver Bo:se Dollm Atianla jJ~/~- ELEV. ~ 8.565 FEET (NGVD29, YEAR OF ADJUSTMENT, 2015) DAVID W. SLOAN, RCE 82595 8/29/23 DATE I -~ - r--------..... ~~ ----.::::: ~ ..,. 0 n "" . p >->-->-w _J _J ' I _J _J ;:;!_ ; I )I Q-)I 0 K LEGEND REVIEWED: DENNIS POSTLER, RCE 46106 QA/QC MANAGER DESIGNED: MA DRAWN: MA CHECKED: DWS DA TE: 7 /12/23 <( ll Q f- ALLEY IMPROVEMENTS APPROVAL RECOMMENDED: DA TE __ 8,,,/=2"'-9 /~2=3 __ APPROVAL RECOMMENDED: ¼-.·,-??== • ~ M{AH MARllN DEPUTY PW DIRECTOR, MUNICIPAL OPERATIONS DATE,_.,_ 2 ~ CD (I) G) © ® ® (j) ® ® @) ® @ @ @ @) @ @ @) ® @ @ @ ~ @ @ @ @ @.) ® ® CONSTRUCTION NOTES PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMEN T AND CONSTRUCT 6-INCH THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AN D TYPICAL SECTION ON SHEET 3 TEMPORARILY REMOVE, STORE, AND RE INSTALL EXISTING PLASTIC SPEED BUMP ON NEW GRADE. REMOVE AND INSTALL NEW SEWER CLEANOUT PER CNS STD-406 ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EX ISTING AND CONSTRUCT ALLEY APPROAC H PER APP LI CABLE PORTIONS OF CNB STD -142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTIN G IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN TH ICKNESS) PER CNS STD-I 80. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STD -502 (1") OR 503 (2"). ADJUST SEWER OR STORM DRAIN MANHOLE TO NEW GRADE PER CNB STD-321 . REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1'') OR 503 (2'') ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 REMOVE EXISTING AND CONSTRUCT AC PATCH BACK PER CNB STD-140 REMOVE EXISTING AND RECONSTRUCT EXISTING DECORATIVE PAVEMENT, IN KIND. ADJUST SPECTRUM TELECOM MANHOLE TO GRADE (BY ASPLUNDH) REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD . 513. SAWCUT AND REMOVE EXISTING PCC PAVEMENT AND CONSTRUCT 8-INCH THICK FIBER REINFORCED TYPE Ill PCC PAVEMENT OVER COMPACTED NATIVE PER CNB STD-108. INTERCEPT AND RE-ROUTE CURB DRAIN TO PROPOSED CUR B FACE PER CNB STD. 184 ADJUST TRAFFIC SIGNAL PU LL BOX TO GRADE PER CN B STD-204. REMOVE & REPLACE EXISTING CURB & GUTTER PER CNB STD-182. ADJUST STREET LIGHT PULL BOX TO GRADE PER CNB STD-204. EX ISTING BUILDING/SU RFACE MOUNTED ON GUARD RA IL TO BE PROTECTED Al~D RE-MOUNTED TO Fl fJAL ALLEY SURFACE. WARP FLOW LINE AROUND SEWER MANHOLE PER DETA IL 26 ON SHEET 3 REMOVE AND REPLACE APPLICABLE PORTION OF DRIVEWA Y PER CNB STD-162 REMOVE AND REPLACE DECORATIVE SIDEWALK AND BRICK BANDING, IN KIND. CON TRACTOR TO COORDINA TE WITH PROP ERTY OWNER TO REPLACE EXIS TI NG AC EQUIPMENT LOADING BERMS LOCATED AT EXISTING DOORS WITH NEW PCC LOADING BERMS. GEOMETRY TO MATCH EXISTING. REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK ON PRIVATE PROPERTY PER CNB STD-140 REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142-L, DETAIL ON SHEET 3, ,6,ND PLAN MODIFICATIONS, @ PAINT 4" SOLID YELLOW LINE AT EDGE OF ALLEY @ ADJUST GAS METER BOX TO GRADE (BY SCG). @ REMOVE EX ISTIN G DOMES. GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PU BLIC WORKS CONSTRUCTION" ANO SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. NON-DESIGNATED P.C.C. SHALL BE CLASS 560-C-3250. ALLEY P.C.C. SHALL BE FIBER REINFORCED, TYPE Ill, CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES ( e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PA VE MENT AND CURB AND GUTTER SHALL JOIN ANO MATCH LINE ANO GRADE OF EXISTIN G IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRAWINGS TO REFLECT AS CONSTRUCTED CONDITION. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION AND LIABI LITY ON ENGINEER OF RECORD. 8 . ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, AND ANY WORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURN ISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH . ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REP LACED AT CONTRACTOR'S EXPENSE. SHEET INDEX OJ TITLE SHEET [TI INDEX SHEET 12] TYPICAL SECTIONS & DETAILS [TI ALLEY 304-STA. 10+00 TO STA. 12+93 [I) ALLEY 305-STA. 10+00 TO STA. 13+09 I]] ALLEY 306-STA. 10+00 TO STA. 13+10 [TI ALLEY 307 -STA. 10+00 TO STA. 13+11 [!) ALLEY 308 -ST A. 10+00 TO ST A. 13+07 [II ALLEY 309-B -STA. 10+00 TO ST A. 12+86 (!Q] ALLEY 309-A -STA. 10+35 TO STA. 13+24 [ill ALLEY 310-B -STA. 10+00 TO STA. 12+86 @] ALLEY 310-A -STA. 10+35 TO STA. 13+50 @] ALLEY311-B-STA.10+00TOSTA.12+86 APPROVAL RECOMMENDED: fill ALLEY 311-A -STA. 10+35 TO STA. 12+00 @] ALLEY 300-E & ALLEY F -ST A. 11 + 25 TO STA. 12+37 fill ALLEY 300-G & 300-H -STA. 10+17 TO STA. 11+69 [ill ALLEY 300-1 & 300-J -STA. 10+10 TO STA. 11+67 [ill ALLEY 300-K & PCH ALLEY APPROACH - STA. 10+00 TO STA. 11+24 @] ALLEY 303 -ST A. 10+00 TO ST A. 11 +81 ~ ALLEY 300-L-STA. 10+16 + 12+33 [ill ALLEY 300-K PHASE 3 -ST A. 11 +20 TO STA.12+37 ~ ALLEY 300-E PHASE 3 -STA. 10+16 TO STA 11+00 C-8820-2 TITLE SHEET ORI, P.E. AD-111 ALLEY AREA RECONSTRUCTION CITY ENGINEER DATE C\ • '2-'2:, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7029-S SHEET 1 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 SHEET INDEX MAP 8/29/23 _J t=='- -r, ____________ I r---_J..--_ --I co -----I ~ >-------< U) e--------------~ ...-@]1 M t---I ~~ _J_!-- -----1 ---- 0 -----1 ry I 0 ...-~ 1 M @I >- <-----~ '1_.J ---I '<( ___,L_ r- --------< I ~ t--- ------II b- l [ill I -----1 ~ ---I N -----1 U) ---------, :it: ---I I- ----------------~ 11N£vvp0~ I '8Lllin l -------,_ I ...__...__...__ -----j I ...__...__...__ <( O') I I <( I I I I W BALBOA BLVD ------II I 10? ----O') 0 ~ t---------II ' ~ --------,, J3__ ------II I <C [ill 701 North Parkcenler Drive Santa Ana, CA 92705 1 0 ~ I T "'I y p: 714.560.8200 A www.tait.com ·,,:cscso'c',A''TES ENGINEERING ENVIRONMENTAL BUILDING LAND , , Oronge County Socromento Denver Dollos San Luis Obispo Riverside Boise Atlanta {IN FEET) » ~-- 1 INCH -80 FEET DAVID W. SLOAN, RCE 82595 DA TE r-----------------, RECORD DRAWINGS These Record Drawings have been prepared based on information -submitted, rn part. by otherB. Whle this information ie believed to be reliable, City of Newport Beacti is not responelble for its accuracy, nor for errors or omissions which may have been incorporat ed Into theue plan:i os a result. I I I I I I I I I I I I 1-w w 0:::: 1-U) 0:::: <( Cl w u I I -~ PACIFIC COAST HIGHWAY I 1-w w 0:::: 1-U) l-o w 0.... U) 0 0:::: 0.... PCH ALLEY APPROACH REPLACEMENT I I I I I I I I I I I I L-----------------~ ----- ----- ----- w ----, ~ Lill LEGEND [ill >-w _J _, <( o _tfn I I I ~I I I [Kl SHEET NUMBER OF ASSOCIATED ALLEY PLAN REVIEWED: DENNIS POSTLER, RCE46106 QA/QC MANAGER DESIGNED: MA DRAl'IN: MA REVIEWED: PATRICK ARCINIEGA, RCE 70740 l---+----+-------------t--------1 SENIOR CIVIL ENGINEER 1----------+-::-,-=-::--:,-:--:-:-::-l------l-----+-------------+------t DATE _~8/=29~/2~3 __ CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED I SHEET 2 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 9' & 10' ALLEY TYPICAL SECTION NTS EXISTING ALLEY IS TYPICALLY 4" AC OVER ±/4" AB WITH 4-FT WIDE CONCRETE RIBBON GUTTER UTILITY STRUCTURE ADJUSTMENTS DETAIL DETAILS & SECTIONS WARP FLOW LINE AROUND SEWER MANHOLE NTS PLAN VIEW SECTION A-A A A ALTERNATE ALLEY APPROACH DETAIL NTS 8/29/23 P/L P/L e--------------7.5' OR 10' ---------+---------7.5' OR 10'------------, % 1' MI NIM UM _______.... 3/4" CRUSHED ROCK AT&T /OR CA TV @ EXISTING POWER, CABLE 000000 AND PHONE SYSTEM D/2 D CD TYPICAL ALLEY SECTION NTS NOTES CD THE ALLEY CENTER GUTTER V.,DTH (D) VARIES DEPENDING ON THE LOCATION OF THE CABLE TELEVISION AND PHONE HAND HOLE HORIZONTAL LOCATION AND SHALL BE A MINIMUM OF 48-INCHES. @ PHONE AND CABLE TELEVISION HAND HOLES SHALL BE ADJUSTED HORIZONTALLY BY THE CONTRACTOR SUCH THAT THE LONGITUDINAL SAWCUT D 2 UNE IS IMMEDIATELY ADJACENT TO THESE HAND HOLES AT A CONSTANT DIMENSION FROM CENTERLINE (18-INCHES MINIMUM TO 24-INCHES MAXIMUM.) THE EXACT DIMENSION SHALL BE DETERMINED BY THE ENGINEER AND 1'11LL BE SELECTED SUCH THAT THE HORIZONTAL ADJUSTIMENT OF THESE HAND HOLES IS MINIMIZED IN ANY DNE ALLEY. @ SAWCUT LINES AROUND UTILITY HAND HOLES (POWER-EDISON, PHONE-AT&T AND CABLE TELEVISION -TIME WARNER) SHALL FOLLOW THE TYPICAL SCORING DETAIL SHOWN HEREON. G) SEE CNB SID-141 FOR WEAKENED PLANE JOINT SPACING. LEGEND --CENTERLINE JOIN JOIN AGE SAWCUT LINES AT UTILITY HAND HOLES --- ---SAWCUT TYPICAL SCORING AT UTILITY PULL BOX AREA NTS PROTECT ADJACENT \ PCC SURFACE UNLESS NOTED OTHERWISE (TYP.,BOTH SIDES) ----- NOTES TO CONTRACTOR 1. CONTRACTOR TO COORDINATE WITH CATV, AT&T, AND SCE REPRESENTATIVES FOR SCHEDULING CATV, AT&T AND SCE WORK CREWS TO ADJUST PULL BOX AND HANDHOLES TO GRADE. 2. ALL UNIDENTIFIED VAULT COVERS, PULLIBOXES, AND HANDHOLE SHALL BE ADJUSTED TO GRADE BY THE CONTIRACTOR PER THIS DETAIL UNLESS OTHERWISE AGREED BY OTHERS. -- N.T.S. p L p L >-----------------9'or 10'----------------< GRADE & COMPACT EX. NATIVE GROUND SAWCUT JOIN/SAWCUT 2 - 1' MIN. SLOT PAVE AC JOINS (TYP.,BOTH SIDES) -- ; • • • • • • , -y1l!f:fj'-'f/'j1Y;£'(.[;•s-t\c'}f5:j<; / ' cc?? -~ • • ~ AS NEEDED: INSTALL AND COMPACT CMB PER CITY FIELD DIRECTION IN AREAS REQUIRING ADDITIONAL BACKFILL OR EXHIBITING POOR SUBGRADE SOIL CHARACTERISTICS TAIT 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND Since 1964 Oronge County Socromento Denver San Luis Obispo Riverside Boise »~-- DAVID W. SLOAN, RCE 82595 DATE DOIIOS Atlanta --- -'11 >-' u, >---x ::, w u 3: z <( i5 <fl --, z <( __J Q_ a:: w Q_ t -- FULL HEIGHT CURB FACE SAWCUT LINE RECORD DRAWINGS These Record Drawings hove been prepored based on Information submitted, In port. by others. WhHe this Information ls belleved to be reliable, City of Newport Beach rs not responslble for Its accuracy, nor for errors or omissions which may hove be11m incorporated Into these plans CIS a result. @ SSMH/CO SHALL BE ADJUSTED TO 2 HIGHER THAN ADJACENT FLOW JcLl!!_IN~E ===:::::::,,<,,_ r ~~ <t ALLEY FL} _/ ~------~--.--~ FLOW LINE -· -G, >---°N 7 ,... "' °N SIDE CLEARANCE \____ J I TYPICAL j N.T.S. ll ll e---------15'-20' --------, ALLEY FLOW LINE AROUND JOIN JOIN SSMH/CO \ TYP 1' 1' .J... •• _2~ M t7\:;;/_ @ssMH COVER --------- VAR. CURB FACE O" CF 7.5% MAX ~ TYP. CURB AC SLOT PAVE (AS APPLIES) PER PLAN REVIEWIED: N.T.S. O" CF R/W 6" CF ELEV PER, PLA~ (BEG. 1" LIP) 4' TYP. w PER PLAN I ~CONCR[TE ALL£Y----...____ I PAV£MENT "'-I _GRADE BREAK _ 1 __ _ I X BLEND GRADES <(I "'-~ SCORE/SAWCUT LINE (TYP) 1" LIP --------EXIST. ROADWAY PAVEMENT CONSTRUCTION NOTES (I) SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 @ ADJUST SEWER OR STORM DRAIN MANHOLE TO NEW GRADE PER CNB STD-321. @ REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE @ WARP FLOW LINE AROUND SEWER MANHOLE PER DETAIL 26 ON SHEET 3 @) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142-L, DETAIL ON SHEET 3, AND PLAN MODIFICATIONS. REVIEWIED: DENNIS POSTILER, RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 t---+-------11---------------------+-----1 SENIOR CIVIL ENGINEER DESIGNED: MA DRAWN: MA l-:-=-::::--:-c,:-f-::-'.".=-::-::-:-::-'.:"'i-----l----+-------------------1-----1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TIE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 3 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 304 FROM STA. 10+00.00 TO STA. 13+08.65 (SEE SHEET 21) (SEE SHEET 18) 8/29/23 1' X 55' >-' z _J c_i ,v n 0 ,-... " 00 +"' oO u... z PVI S A: 10, 15.00 -- +"'! 00 •• ' ' n V '' - ,v n V r VI :.Lt.V: J./U 1,..... ~ ,:;_ f UC m c· - ,:t~ 0.33% .I-' 00 + U) oo 10+00 ALLEY300-K ffi ~ 00 .-.- ALLEY300-K 00 0 .- +"' 0"' - 00 0 ..- u - 0 ..-..- -O 00 -r--_ or---+"' ... --' . ... , I , , __ ,;I" l L.. I , "/ ,. "" + . NCO -----------------~ -',. --~ --'---------'-1-- P I STA: 10+80. 0 JVI EL, : 8.2' I \Ir., "' <Xi 0 00 -- r-.. ·-- u ,-...E 1ST. F' @ CL PROFIL , 0 oa:u • 0 00 U1N +<Xi 0 = -00 - ....:-ca --r---------- 11 +00 \ O<D -00 . U) "' r---m + ,-... (24TH STREET) ~ ...... 0 ...... .- N ...... ...... 'SI" .-..-v ..-.- (0 ..-..-(0 .-.- ALLEY 304 CL LINE DATA -N56'15'1B"E, L= 308.65' 00 ..-.- (IN FEET} 00 ...... ..- 0 N ..- 12 1 INCH = 20 FEET 0 N 00 -- -- 00 a, 00 "100 N ~ (X) 00 :.-o No:, ---'---- 12+00 ~ .- 0 N ..- 12 ~ N .- TAIT & ASSOCIATES Since 1964 al N N ..- 9 ~ N .- 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com al ~ ..- ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise 9 »~-- DAVID W. SLOAN, RCE 82595 DATE (0 N ..- DOIIOS Atlanta +~ N 00 +~ N 00 "' ~ 0 C i:.2 0) C.O ..-r--:.,... r--'.~r-,: ~-1.8 % ' ' ,v n • • ' ' n V ' ' ,v 0 ......... ""'":: :::i ..., 0 V CO i.-: (0 N .- • --( 13+00 I I _ _J ' RECORD DRAWINGS These Record Drawings hov-e been prepared based on lnformotfon aubmltted, In port, by othere. WhHe this information is believed to be reliable, City of Newport Beoeh is not responsible for its occurCJcy, nor for errors or omissions which may haw been in corporated Into these plans os a result. I ~ I tD fJ I -~ I I WEST BALBOA BL VD REVIEWED: I I I <1 / 11.12FS) v( lo I @ill-o 11--~ E LT' lJI RD SCALE: HORIZ: 1 "=20' VERT: 1''=2' 0 · OL EVLT '~/ 10.81FL <I CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH Cl) THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) (j) ® REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS ® REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STD-502 (1 ") OR 503 (2"). @1 REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB @ STD-502 (1 ") OR 503 (2") @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 @) REMOVE EXISTING AND CONSTRUCT AC PATCH BACK PER CNB STD-140 @) REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. @ ADJUST GAS METER BOX TO GRADE (BY SCG). HATCHING LEGEND: FULL DEPTH AC SLOT PAVE 1. -. \ . • 1 FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK I> >>s>:v~j PRIVATE PROPERTY AC PATCH BACK 1/; ' -v <l., ''111.05FS) (B.15TC) / (7.42FL) r U) ---------- _.,w :....:· ===--_:__:_-== ' (j) ~ ....__ 1---1+-f+---'-;,'1. 5"G -----~"'~-1. 5"G --,,.,--- • ;I! 'ftii'sFS 10.87FL \)';_\11 c:i <I I /8.03FS) ~ G ---..J. BOFS : T S:; O"CF -<ci <J I FLOW LINE DETAIL (304/300-K) SCALE: 1 "=5' REVIEWED: /8.18FS) / /B.29FS\ /. :::C (B.21TC) "' _[1).BOLLARDS I, 72· (7.5/FL) _! ALLEY APPROACH DETAIL (304/WEST BALBOA BLVD.) SCALE: 1"=10' I DENNIS POSTLER, RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 t---+-------11---------------------+----1 SENIOR CIVIL ENGINEER DESIGNED: MA DRAl'IN: MA t--:-=-::::---:-c,-:-f-::-,-,=-::-::--:-:-:-'.:""i------l----+-------------------1------1 DATE --~B~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 4 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 305 FROM STA. 10+00.00 TO STA. 13+49.45 (SEE SHEET 17) (SEE SHEET 17) 8/29/23 2' X 11'1' X 12' ' ' n V o~ 0 a, 0 0 --+--: 00 . \ LL I l'I 1n. 1 ... iv ........ Z PIii 'I Cl/• 0 ' ' n V ' ' n u 10+00 ALLEY300-J - - WM D ALLEY300-J r--1.667a (0 co 0 ...... a, 1 9 14 r-- 0 ...... ' ----- CX) 0 ...... + "' 0 ex:, ------ '"'' ,..,. ..... 1" ,...,... "' PVI ELI V: 7. 91 LVC: 0.00 o:i - [l1 ... + .a + ~ 0 ex:, 0 0 ;:.: ' 0 ~ co ex:, r--- - 0 o:i ------_1--1- 9 CX) 0 ...... 0) 0 ...... 0 ...... ...... 0 ...... ...... ...... ...... ...... C') ...... ...... N ...... ...... -o + o:i ON S' 00 c5 "' + 00 -- 11+00 ~ ...... C') ...... ...... 12 LO ...... ...... N a, + ex:, co ex:, N ,-.. E 1ST. P OFILE N'LY /'II--" ' I I _,.,_,I, I I co "' r---"' I ' ,-._ - ~ ex:, I~ r--- ~u.18% 88 00 N ,-.. --N ,-.. --N ,-.. -- - - - -1-1-- --f-- co ,-.. coo "' ,-.: O<C> co ,-.. co~ ,-.. 0 ex:, N r--------- co r--- 0 0 n ,-.. -- I \ 1 ...... --- L -7.88: +"' n ,-.. L..- ' ' ,v " V ' ' ,v " V CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH Cl) THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) (j) ® REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS @l REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE @2 ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1'') OR 503 (2") @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 @) REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513, I ..._,,. --I.OU7o PROP. -L PRO lL~ N a, + 00 ---- "' 0 + o:i EXIST. PROFll E @ S'I Y R/W-V '<t ...... ...... 13 12 co ...... ...... (25TH STREET) ~ ...... ...... 5 12 Ill CX) ...... ...... <( 0 N ...... ........... ;.._ ..._,,. 12+00 Ill 0 N ...... N N ...... 5 6 12 N ,-.: ------- ~ ...... N N ...... ------- '<t N ...... co N ...... ----_r....., CX) N ...... 13+00 ([ (6) (j3) (fz) 1//1;~ ~ ...... LO ...... ...... 9 r--...... ...... ® ::J ~ ~ '-" 1 CI 0) .... ...... 9 (24TH STREET) (IN FEET} 1 INCH = 20 FEET ...... N ...... ::J ~ 1 TAIT & ASSOCIATES Since 1964 9 C') N ...... WMW,: 9 LO N .... 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise »~-- DAVID W. SLOAN, RCE 82595 DATE 9 r--N ...... DOIIOS Atlanta @ REMOVE & REPLACE EXISTING CURB & GUTTER PER CNB STD-182. ' ' HATCHING LEGEND: ,v " u SCALE: t>~<> ,>>~ 1. .. , • I \ --- 14+00 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In port, by othere, WhQe this information is believed to be reliable, City of Newport Beoch is not responelble for its occurocy, nor for errors or omiBBions which may have been in corporated Into these plans as a result. ~ D vii WM \ CD <( 0 CD _, <( CD "' f-... U1 "'w ... ;;: .j; i----= -z it, G) ". 'v 10.71FL ~ \ EVI_T HORIZ: 1 "=20' VERT: 1''=2' • /10.84FS1 I 'v □wll.c::J_ '"· :,: 'v EVLT 10.42FL I /10.64FS1 I I ~6"W+----++---~-(!,, ~'IJ---l,l .__---c:=::::/=::._;_._·.~<J'-1.,--~~~'---"== 01 (10.06FS1 / • I I': 0 G)J ~ (1Q.95FS 1 10.6= • l ;, f-\-1___ . 'v V m3 . :"w---G_R_A TE_--,,.,11..cl ."'0-\:,1 F.,,_Sfl\. -='v=w_M_· ----;/ 0 " 17 <I __ J ~~ ' \ EVLT "::l<J 0 WEST BALBOA BL VD. REVIEWED: DENNIS POSTLER, RCE46106 QA/QC MANAGER DESIGNED: MA DRAl'IN: MA FLOW LINE DETAIL (305/300-J) SCALE: 1"=5' REVIEWED: PATRICK ARCINIEGA, RCE 70740 t---+------11---------------------+----1 SENIOR CIVIL ENGINEER l-::-=-::::--::-c,-::-f"::"".".=-:::-::-:--:-::-'.:"i----l----+-------------------1-----1 DATE __ ~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED 1/; FULL DEPTH AC SLOT PAVE FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK (7.87TC) (7.85FS) ~ (6.97FL) 23 PLANTER - fi'I ISLAND ;:: 7 ~/II (7.01 FL) • 7 77FSI ,.,. c<>'.1" l:l // 7.41TC O"CF , .1·7 8"s'F's:) / D7.38FSfr" ."' • O"CF __J r---7.28FL 7.01 FL "L 13t□□~ -'~~-r1 .1-7.&6n7F:_;,S~\5•7.42FS • I '-• O"CF " ,_,. O BOL ~-!! "·1 '~ -(j) -~"---@ 7.48TC ~Id~ 6' O"CF I ~TYP) '-" / (7.86FS r 1 /7.83FS 1,.., /; 7 I Ii p,'/ I (7.81TC) (7.02FL) 11 00.§ofs~I 6' ,0 LANTER \.V ISLAND jl-'J-__ (7.84 TC) (7.04FL) ALLEY APPROACH DETAIL (305/WEST BALBOA BLVD.) SCALE: 1"=10' "' SHEET 5 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 306 FROM STA. 13+00.00 TO STA. 13+49.48 (SEE SHEET 17) (SEE SHEET 17) 8/29/23 2.5' X 6' 6' X 20' 22' X 4' ' ' (} • • ' ' . ,.. " u ' ' " +-00 '--' "' N 0 -~ 10+00 ALLEY300-I ----I "' 4 ALLEY300-I (!) 0 .,.. °" "' + a:, +c,, 0 <D "' NO +"' co 0 .,.. CJ) 0 .,.. .,.. co 0 .,.. .,.. CJ) 0 .,.. -"' .,.. .,.. .,.. 0 .,.. .,.. 9 r--- oci ~ r---v + ,·-· .,.. .,.. .,.. .,.. +0 -a:, --+ "' N r---+"' N r--- + U") N r---+"' N r--- 0 r---+"' "' <D +"' ' ' " CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 -------I--1--------,..._ D C::TA• ~~ l"\l"I. ,n ,VI ELEV: 7.8( LVL: :-iu.uu ---- N .,.. .,.. 9 11+00 "<I' .,.. .,.. > r--- u.J r--: 0 0 N + -- I \ \ I ' -----+_ __, 1-W ,,w;,~ I I®@ C") .,.. .,.. -X in N 14 12 LO .,.. .,.. £::! .,.. LO .... .... 6 U") v ----- (!) .,.. .... 2 CE n •.. V - • -"I .. <D v I I r-----'--- LA.., V □ /,, / --, (26TH STREET) co .... .... 9 0 N .... ® 14 9 1 _XIST. S @ C PROFI E La "' v + ,n N r--- 12+00 0 N .,.. .30% N N .... 9 Nv + r--- 0 ... +"' " r--- 11/MW/4 0 Ct'. "'i _J 0 "<I' N .,.. N 9 LI") a:, r---N N u-,-;:--- + LI") N r--- [Il c., -r--.-r--.-- 13+00 N a:, +"' v--- RECORD DRAWI NGS • • ' ' ,v " u ' ' " These Record Orawlngs hove been prepared based on Information submitted, In part, by others. 'Miile this infDl'"motion iii believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which mcy how been incorporated into these plons os o re$Ult. (!) N .... 9 co N .... 5:i •• 0 J> CD ~ ~ % ; I ,o ~• ~ -lllil :: ~ BOL • .... ( (_of-/ WI////J,_L.LL.LJ~tf.L 1,1/J;;lj/;, l. :r::a· w u. v 3: . s·· .. ·, 5••c0._'LL.."fLL;1:;,r=i=· .. = .. 6"~r~:::~k.\4ffii~:~i~{.l.~'f-~:i.M-~1t i .Jw--f,---1i ~ • ~ .. ,yu?; w!S .--~·-,;,·wit .· ~-." -"-, ~-• 1·< -I ~W#m!t 'l;,1///////1; 0 ~~ y l/1/.1/'/////;, ~ _J ® ?'3 1 £::! 6ALLE~ 306 ~@ ~ 12 r--.,.. .,.. .... .,.. r--.... .... CJ) .... .... .... N .... I (25TH STREET) .... N .... C") N .,.. TAIT £::! .,.. C") N .... co LO N .,.. 13 12@ ~ N .,.. 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com 111.§_) Q) I r--N .... o <Cw I 6 1 12r1x13J ~~ 1 0 1 CJ) N .... ~~ u.J >-u.J u.J U10 7 +- WEST BALBOA BLVD. REVIEWED: I I I I I / 10.60FS1 I I I I- I I I I I GRATE '"" EVI. T . EVI.T SCALE: V (10.40FSY I I ~ ~1 II \ A BOL I -fl728FL <l 1 J.27FL 1',,o, 0 (10.60FS) ) m :::;: ,-,I I/ . FLOW LINE DETAIL (306/300-1) SCALE: 1 "=5' 0 v- BOL I OL BO HORIZ: 1 "=20' VERT: 1''=2' n GRATE (10.06FS) / <7 . (10.14FS) /,..,. REVIEWED: REMOVE AND INSTALL NEW SEWER CLEANOUT PER CNB STD-406 @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE (j) PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH . ® REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STD-502 (1 ") OR 503 (2"). @ REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. @ ADJUST STREET LIGHT PULL BOX TO GRADE PER CNB STD-204. HATCHING LEGEND: I :~<~"(\J FULL DEPTH AC SLOT PAVE 1 . ., .-1 FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK ~ (7. 73FS) I/ 1t,4~s·14 ·; II " , , , , 7.66FS __ c~/ ;(7.45FS) 1 1 'I\-. .. ~ ~ , I\ /,II I 7.19FS I I I , .O"CF • 6' " r \ J IIM " -6"w . 7.11FL., ,-: • ~" 13+00~ -4• 2' 1-:ei 12 .. :n: . -•~ / EVLT7.19FS. .4=::::U:=lll0:f',,7 I 1 PLANTER ISL ND (7.60TC) (6.85FL) (7.60TC) -:.,. (6.87FL) 7.23TC O"CF w 17\WV 6"W-,+--- 6.84FL n (7.28FS) "' 0"CF'-~,., ~ 11 LT" BOL • • ------"-,.-.., ct-"==.J.''ll--N-11--"='-----~ l"' 7.23TC ""' 1 SL <D (7.62TCJ -:.,. (6.82FL) (7.62TC) l (6.81FL) 1 PLANTER IS ND 11 ALLEY APPROACH DETAIL (306/WEST BALBOA BLVD.) SCALE: 1"=10' & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND Since 1964 Oronge County Socromento Denver DOIIOS Atlanta DENNIS POSTLER, RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 t---+------11---------------------+----1 SENIOR CIVIL ENGINEER San Luis Obispo Riverside Boise (IN FEET) 1 INCH = 20 FEET » ~-- DAVID W. SLOAN, RCE 82595 DATE DESIGNED: MA DRAl'IN: MA l-::-=-:::::--::-::,:-f-::-,,=-:::-::-:-::-'.:"i---l----+-------------------1----1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 6 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 307 FROM STA. 10+00.00 TO STA. 13+49.50 (SEE SHEET 16) (SEE SHEET 16) 8/29/23 7.5' X 5' ' ' n ' ' n V ' ' 1----1•,.. ·- n 0 ci ---f----+"' oo "-zPVI S A: 10° 15.00 -+ r-. ,.-,., 1_. o Fl CD cl:> ~ •0.35% 0 <O ~(X) 10+00 ALLEY300-H ALLEY300-H . co 0 ..... ..,_ ,..., + . oo c--- --17 (9)(1 ~ ::::, "" 13 12 5 r,.... 0 ..... - 0) 0 ..... "' -, + "' or-. en r-. 0 "' - "' "' + - co 0 ..... 0) 0 ..... 12 0 ..... ..... ..... ..... ..... 0 "' --- en..,_ -+oi 0 -"' ..,_ r-. .,., 0 "' -- 5 )(12) -- 1 - CD <..'.) 0 0 ----. .----oo m . r--.._ -;J A-(X) -r a:i --- N ..... ..... - 11+00 'f/a.W/;;_ p_.g WM 6 C") ..... ..... 18 +--: (X) -- rXIST. PROFILE @ N'L' R /W-. I PVI SA: 11•35.20 ~VI t.Lt.V: N "' -- '<t ..... ..... LC) ..... ..... 12 er :::J ~ 2 12 u '° \ ON co ..... ..... r,.... ..... ..... N ci C XIST. Fl @ CL PROFlU <"' ST nn . .r", ii IS'I Y I> ,u,._/ (27TH STREET) 9 co ..... ..... ® 0 N ..... 11/1/1/J,W (IN FEET) 0) ..... ..... 1 INCH = 20 FEET ..... N ..... I (26TH STREET) Ov + r--: + -: N r-. - 12+00 N N ..... +"' N r-. N r-. - +"' N r-. 9 14 ~ ..... 9 " en ± r-. OU"> CON "' ~ ..... '<t N ..... co N ..... ii) 1 9 0 0 "' "' ~ ~ r-. ..,_ ± , .. : r-. ~ + .· ~ ..... co N ..... 0 0 1/11/&, \ CD I/ ,f////11//4 ""Al~ ~L . Tl~ . -. I .:l ),ti . co N ..... "' r-. --- m co ffi 0 0 9: o-+ ... "' "' +"' " 0 7 • " V n V " u -......... ---1---I 13+00 RECORD DRAWINGS These Record Drawings hcve been prepared based on Information submitted, In part, by other.!I. While this information is believed to be reliable, City of Newport Beach is not responslble for Its accuracy, nor for errors or omissions which may hove been incorpon:ited Into theeo plan$ oe a re$1.llt. SCALE: <I HORIZ: 1 "=20' VERT: 1''=2' CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) (j) ® REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS ® REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STD-502 (1 ") OR 503 (2"). @1 REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 @ ADJUST SPECTRUM TELECOM MANHOLE TO GRADE (BY ASPLUNDH) @) ADJUST SDG&E VAULT TO GRADE (BY SDG&E). @) REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE PER CNB STD-204. @ REMOVE & REPLACE EXISTING CURB & GUTTER PER CNB STD-182. @ ADJUST STREET LIGHT PULL BOX TO GRADE PER CNB STD-204. HATCHING LEGEND: I. ~~>2 I FULL DEPTH AC SLOT PAVE 1 •. ,, . • 1 FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK 1////1 <I . . 'v" 10. 74FL 'v" (10.82FS /~/ II" /:PLANTER ISLAND I I SLPB / ri, (7.62TC) , /~'-. 6, 17 ~ (6.90FL) (10.94FS1 <;/ \ '\ -( ~VLT (~ EVLT r10.74FsY M ~ 10.70FL 'v" 'V C 10.75FL \ / 6"W------- -...,=.=:::::::fl'o_ 11---;>--f-~·~7:.J~. --.,-----·~~-~ I 'v" f-lta---"'!l'.'""·!---1.5"G~· -------1.S"G-----~ <I i ~ +, 10.74FL ·~ le \ -. , -,,,,., . i. G) \(10.91FS .\;> ., I Ill!, · .,;,,W - • "' I'. - ·-r.::i li /(7.65FS) "\'IH-----e,1H / ..... a, 6.89H (i) <O 5 (6 ll12) 12 5 @ 13 12 WM 'v" TAIT & ASSOCIATES Since 1964 C") N ..... LC) N ..... 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise »~-- DAVID W. SLOAN, RCE 82595 DATE DOIIOS Atlanta , () □ I ' WEST BALBOA BL VD. REVIEWED: DENNIS POSTLER, RCE46106 QA/QC MANAGER DESIGNED: MA DRAl'IN: MA . 'v" <I \II, • '"· ;i I ~ I I 11/; (10.96FS / V FLOW LINE DETAIL (307/300-H) SCALE: 1 "=5' REVIEWED: I PATRICK ARCINIEGA, RCE 70740 1---+------11---------------------+----1 SENIOR CIVIL ENGINEER l-::-=-:::::--::-c,-::-f-::-,-,=-:::-::-:-::-'.:""i----l----+-------------------1----1 DATE __ ~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO, DATE DESCRIPTION OF REVISIONS APPROVED SCALE: 1"=10' SHEET 7 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 308 FROM STA. 10+00.00 TO STA. 13+49.50 (SEE SHEET 16) (SEE SHEET 16) 8/29/23 6' X 27' 11' X 3' 8' X 3' ' ' n V C: z +"' oO + en oo --- , ~ II\: u+uu. ,u "" LI,-. 1/'I "Tl LVC: 0.00 +0 -m -en N + ...- "' ,. I IT "I .. / -------------1--- + 01 N r-- ' ' ,v I'\ V CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH Cl) THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) (j) ® REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING ~'¢ §;~ UCO l---'l~-'l~l------+-"""1~+---+-fu--h_c:;---l--+--+----l--+----i>~coii---+--+---+--+--f--+--+----11----+--+---+--+---+---+--f--+--+--l----+-+----I--+--+---+--+-+ • . .: ~-l-+----+---+--t--+---+----ll---+---+---t--+----+---+--t--+---+--1------1 CROSS FALLS +"' 0 -0.21 % 0 ..- ,,g oo - C0 ' ' ..-..__... __ -~ ---·---- t----1•" ·- n 10+00 ALLEY300-G ALLEY300-G co co 0 .... r---0 .... ~ 0 .... co co 0 .... 31 0 .... ~ 0 .... 12 ....::: .... co 0 .... .... 9 .... .... .... 0 ci -- ~ .... .... 9 0 ci m ...-...- r--... -- N .... .... 11+00 ~ .... N .... .... ' r?5~ ~ (5X12X13) C") .... .... -- 12 s;t .... .... LO .... .... Nm +ro 9 s;t .... .... 0 - - co .... .... I . . 6"_ -, ' .. en -+ ...- co .... .... c-- ® I 0 ->o LVC: 30.00 0 N > '° co [D r-u,,-....-i-,-. Rt, ": '"''"'"~J.lr~--+--+----+--.esf-+--cC..,c.-l-----/-;st----f--+----+--~"+---+---+--+----+---+--f--+---+----11--+---+---j--+----+---+--f----J a ~ ~ .... r--- r--"' + OC) 0 ui - ,- en ...-'° ...- + -. N r--. -V -r-·----- co .... .... 12+00 (28TH STREET) co .... .... 9 \I 0 N .... ~ .... 0 N .... 9 W/1/111,0 I • • .. q··; • µLIU. WMr,' It, ' - --t--- N N .... N N .... 9 s;t N .... .... s;t N .... 9 ()3 N X ;,- W////////4 1 W/11/$\ 5t.;-w . -· • ..... ~ ~ it w ~~-~-~--'· ~ - ,VLI I " _, \ • ' • \ \ \, ROP. F _ PROFI _E +~ N r--. -- ?711B is\\_ .7 OOo/ t:, \__ 1.80% 13+00 ' ' I-"1-+---+---t--+----+---+--t--+---+----ll---+---+---t--+----+---+--+---l ·- I'\ I I I I '" (? 1 .49FL · / ~ 'i? k7 :~ u, G) 'I SCALE: HORIZ: 1 "=20' VERT: 1''=2' I'--_ (10.50FS) I 0 BOL (10.52FS) ' "' 1n ® REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STD-502 (1 ") OR 503 (2"). @1 REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. @ REMOVE & REPLACE EXISTING CURB & GUTTER PER CNB STD-182. HATCHING LEGEND: t;:<~~>3'1 I , , , I FULL DEPTH AC SLOT PAVE FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK PRIVATE PROPERTY AC PATCH BACK ~-W;;:f /Ill/; W,1/;Wf-« o/&////;f/4 0I I r---.... .... @ I 12 ALLEY BOB 13 12 ~ 5 12 r---.... .... C) .... .... (IN FEET} .... N .... C) ;:: I (27TH STREET) 1 INCH = 20 FEET ~ .... .... N .... TAIT & ASSOCIATES Since 1964 C") N .... LO N .... 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com LO N .... ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise »~-- r---N .... DOIIOS Atlanta DAVID W. SLOAN, RCE 82595 DATE EVLT * EVLT (5X6 13 1411 gJ \I r {10.67FS) --' 10.49Fi)- ~ "" □ -- r---N .... LI. (/1 en ~ ~ N -.... co C) N .... 0 • WEST BALBOA BL VD. RECORD DRAWINGS These Record Drawings have bl!!en prepcred based on Information submitted, In part, by others. While this infQr-mQtion is believed to be r~ioble, City of Newporl: 8e(lch is not respon sible for Its accuracy, nor for errors or omissions which may have been incorpOfoted Into these plcns as a result. REVIEWED: ' <l . WM I 'i? °'. ... G) 'v 'i? ( - (10.81FS) u, G)-O'I : r--7 FLOW LINE DETAIL (308/300-G) SCALE: 1"=5' □ (10.82FS) REVIEWED: DENNIS POSTLER, RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 t--+-------11---------------------+----1 SENIOR CIVIL ENGINEER DESIGNED: MA DRAl'IN: MA l-::-=,:::--::-c,:-f-::-,,=-:::-::-:-::-'.:'"i----l----+-------------------1----1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED ALLEY APPROACH DETAIL (308/WEST BALBOA BLVD.) SCALE: 1"=10' SHEET 8 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 309-B FROM STA. 10+00.00 TO STA. 13+25.15 8/29/23 1' X 25' ' ' n V ' ' n V ' ' n V z o- + ' 00 oo --=- NCXl +oi +□ oo I'---r--- 10+00 ,..._ 0 .... ALLEY300-F (SEE SHEET 15) ,..._ 0 .... 0) 0 .... in en CX) --- + 0 "' 0) 0 .... ~ - <D r---"' + en "' -+oi 0 m "' ~ CX) ('") .... .... N O> + --- ..,..,,..i::: L ""' u V D /,. / ' EXIST. FS @ C PROFI E-n111 r-rA. 11 Ice: l"lf'I ON 9 CX) -□ + ,.,; - 11+00 -U.99) ---- LO .... .... PVI ELEV: .27 I ,,,; LLf-. ~u o:i ~ 0 :..: +-"-- \.p OP. FL PROFI " ,..._ .... .... en r---+"" ., 0) .... .... (IN FEET) 1 INCH = 20 FEET 0) .... .... 0 CX) N CXl -~ -""\... - ON +o:i N a N o:i -~ ----- 12+00 --1--- en "' + -, "' "' + ' "'"" ~ + ' N CXl ~ ---r---- + r--- m m CD {.!) n c, 0 .-r---.'. (' l"-:~r-,....---r--: r---',,,,::::--, ~ \ \ \__ 7.61% t:, \ L_ 1.80% +□ N CXl ' _,___ 1----1--- -r--- ,_.. 13+00 (29TH STREET) co .... N .... <( .... N .... co ('") N .... I (28TH STREET) TAIT & ASSOCIATES Since 1964 <( ('") N .... 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise »~-- DAVID W. SLOAN, RCE 82595 DATE DOIIOS Atlanta () I L.() ~ N ro 1l ' ' ,v n V ' ' n V ' ' n V RECORD DRAWINGS These Record Drawings have been prepared based on Tnformatlon submitted, In part. by others. While thiii infor-motiOl'l is believed to bf: reliable, City of Newport Bet1ch illl not responsible for its accuracy, nor for errors or omissions which may hove been incorporated Into these plans as a result. : 7118 GRATE I \ ~ CD <( 0 CD ---' <( Cil C WEST BALBOA BLVD. REVIEWED: VLT .v' WM ,u.~OFL __J ' L-,_,,, ' ' ,., C) Ol :;: / /10.51?1 / v )~____,/ / BOL BOL 10.19FL \/ O 10.44FS) / BOL FLOW LINE DETAIL (309-B/300-F) SCALE: 1 "=5' SCALE: HORIZ: 1 "=20' VERT: 1''=2' I (10.34FS) / \/ \/ / (10.24FS}-~\ REVIEWED: CONSTRUCTION NOTES: G) PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH Ci) THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE (j) PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. ® REMOVE AND REPLACE EXISTING SIDEWALK (4" MIN THICKNESS) PER CNB STID-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS ® REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STID-502 (1 ") OR 503 (2"). @ REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTIH AC SLOT PAVE @2 ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STID-502 (1 ") OR 503 (2'') @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STID-140 @) REMOVE AND INSTALL NEW WATER VALVE FRAME AND COYIER PER CNB STD. 513. @ ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE PER CNB STD-204. REMOVE & REPLACE EXISTING CURB & GUTTER PER CNB STD-182. ADJUST STREET LIGHT PULL BOX TO GRADE PER CNB STD-204. HATCHING LEGEND: l<>~ ~> ~~1 FULL DEPTH AC SLOT PAVE 1· • . _ • 1 FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK [\:>/ >)<q PRIVATE PROPERTY AC PATCH BACK 17.5'x3.~-,t (8.46FS) • , 5.3• I/ @ WIIIIJ {{f ~ : ~-;r+-------H'.J:' El:L (8.30TC) , (7.57FL) ALLEY APPROACH DETAIL (309-B/WEST BALBOA BLVD.) SCALE: 1"=10' <D <D DENNIS POSTLER, RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 t---+-------11----------------------+-----1 SENIOR CIVIL ENGINEER DESIGNED: MA DRAl'IN: MA l-:-=,:::--::-c,:-f-::-,,=-:::-::-:-::-'.:"'i---l----+-------------------1-----1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 9 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 309-A FROM STA. 10+00.00 TO STA. 13+45 8/29/23 5' X 10' 1' X 8' " 0 -;:;;--+ u 0 o:i -0 !!:' N U") + ~ 0 0 0 r----r--.. ✓-- 7 '✓ n,,o ~, PVI I L• i .,., [Il t\ (Il '-' '-" ... ~ r;;,~ " r---"' ro " ro ;;: + 0 ..---r...: ;: r--: ;::. r--' 1-...... "'---" \ ~ ' ::::S' / 7 1 ' 7.8 %- 1.50%--3.43: ,. 0 ,<:' -+ 0 U") o:i U") -+ 0 + -. -0 0 r---. -r---... ~--- 7 ', _J 10+00 WEST BALBOA BLVD. II\ \ cl I I I ~ o I I iAAAA C I \I '" I I I N ::;,_ WEST BALBOA BL VD. co .... a N --'+ U") r-.: --- . 1 n • , oc LEV: 7. 78 : L4.11 C>--c -:a:-- r--- O> - <( ~ .... .... a N > r--u.J -· <D N ~ 0 - U") r-- 0 - ~ + 0 -- ® 1' (") a N -rn - r-- ~ "' r--: - ~ o:i - (") a N 0 -rn + ,_. -- >< .,., + r---- ,;;:;- "' r--: -~ 0 'en + -- 11+00 @ 13 ~ a N '' ;g N co Ll) a N - JI , rL U") -N 0 ro -r------ EXIS U") U") + r-- ~ U") r--: ~ROflc, LO>" (0 a N • ;...,>, .. -- . PROI I I .. (0 a N • -. J ~~ 0 U") ;c. - - LE@ I U") + - I 0 U") ---- ... - 12 • -r-- r----- LY R/ I I ..,._ I r-- ,I 3% ~ 0 U") ' -• - ~ ,,o r--: --- IL> "/ >' 0() a N 1 U") ,-;:;;- + U") r--: t-- I ,_, ~,,,Sr:--Fi ~ "' vL r--.,., + -- 0 ..,_ 'C --I j • "' X ;.,-, -~ 0 ... U") ;;;-+ N 0 "' U") --N ---N -------.___ 1 r Kur, ... '-" 0 0 "' N U") 0 "' N N "' N r--+ c:: N --N ~ -r--~ -r--r---- 0 ~ +"' iN U") 0 .,., U") r---N -N ----t--- 12+00 (29TH STREET) I I ~ .... <( co a N N .... .... .... N N N . : -. ----,2t{}t). ;,--: ,• .,,., . "' .l"'"i , .... . . .. v ..... N ~ ..... v ..... N -~ ... I ... ,,..., " .___ "' . ,. <( (0 .... N ~ rn r-.: -~- ~ ci ,_ - ~ N r--: -f-.-_ co (0 .... N © 12 @ 5)( 9) (14X1 ?l (13)( 5 x 6 12 12 13 r-... a N Wll#JW ~ 111/(#W a N ALLEY309-A /-1' I/- ~ y 310 (IN FEET) 1 INCH = 20 FEET <( ..... ..... N i co ~ .... N TAIT & ASSOCIATES Since 1964 r-... .... N (28TH STREET) 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.t□it.com ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise » ~-- ~ ~ .,., + .. N r---'---- ,n + - 0.5 % -- I 0() .... N DOIIOS Atlanta U") + N . - "'. "' ~ o -- ~ 0 r-- ~ .... 0() ..... N DAVID W. SLOAN, RCE 82595 DATE - 0 -N + "' r---U") --i: U") --'·-' ~ - (Il '-" (Il 0 c3 " ~'° ro + U") :!: <D "" " I=; rn rn ·. 1'i N "' -.,., + U") f' "1 T ~~~ 1 --"' <D .... "' -/ N rn = \..__3_ --1.81 0 ~ + 0 .,., r--: --"\ ' 13+00 NEWPORT BL VD. .. I ~ I ___ J B O') I NEWPORT BL VD. REVIEWED: 7% % 1/ '/ n V 0 V 7 ' n V 0 V 7 ' n - 0 - 7 . SCALE: HORIZ: 1"=20' VERT: 1"=2' RECORD DRAWINGS These Record Drawings hove been prepared based on [nformotlon submitted, In part. by ethers. Wh~e this information is believed to be reliable, City of Newport Beach is not responslble for Its accuracy, nor for errors or omissions which may have been incorporated Into these plons os o res1,.1lt .. l .. I {7.69TC) {7.20FL)\ 8' I 7 32T~, \ ln7 I ~ PL~ ~TER ISLAN&(7.19FL)\ t'.J SI I/ 'fs/.=-2 -t-------+---<l!.J._, /<.,,.\ \ n~ (7.61FS) r,::;y.. I / 7.36FS {7.56FS) "'"+-_6l...::.,•~--=-~ \ __ l,nl., I/ /o"cF .,,-• 7.31TC S;: o/ I/ * ,) (7. 70FS) ;,, r-0 ~ "' O"CF :S a .~ . ~ .. / / "' ;,, 7.28TC ;::: -~ • '\ W O"CF 0 •"':._ .. ., a ~~ '\ {7.84FS) "' ~ ~ {7.71TC) "' " """" "{7.69FS) I"--. (7.34FS) (7.17FL) ¥ r-r--.... ~ \.._14'. ~ ~ LPBIJ s.'..I PL, NTER ISLAN[ W ' I"/ 8' ; W-Jo//////1/l/-,-,...,....,-,,~~½ I ALLEY APPROACH DETAIL (309-A/WEST BALBOA BLVD.) SCALE: 1"=10' REVIEWED: CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH CD THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 ® ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) ® ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE 0 PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WlTHIN ALLEY APPROACH. REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER ® STD-502 (1'') OR 503 (2"). REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH ® AC SLOT PAVE ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB @ STD-502 (1 ") OR 503 (2") @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) ® REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. @) 513. @ ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE PER CNB STD-204. ® PAINT 4" SOLID YELLOW LINE AT EDGE OF ALLEY HATCHING LEGEND: li ><~>>"J I . . . I f<)<'.·•1 FULL DEPTH AC SLOT PAVE FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK PRIVATE PROPERTY AC PATCH BACK ...J 6.4• (7.06FS) I \ & [§-_. ..,..---,1 ATCH BASIN -u---D /" , 1al • j {7.05TC) 6.62FS °fd {6.26FL) O"CF ~~ !5/ . 6.67FS 19 ALLEY APPROACH DETAIL (309-A/NEWPORT BLVD.) SCALE: 1"=10' ~ (Il t i ..,_ ,-... ~ ::::. ~ • t-, z __j /ln ci DENNIS POSTLER, RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 t---+------11---------------------+-----1 SENIOR CIVIL ENGINEER DESIGNED: MA DRAl'IN: MA l-::-=-::::--::-c,-::-f-::-,-,=-:::-::-:-:-::-'.:"i----l----+-------------------1----1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 1 Q OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 310-B FROM STA. 10+00 TO STA. 12+90 8/29/23 3' X 6'6' X 11' •I'\ V ,v n V ' ' .I'\ ,v n V 0--, U') I I Q0 -- .I'\ V ,v n V "' ... +"' oO -'- 0 0 -0 0 ----- OU') U') ,-... 0 0 ci ---- ,-... DO + DO U')O --=:.0. lITT "' "' ,-... 00 + 00 Na, +"' -- EXIS . PROI LE @ r LY R; ~ I -- I < .... ·o ---- U') "' +a:i "' "' I I ~ ~ \,; I nvr .L I I I ----------, -- 0-, 00 f--- +0 N a, 0 DO or---- N - ~ "' 00 +O -"' 0 j-"' "'"' N<O a:i ~ +0 C a, U') "' + "' 0 ci a:i ~ -0 + oi "' r!.'. "' + DO "' DO "' "' a:i .,.,~ ,-...o 00 "' "' 00 ,..; "' +"' j-N -1----1-- ... . N.e ' ' ,v (\ V ' ' .I'\ ,v (\ V ' ' ,v (\ V CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE (j) PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL ® EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTIH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS ® REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STD-502 (1'') OR 503 (2"). @1 REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE @2 ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1'') OR 503 (2'') @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 @) REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. @ ADJUST STREET LIGHT PULL BOX TO GRADE PER CNB STD-204. @ PAINT 4" SOLID YELLOW LINE AT EDGE OF ALLEY HATCHING LEGEND: I ---, ~--1--1 _i;;_ 1---------+--+---+----+--l--+---+----l--+---+---+--+---+---=.n,.'e:lr---.-a ~R,O,,:;,_,r_..,,.....,<'1,.c-.,-~orii/,.,,,___+-----+----+--l--+----+--l--+---+-----1--+----+-_:,,,,,./--+_,...,,~1--+----+---'----'-l--+---+-----l--+---+---+--+---+----+--l--+---+----ll--+---S LCA-L-E-:_j__ _ ___j__ _ __Jc_----l I 2;<c2<><1 FULL DEPTH AC SLOT PAVE 1·. • . : I FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK 10+00 '. D i • GRAT 5 • •·· V • ~ D 300-E (SEE SHEET 15) CD r--0 .... CD co 0 .... ~ 0 .... co 0 .... CD 0) 0 .... co 0 .... .... .... .... 0 .... .... ~ .... 0 .... .... C") .... .... 11+00 C") .... .... N .... .... IC) .... .... 14 12 5 \l .... IC) .... .... co ... ... r--... ... r co .... .... r--.... ... (30TH STREET) co ... ... CD 0) ... ... co .... .... <( 0) ... ... (29TH STREET) (IN FEET) 1 INCH = 20 FEET 0 N ... 9 ... N ... 12+00 0 N .... N N ... ~ ... ®® W/111/40: 'St N ... co N ... . . . ~ .... .... N ... 1 1 TAIT & ASSOCIATES Since 1964 6 W .. 'f7i ... 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise DOIIOS Atlanta »~-- DAVID W. SLOAN, RCE 82595 DATE co N .... •·_1t., -a> ,... "' "' u, 13+00 ., r I 14+00 RECORD DRAWINGS HORIZ: 1 "=20' VERT: 1''=2' These Record Drawings l'love been preparecl based on information submitted, rn part. by others. Whle this Information ls believed to be reliable, City of Newport Beach Is not responsible for Its occurccy, nor for errors or omlsslona wh1ch may ha-..e been incorporated Into these plans cs o result. I ol I 1'11 I WEST BALBOA BL VD. REVIEWED: "G- N DENNIS POSTLER, RCE46106 QA/QC MANAGER DESIGNED: MA DRAl'IN: MA 17 ~ rll~II " : 10.16Fl 110.37FS) E'-' 10.69FS) 17 7 1/ ·.I/~ ;, <:;_J 10.1CJFL 2"G----'°'.l!J.10.~-4tt:::;"""'\--r-1\~ / - . ~ 'f==t-~-~✓-"----~~==--- G) \-tcr=lc, x,--------o"""IJ,L,.~-----\ ,. .tSJ V 'V (10.64FS) ~ .21FL • 110.45FS) <:J / CXl :J / <:;_] <:;_J VJ 17 BOL 0 N. G) I "' ::;; I rll/l/1 FLOW LINE DETAIL (31 0-B/300-E) SCALE: 1"=5' REVIEWED: PATRICK ARCINIEGA, RCE 70740 t---+------11----------------------+-----1 SENIOR CIVIL ENGINEER l-::-=-:::::--::-::,-::-f-::-,-,=-:::-::-:-:-::-'.:"i------l----+-------------------1------1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED ALLEY APPROACH DETAIL (310-B/WEST BALBOA BLVD.) SCALE: 1 "=1 O' SHEET 11 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 310-A FROM STA. 10+00 TO STA. 14+37 8/29/23 5' X 20' 2' X 7' 2' X 13'2' X 15' 6' X 56' 6' X 18' ,v n O a:i -~ V 0 V + . o"° ~ 0 "° -~ 0 a:i -~ +0 -00 --I--·- N r-- ~ "° -----r--r--- + "' -r-- --------i----+~ ,..., r--.:,:o ,..., r--. ,v r, 0 gs "° CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH (D THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 f-------+--+--+---+--f--+---+----l--+---+---+--+--+---+--f--+---+----11--+---+---+-"~"'""t-.4~-~"'~ L -•• V D ,"' / --t--_i-----1 .......... '/ @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) I YI If-\: Ii. VV,VV n, LI r-1 • Q ,...r, u r--> 0-, VC: 20 00 u,..., >o ,41\ CD CD n O Q ,4n 0 ® REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS IV --...;. t.O IV l-------t--t---+-'°"++m::+-"<=11-..:,'.l"i++-:-:--+...;'°,++--+--t---+---+----I H :l.'l!';t.-FS-@H-ri·"RelRc!-=--t--+---+--t----t---+----1---t----t----t--t--+---+--t----t---+----11---t----t----t--t----t----t--t----t---+----11---t---+---t--t----t----t--t----t---+----1 ~ ~ q § ~ ~ ~ ---•• ~ ' \ ® REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STD-502 (1 ") OR 503 (2"). IH n V 0 V V 0 V 10+00 1· I ol I i\l I I '1 --------- WEST BALBOA BLVD. 1.8 %_J "' -:;;-+~ 0 "° - "' ,i I I I I I .67%- , \ "° 0 a:i -~ ---- .,.... 0 N 0 0 N ..... 0 N 12 @ r--m +r--: 0 "° -~ --r - ~ 0 N 2 C"') 0 N CD ~ N a, -- 11+00 IO 0 N - CD ~ N U")O-, N<O NN +m co 0 N 9 r--. 0 N -0.57 --- r co 0 N OU"l \ \ \ \ --r--- \ _ --,...., ----··,... ' +"' -r-- ' 0 st + rn "' N oc, +,..., '2"" + r--: N r-- 0 23%/ N r---~ I --1---r - - - - - EXIS. PROF LE@ 1 LY R/''1-1 co 0 N ® 0) 0 N co 0 N IA( tl- 12+00 (30TH STREET) ~ .,.... N CD 0 .,.... N ~ <( "' "' N .,.... N ., I ~ w >--<( "' Cl co .,.... ..... N 'V N ..... N ~ <( ~ 12 13 1 '~i) 5 1 12 6 CD 12 ALLEY310-A .,.... ..... N I (29TH STREET) C"') .,.... N TAIT 0 <( IO ..... N 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com co ..... N r--. .,.... N ~o y T & ASSOCIATES Since 1964 ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise (IN FEET) 1 INCH ~ 20 FEET » ~-- DAVID W. SLOAN, RCE 82595 DATE DOIIOS Atlanta 0 gJ 0) ..... N ON ~+-c r-- o~ 0 00 13+00 N gJ ..... N N 'i :i' = 14 <O a, REVIEWED: rn Cl t---,-. ~ <D "° ......... ,o r, V 0 -"'0 r--r-- r, CD CD CD Cl Cl Cl "' 0 r--"' 0 0 <D O N OLOO..-L.()+c-..i + .-.;t-• V ·.-C.O V C.O .-C.O i:o 6 <D ~ "° --1--............... 14+00 'V RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In part, by others, WhQe thi!S informoti00 i:11 believed to be reli1;1ble, City of Newpor1 BIXlch is not responsible for its accurcicy, nor for errors or omissions which may have been incorporated Into these plans as a result. ' NEWPORT BLVD. SCALE: 1/ HORIZ: 1 "=20' VERT: 1''=2' @ REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE @2 ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1'') OR 503 (2") @) ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE PER CNB STD-204. HATCHING LEGEND: 8::~< • < >J FULL DEPTH AC SLOT PAVE 1. • , . 1 FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK ,~I ' I (8.22TC) / I (7.7;FL)~ ~-5' ~8.5'x7.5' 7.92TC I 8.38FS) O"CF "-. I ~ I '--..; '-~' l---f/--""--.-7.-9-0F_S_+--~ I ot ! "' 'f.i1'__ i ~ • ·½O"CF ;,, :P I'-~"--. ~l ' (8.29FS) r-.: I ~ '--~,~ Cf>--+-_ JX 1-:si 'i)- "G --' • 'r c.1..-41:..__7 82FL--""'2" WM U L 1-1--2"" . 1v ...... 7.67FL _..._ • >' 1 -_..---• ·. ·~ t--H------,--IH '----6" V r-. I~ .. vv I 19 ,i)L, t---: ~ I ~I 7.83FS . in • , '\C----<>-W'' 8.24FS . 0 " <1 . <7 REVIEWED: • I '( .." ~ '£!0 _...?o"CF 1/<1 □1 I.I I ~!Y ~,1';\' 1--- 1 co 7.87TC , ~l • .· ~ ..,: . ''O"CFJ_;:;:,,. = i~•jJ~===,=~~. - · I is-Pl '" 11\----,(f\ V ~ 14.8' ' 11 ISLAND '-'-'lll'1 -~ -~ 1 SL ,~ It'~ / ~PB~I B · I (8.12TC) / I: :·v/, I I ~ I ALLEY APPROACH DETAIL (310-A/WEST BALBOA BLVD.) SCALE: 1"=10' L 't';~11 l (6.84FS --~ 1 CATCH BASIN .91FS!//) . • ~ -/ LANDSCAPE~,:;,---"l 1... ""l'-sc-+/_T.C(6~.8occcT"fc) "'-----,,. 6.53FS I ,:,:,, (6.10FL) o, :::---.__ 0" CF jl. A c,,· ' " <1 . <1 6.51 FL '/, ,f -.; 1 -;;;:.m 6.56TC " ' -" "« "~o"CF -/1/ / ~ ALLEY APPROACH DETAIL (310-A/NEWPORT BLVD.) SCALE: 1"=10' 11 .'Y I ~ CD >-- "' 0 "' ~ NW ,-._ z ,..., .j: i----= -z ~ Cf) TVLT cl t. DENNIS POSTLER, RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 t---+------11---------------------+-----1 SENIOR CIVIL ENGINEER DESIGNED: MA DRAl'IN: MA l-:-=-::::--::-c,-:-f-::-,-,=-:::-::-:--:-:-'.:""i----l----+-------------------1-----1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 12 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 311-B FROM STA. 10+00 TO STA. 12+90 8/29/23 3' X 15'3' X 76' 5' X 46 ' ' ,v n V • ' ' . ,v n V 0 ..,. <XJ V +O o- o: PVI : TA: 10~16.00 '° co + co + '° oo ---..._.., -- -o PV1ELEV: 1.10 CAO~I. -~g\_ ·---1 co--:, ·-• <00 NNO -0 ON '° r--- 1.13% ~ "' r--- 0 r---" + ci ..,. 0 0 ,50 +..,. -+ ci ---·---- EXIST. PROFII "" .. PV1 EL V: 10. 2 0 '° LVC 50.00 +o NO> +m 0 0 > 0 w 0 0 / F--co + co .55% 0"' [D '-' '° 0, "' = "' "' + 0, r---N N 0 r---'° N ;:.: ,-... + "' ---- C : ffi CD c:, CD '-' N N ,-... CO <XJ 0 m • • N ( .-.--0, .-CO °' ~ , 1 V -J---~ + "' I V " • I IV CONSTRUCTION NOTES: CD ® ® (j) ® PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS ® REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STD-502 (1'') OR 503 (2"). REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE e 1;;; ,':S ~ -o.ti1%-' °' c\ \'Y" 1-------t--+--+--+--t---+--+--l--+---+---t--+'¥1-,5;>!-Ft,c:-i", ;.rti~,1"1,,tr-__ +--+--l--+_.J,,~4 ----1--f-~"'>--t---+--tc~H-----ll--f .e~-t---+--f.';;;=-'t,-''1-'1-\\_7f-l-=-7.-:c47=%:t-, --1--+--+---tl--+---+---t--t--+--t --1--+--t--i------+---+----1--t--,---t--,---i ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB @ STD-502 (1'') OR 503 (2") •• ' ' ,v n V - 0 0, + co .-.:::::.. .......... 10+00 w . G) m :,;; I 300-D l'-- 0 ..... + ~ o- 0) 0 ..... '° 0, + co + -. oO -,,__ <( ..... ..... ..... Ill ~I C') ..... ..... oo + ..,. 11+00 +---: _o ---·t----r- I EXIS . PRO ILE @' 'LY Rt~ Ill I.() ..... ..... I'--..... ..... (31ST STREET) I'--..... ..... Ill 0) ..... ..... (30TH STREET) 20 30 4P ,___I (IN FEET) 1 INCH -20 FEET + . N°' ~ ,-.._ N + ..,. .... ' n -------•-l --1,-.. IV ..... N ..... 12+00 C') N ..... TAIT & ASSOCIATES Since 1964 " 13+00 RECORD DRAWINGS These Record Dr-awlngs have been prepared bosed on Information submitted, In part, by Qtheniil-While thi!jl information illil believed to be r4'1kible, City of Newport 8ti.11Jch i"' nqt responsible for its occurocy, nor for errors or omissions which may hove been incorporCJted Into these plans as a result. ~ N ..... 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com Ill ~I ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise l'--N ..... DOIIOS Atlanta l'--N ..... <C· f--__, U) '-' I WEST BALBOA BL VD. REV1EWED: DENNIS POSTLER, RCE46106 QA/QC MANAGER DESIGNED: MA DRAl'IN: MA 14+00 "l. G) @---.._ SCALE: HORIZ: 1 "=20' VERT: 1''=2' .J E','(11.02FS) /10.8~,--FS----, VLT "'-'I' '!. m ' , ~ ._,,_ _ _.__-'-------'-'----"'-----:--"---- 'i, 10. 9FL ..-, , 110.B6Fsl ~l=====>,----if"w-------n;:,"w-0 4;'"4' I "" V \.. 'v --'--_~11 -1-.\'I. ~'A'M lf---+-----'-'--+--------- L:2 I 2' . \7 ----1.5"G-------1.5' (11.09FS) (10.89FS'l---,1t--+--~/ 11.12FS) 'v . ,-,. I "" 1"'-~ : ; / / / / / /2 / / , ~ ~½t..........,f.-1/ /;~1/ /;+--+--+1/1 I EVL I I N G) I FLOW LINE DETAIL (311-B/300-D) SCALE: 1"=5' 1/; REV1EWED: @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SPECTRUM TELECOM MANHOLE TO GRADE (BY ASPLUNDH) @) REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. REMOVE AND REPLACE APPLICABLE PORTION OF DRIVEWAY PER CNB STD-162 REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK ON PRIVATE PROPERTY PER CNB STD-140 HATCHING LEGEND: I,?< .. •• >I FULL DEPTH AC SLOT PAVE 1, , : 1 FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK t>> /)5?"xj PRIVATE PROPERTY AC PATCH BACK 8.93TC 8.76FL ALLEY APPROACH DETAIL (311-B/WEST BALBOA BLVD.) SCALE: 1"=10' o l 0 1 PATRICK ARCINIEGA, RCE 70740 1----+-----t----------------------t-----j SENIOR CIVIL ENGINEER J)---~ DAVID W. SLOAN, RCE 82595 DATE l-:c=-:::::--:-:,-::-ii"::-:'=-c=-::-:-::-:-i-----1----+-------------------t------t DATE --~8~/=29~/~2~3 __ _ CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REV1SIONS APPROVED SHEET 13 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 311-A FROM STA. 10+00 TO STA. 12+10 8/29/23 3' X 14.5' 6' X 9'4' X 10'3' X 7' 4' X 27' 1' X 22' - 0 -U"l ± "' - (\ .., 0 V 7 ' (\ .., 0 V 7 ' (\ 0 V 7 ' 10+00 I I I I 11\1 ~I 'I -~( I q I \ I "' '- U"l -N ;::: 6 "' ---- c3 ~ °' a ..., 0 ,. +a, -<Xl - -":: 5.8! N ::E - ~ 0 a ..,. ::!: + ~ "' - ..._ ~/ %_J ,OJ/o I. 1v,o WEST BALBOA BLVD. 0 -U"l ;;, 0 "' ----- VI ~,c IUT.J. ..._ I nu, c C\/· a I VC 12.0 u > 0 !; :r: u <( U"l u N > ~· 0 -- rn~ "' - XIST. o-"' 00 N 7 I U"l -'+ 0 0 oi ---- r---- ,uu " m ' <Xl pi + --:-2, o-0 ~ S@C - -~ 0 "' I~ PROFI +O ~ "' r---- I I EJ --,....... -_, .. , <( T"" 0 N 1 12 ID T"" 0 N 2 I 0 -9 ;;, -1= ------ LAOJI, I -~u~. /g 00 -I; <Xl ---- ,;::-- ed. 11+00 ID C') 0 N U"l -N r--- ;!: r--: ----- I I -~I -.. " 'L " --Q ' + r-------- '.72%--U"l - ·'"'" = ---- q ~ + r--: ----,- I - 12 0 N U"l 00 --~ r---U"l <Xl "' - "" <Xl +<Xl m "' N "' ~ I + - U"l -r---,;::: ' "' -----r---'-... U"l "' 0 "' <( -' -' --- U"l 0, r----.'.. "' - -? .. Jo,i,--,£' "' - - 1 C5J(.6) D 1//1111/111111/WI~ B0L 9 0) 0 N (30TH STREET) 0 30 (IN FEET) 1 INCH -20 FEET 4,0 I - - 0 0 + "' -- ~ to 0 - '+lO <Xl -0 + N U"l ' -? --r--- -0 "' 12+00 13 6 9 C') T"" N TAIT & ASSOCIATES Since 1964 ~ <( "' "' (\ .., 0 V 7 ' (\ ., 0 V 7 ' (\ 0 V 7 ' (6.00)TE LO T"" N 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise »~-- DAVID W. SLOAN, RCE 82595 DATE DOIIOS Atlanta 13+00 RECORD DRAWIN GS These Record Drawings have been prepared based on Information submitted, In part. by other!. While this information il!I belieY&d to be reliable, City of Newport Beach ie not respon alble for its occurocy, nor for errors er omissions which may haw been incorporated Into these plans <is a result. REVIEWED: 14+00 ·w I~ " , " (9.35TC)h (8.95FL)F--.._ .'.. " N ::.:'9.24TC O"CF 8.90FL SCALE: HORIZ: 1 "=20' VERT: 1''=2' CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH <i) THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 ® ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) ® ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE (j) PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. ® REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STD-502 (1 ") OR 503 (2"). @ REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB @ STD-502 (1'') OR 503 (2") @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. @) 513. @ REMOVE EXISTING DOMES. HATCHING LEGEND: , 'S".'< 1 . ' '.', "<', -'I ~ i . . FULL DEPTH AC SLOT PAVE FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK PRIVATE PROPERTY AC PATCH BACK :-CD LANDSCAPE (9.43FS)/ ~ EX. Dn"E 234 #11// / O"CF t! 7.7S , .. Q" 9.21_FL T 4•-/ • 1 ... 4.-+-c.-!!11 ALLEY APPROACH DETAIL (311-NWEST BALBOA BL VD.) SCALE: 1 "=10' REVIEWED: TvG □· _ EVLT . .v <l DENNIS POSTLER, RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 t---+-------11----------------------+-----1 SENIOR CIVIL ENGINEER DESIGNED: MA DRAl'IN: MA l-::-=-:::::--::-::c-::-f-::-,-,=-:::-::-:-:-::-'.:""i-----l----+-------------------1------1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 14 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 300-E & ALLEY 300-F (ALLEY E ) FROM STA. 10+00 TO STA. 12+50 (ALLEY F ) FROM STA. 10+00 TO STA. 12+54 8/29/23 2' X 9' 2' X 5' GRATE REPAIR 1' X 45' •• I I 0 "' +"' lO,......._ + . +. +lf) LO:--o......---.. +-. Oci oo + LO.-.. +. a...,.. C';'I ~ ..-~ ;::: ~ N ~ N ci t"--...,.. .. A .t A O V O ~ ..---.-. ..-,::, ..-0 N CO ..---~ ;::: ~ + ~ L() CONSTRUCTION NOTES: CD PROTECT IN PLACE I•• I I CD V ;:: ~ ---~ --~ .__ -1--------._,. ~ ci I I II ----r-1-----.. 0 ci ----- - - --i-----~ ci -7-- --1-..------~ ci O ~ l--------t---==---=i=~=-=+--_-f::;=,.-,:::.---==i=---==+-/-+-+--+---+--l----+----=i--==---F=-,,+---+-----,;'.,:!i-l'--~-1--+-slD=>1:.N· t~!-c,,---,,,==---+--'-""'-,---l'--~-+--/-+-""-'----=J------l--+----+--+---+--+-----==i:--~-1--_=1r---i----=+-'-'---l-_------,c---!----"''f'---l-/-+---+-----=F-==i-"-------l=~-=--l_,_-_-+--"=i-:;;;..+--+---+"'$!-,'.:::-J-l--+----+--+---+-----I Al\ -:,=-; A"' -1:, _.,.. ---J i..-----+ l..tn SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECllON ON SHEET 3 G) REMOVE AND INSTALL NEW SEWER CLEANOUT PER CNB STD-406 @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) 1v EXIS. PROF LE@ ELY R/1 -' • 1v EXIST PROFI E@ E YR/~ \. _ --1v " " P"I STA: 11+80.UO VI STA: 11+21 00 L...1-1... , I V,T 1 11r. l?n nn PVI EL V: 10., ,,,,.. --- w = . EXIST FS @ CL PRO ILE, ~ ;c _ _ rn rn rn PVI ST : 1 o+ .00 w ci --U W PT ELEV: 1( .30 PVI ST : 11+6 .00 \ 0 0 '-' '-' ~ -PVI E EV: 10 62 u "' u ~ :r: CO ci ci CO V O >I"") ;>rr PVI E EV: 1054 - Ot.D <.? lf) \ + + :: ~ (.0 co._ ..-I.{') lO or--,~ -~ • i ,~ -0 ,--QI.--~ ~ IT,,~ Lf)J',1' / • .. ~ ffi r---+ N :ri;._O) "' . " ,v @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) (j) ® @) @ @ @ REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK (4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS ADJUST SEWER OR STORM DRAIN MANHOLE TO NEW GRADE PER CNB STD-321. ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1'') OR 503 (2") ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 -9 ---=-...L*...+--J---+-+;c::·+----l-f--/--+-----+--+------+--l----1'-------j--+---l";c~·+~--_1._8+%-,_-+_-I.-J+----,f--+---+--+-I.J-"-+---+.=.80:.:.%:_,~-+-----,f--+---+---+---+--J---+--f------,--+--'-'IC=-+--+---+---j---+-.:::,---JL/_---j __ -+_=;c:.._-+--+--Ju~;+-t==r\_la,3'1',5;,-2-%+----l-'"-l---+--+---+--J----I _,,. en I .J .J .::'., I. ,u,o .J @ @) REMOVE EXISTING AND RECONSTRUCT EXISTING DECORATIVE PAVEMENT, IN KIND. REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. V :""'-P OP. Fl PRQFl EJ eu, T "" f'I '' -~• "/ en w • • w z _J :r: u ~ ~ 0 0 + ..... ..... ~ en w I 0 0 ("') >-w _J _J <( 11 +00 N N 1-w w :r: en w w en >-' z _j ci w [IJ I I 00 ~r;:; >- >- ::l ~ ...J -cl "0 r---0 ALLEY310-B (SEE SHEET 11) co 0 (J) C\I SEE DETAIL ON SHEET 11 19 """ 0 (J) C\I 12+00 0 0 (J) C\I n V 29TH ST. T (IN FEET) 1 INCH -20 FEET 1-u.. w _J w w en " V 10+00 ib 29TH ST. TAIT & ASSOCIATES Since 1964 ' ' ·" \ / .. 12 1 CD """ .... 00 C\I 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.t□it.com 9 ~ ..... 00 C\I ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise »~-- DAVID W. SLOAN, RCE 82595 DATE C\I .... 00 C\I DOIIOS Atlanta 12 C\I .... 00 C\I 12 0 .... 00 C\I 11+00 ' >-' z _j ci L... CD I I om ALLEY 309-B g g (SEE SHEET 9) ti i;j ::J ...J <( <( 1'1,-o IX) 0 • I> I> • -. . • .. :-' , • . · _L ~,-r 7 J!.ti.! :, , I · , tF B I ""i,-_.J I I • D "' <( ::J 0 [IJ " V SCALE: 12+00 RECORD DRAWI NGS These Record Drawings hove been prepared based on fnformotlon submitted, in port. by other-s. Whle this infor-motion is believed lo be reliable, City of Newport Beioch is not responsfble for Its accuracy, nor for errorn or omissions which may hove been incorporated Into these plans as a result. 9 I .. . ...J ...J i " · .c" 1-1-C 7 I u <( \_SEE _......._ ....... , .......................................... ......... DETAIL ON SHEET 9 51([ 12 4 A¼LET30~F C\I C\I I REVIEWED: ~ 00 C\I ~ 00 C\I 0 0 00 C\I I 28THST. HORIZ: 1 "=20' VERT: 1''=2' REVIEWED: 611W SAWCUT AND REMOVE EXISTING PCC PAVEMENT AND CONSTRUCT 8-INCH THICK @ FIBER REINFORCED TYPE Ill PCC PAVEMENT OVER COMPACTED NATIVE PER CNB STD-108. INTERCEPT AND RE-ROUTE CURB DRAIN TO PROPOSED CURB FACE PER CNB STD. 184 REMOVE & REPLACE EXISTING CURB & GUTTER PER CNB STD-182. REMOVE AND REPLACE APPLICABLE PORTION OF DRIVEWAY PER CNB STD-162 REMOVE AND REPLACE DECORATIVE SIDEWALK AND BRICK BANDING, IN KIND. REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142-L, DETAIL ON SHEET 3, AND PLAN MODIFICATIONS. HATCHING LEGEND: k••"• c .. ·, .. ••· t<< c .. • .. •;; FULL DEPTH AC SLOT PAVE I" ', , . • 1 FIBER REINFORCED PCC ALLEY OR PRIVAllE PROPERTY PATCH BACK [~<< Xd PRIVATE PROPERTY AC PATCH BACK 27 -. 10.34Fl , /l (10.88FS) / ,. 1.5"CF \ .,; ,.,., l+---"~,_----+-"~.:.'£:-"'"+c-"'·'"r-11 ·;,, / r l- 00 (10.86TC) (LOQ "-. (10.93FS) ALLEY APPROACH DETAIL (300-E/29TH ST./300-F) (10.36FL) SCALE: 1'710' (1Q.54FS1 "-. 10.0BFL " .. . , / 1.5"CF ~, ... ~:X:~+----1 . -~ LO ,~a:---'1-1---'---(l-'10.52TC) .,; ALLEY APPROAC DEfAIL (10-:-o9FLJ- (300-F/28TH ;r,) SCALE: 1"=10' I I I I I I I I-- I I DENNIS POSTLER, RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 t---+-------11---------------------+-----1 SENIOR CIVIL ENGINEER DESIGNED: MA DRAl'IN: MA l-::-=,:::--:cc,-::-f-::-,-,=-:::-::-:-:-::-,:-l-----l----+-------------------1-----1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPllON OF REVISIONS APPROVED SHEET 15 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 300-G & ALLEY 300-H (ALLEY-G) FROM STA. 10+00 TO STA.12+40 (ALLEY-H) FROM STA. 10+00 TO STA. 11+80 8/29/23 2.5' X 9' I I IV n .., I I •n IV n .., I I +O oO a~ D a, 0 ci oo --=- -0 0 r--.,.... -. r-1"1Nhf.N " ' ?1--;;" J +"' oo 00 "'"' 0 0 -- EXIS . PROf ILE @ E 'LY R/ V + . 0~ ---- I sl-ci +"' -D PVI S A: 11 25.00 .... , " ,...., ,...., '· LC:50.0 f IGH PT SIA:. 1+20.6 I I ~•: IV,VU " ci ~ I cc 10 c1 >R()FII I -o U'>N r--,.., ..__,, ----I/ -----, --1---f-- --- PVI E EV: 1014 00 L_y : 1 b.v, +o > N <D O -0 0 0 "' 00 n .., I I \__ 4.54% .., NO +sl- I 88 00 ,- V ..,_ -" - 60 ------ r--"' + Ci\!: I. , "" ILC" LT ~/ )111 C:::TA 1"' i::: 111"1 P' I STA: 10+30. 0 PVI E V: 10. 9 I I O 00 + 00 EXIS . FS ~ Ill HI.R •rlLI0\2 --- t5 <D Cl ,.., u 0 Cl ci ,.!. - Y\., 1"1-,UI > "' 0 ..-ED ci "' '° + 00 . ' , N r-- 0 +O - I 0 ,.., +"' P1'1 STA: 11+00. 0 •VI ELE : 10.7 .. '""' n-r ,..., • .,.., -. •• ,... HII H PT$ £V: 10 75 I o-+"' u "' "' ci + .., 0 --- r ::i1n: l+...Jv, v ""LI,-. 1f'I ,-, VC: 14.01 0.59% '.i --------- "' 00 +0 0 I ,.. V I I " V I I CONSTRUCTION NOTES: CD @ © ® ® (j) ® @ @ @ @ @ @ ® PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 REMOVE AND INSTALL NEW SEWER CLEANOUT PER CNB STD-406 ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS ADJUST SEWER OR STORM DRAIN MANHOLE TO NEW GRADE PER CNB STD-321. ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1 ") OR 503 (2") ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 REMOVE EXISTING AND RECONSTRUCT EXISTING DECORATIVIE PAVEMENT, IN KIND . ADJUST SPECTRUM TELECOM MANHOLE TO GRADE (BY ASPLUNDH) REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. SAWCUT AND REMOVE EXISTING PCC PAVIEMENT AND CONSTRUCT 8-INCH THICK FIBER REINFORCED TYPE Ill PCC PAVEMENT OVER COMPACTED NATIVE PER CNB STD-108. INTERCEPT AND RE-ROUTE CURB DRAIN TO PROPOSED CURB FACE PER CNB STD. 184 REMOVE & REPLACE EXISTING CURB & GUTTER PER CNB STD-182. REMOVE AND REPLACE APPLICABLE PORTION OF DRIVEWAY PER CNB STD-162 t----t""t;t--t-,.._____:_-=t---=±+1 --+---t------lt---t--+-+--+------l--nisT:--pi;imFtl:£7@hl't:Y--WYP-/-i __ t-_+-_+_-+_--t_-----lt---t--"-----'-i----:;:\t---:..,---'t"tlt"-----j----JI~-·• CAL ----1v -t.X.:,I, 1-~ n .T fl n-1--.-=-'\._ IV --~:, .., ,__ -( EXIST. 'ROFlLE @ W'L R/w-J REMOVE AND REPLACE DECORATIVE SIDEWALK AND BRICK BANDING, IN KIND. REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142-L, DETAIL ON SHEET 3, AND PLAN MODIFICATIONS. n 10+00 7 28THST. 'st .,.... r--N 10 N .,.... r--N 31 11+00 ALLEY308 (SEE SHEET 8) 9 At LE; 30i-G ~ N N e-' z II ..J Cl U I 0 '° OD n ,.., >->-::l :j ...J ...J <C <C "'0 ,.., 0 • ci ~o ++ -o VLT 17 12 12 9 CD 0 r--N (IN FEET) 1 INCH = 20 FEET N 0 r--N 12+00 SEE ALLEY APPROACH- DETAIL HEREON 0 0 r--N n 27THST. TAIT 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.t□it.com & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND Since 1964 Oronge County Socromento Denver San Luis Obispo Riverside Boise »~-- DAVID W. SLOAN, RCE 82595 DATE DOIIOS Atlanta 10+00 I-F,==--:,i, =-t=_:..:;i ::_ LL w ....J w ' '/ -- w --1---(/) 'io "-" 27THST. \ , I SCALE: HATCHING LEGEND: ~ SEE ALLEY APPROACH DETAIL HEREON • ' _¥ 5·r'.-W •.•• n •· 't • .. • ~ . •'. . ·.: SEE DETAIL ON SHEET 7 17 11+00 ALLEY307 (SEE SHEET 7) e-' z II _j :r:. lu 0 r--00 ,.,., ,.,., >- >- ~ ~ ...J ...J <C <C sl-0 ,.., 0 DD a, 0 ++ 00 --19 12 .,.,.,.,.,.,.,.,.,. ' I J G~ ~I~ ~,~ ~~i =;:; I-<t: ;'l®,;,) !ALLE~ 3qj,.}<i 0 .,.... CD N ----~ ~ ~ .,.... co 0 CD N CD 0 CD N CD 0 CD N ~ CD N 'st 0 CD N 0 0 CD N I - I J HORIZ: 1 "=20' VERT: 1''=2' ~-f-...J cnu en "' ' , '' I FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK (10.04FS) (10.18TC) ~ !~···•, (10.02TC)_ (10.09FS) . lh~CC'T"·s1-(9.69FL)\ (10.26FS) ,, , (9.45FL) I ,,.,~ FH ~ ,• ,A ~.53FL,~ 9.68FL -'( ~ ,,....(1)EX. STAI~ 9~•~3~ /2"CF "' ,~ ~ ~"C~\ ;;Ir/~ ~ O"CF, ~ ~~,t9i",.5~9;';iFL~--;,---l-t-~9::".7~3'/c,FLejs~ '·" • illPI ll•;t 1.5"CFs1-1"CFf"<;, l, !t BOL • 9.72FL -. fl\ ,. 9.64FLen. 9.76FL :-:_I! . 5-~9;;;,.8,;;9;':F=S'_-::;"''+-,'------6~'1/, • Q"CF "O"CF • O"CF ", -9 O"CF ·.:-v _f; ~ ..... . . . ,_ r,1 • 9.68FL"-y 1"CF .,; "' 9.78FLV -.;t-\,.,_ 1'tF ~ I ·r-- ALLEY APPROACH DETAIL (300-G/27TH ST./300-H) SCALE: 1"=10' I U') VJ (X) en "' o"r.F REVIEWED: RECORD DRAWINGS These Record Drawings have been prepared based on information submftted, In pert. by others. Whne this Information Is belleved to be reliable, City of Newport Beach Is not responsible for Its accuracy, nor for errors or omissions which may have been incorporated Into these-plans as a result. 26TH ST. REVIEWED: DENNIS POSTLER. RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 1---+-------11---------------------+----1 SENIOR CIVIL ENGINEER DESIGNED: MA DRAWN: MA l-::-=-:::::--::-c,:-f-::-'.".=-:::--::-:--::-'.:"'i-----l----+-------------------1----1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED SCALE: 1"=10' ALLEY APPROACH DETAIL (300-H/26TH ST.) SCALE: 1 "=1 0' "' SHEET 16 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 300-I & ALLEY 300-J (ALLEY 300-I) FROM STA. 10+00 TO STA. 11+77 (ALLEY 300-J) FROM STA. 10+00 TO STA. 11+75 8/29/23 I I Q "<t co / IV f-----., n v •• I I " v (D T 1 M~ I - ,-... 00 +"' ----- 0 sf +,,..; nn"r L .a. r V D A / PVI STA: 10+ 28.3 1 ,, 1...1..1...Y 1v,JI \10, M ( ..,. u ci u co -EXIST. FS @ 1 L PROF LE w ';J. co u-j \ \ \ .:::;. '-fl OP. FL PROFILt ;,; ., PVI STA: 1 +98.0 -,-,-· ~"-· . ·-- _LVC: 2J.OQ ,p o• oci + 0 + -------r--- PVI ST : 11+~ j,00 " 1¥1-.-Y, -,YI 'Ir'\. II...,.., . ..,.., LV : 16.0 P\.11 i:-1 L\I, () k.A , ~ C: 10. 0 rn rn ~ciS;~~r---~ ..---::: .. , ? "!n l.() -. "' 1.39% + I I r,.__ lu n v • • I I ...-----......-,1 /__...._ ..... ci N,-... 00 ci u, N +m l 1 MOZ r--._ I U ~-5 54% " v ~ --' ' -----V" • ----~ I I i.----- IV n v • • I I --. " IV " v '-1-----J (D 1 I O ci --~ --_ - - --i---- -r----~ ~ 1-----.----'"=t--::_~--++----l--t----F=--=F=--==t--==-+==--=F--='+-/-F=-t--+---+---+--+--+--l---->s:\-f'l~~--l'--!~-.-+--+--:clD:.-hctl,·11~- - - 1 V EXIST. 'ROFILI @ W L R/w-' I'--1 u __---v .. IV n 10+00 I I 26THST. - 7 11+00 ALLEY306 (SEE SHEET 6) >-' z _j 0 '° JL ~ ---I I >-1--->-w w _J ::J _J <( <( "'0 -0 mo CO 0 ++ 00 -- ;5 ;5 SEE DETAIL ON SHEET 6-If) If) r;;@ ,__ (4;1 19' \A 'If , :5 1 1 §=:! ~ ,~-_CS :::5 ~~---_'" -., Q /\ J \ I OV -•[~t-'~ 0 ..-I!) N CX) 0 l!) N l . ALLEY300-I co 0 l!) N s:t 0 l!) N N 0 l!) N 5 X 6) 9 0 0 l!) N (IN FEET) 1 INCH = 20 FEET JL ~ I I ~ io >-w w _J w _J 0c'. <( f-(J) "'o:r: ~ i· to ,-... N + . -f---z <C • . f-I _J {/) < ') u ~ .,, 25TH ST. n TAIT & ASSOCIATES Since 1964 n 10+00 ;5 ·..: _j If) 0 0 @) 25TH ST. 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.t□it.com ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise » ~-- DAVID W. SLOAN, RCE 82595 DATE 0 0 --~ j!...r---- i co -- EXIST. PROFILE @ E'L' R/W' r---, / "' "' co __,..,..,. ---- - - ----1-- - I I 1.()1•• I I r---;:' \_ ,__;; •n IV n CONSTRUCTION NOTES: G) PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH (D THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 (±) REMOVE AND INSTALL NEW SEWER CLEANOUT PER CNB STD-406 @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) n,n r r-A, 1" f\C "" PVI S A: 10, 55.00 I REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. PVI LEV: 10.58 IVI :.Lt.V: J.uv I 1,,..,. .:n ~" P I STA: 11+50. 0 e,-• 0 I 1..,; IU, DOIIOS Atlanta 7 "' "' _,_ 00 0 ..- s:t N u ,-... u "' w ci I C: 2500 LVC: 15.00 ~ ~ ,-... m "'..,. "' co ....... 0 ;:.. ....... CJ • . 0 0 0 Sl • • I I ® REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING ~ ·v,u,._ ro...' "' -1 """" co co 6 ,-... -,_ N;:: ~ ----_,_ 001 p Fl I ci a a; + ,..; EXIS '. PRO LE @ 'LY R/ 'J-1' 11+00 ALLEY305 (SEE SHEET 5) >-' z II _j --, 0 I O<n 00 "' "' ----i >->-t---- w w :::l :::l <( <( <DO <no r----o coo ++ 00 cc I I 0 20. T ./ '. L_ .00% --L,I.J/o . " IV " v .,..... ci I I \_.,- (J " c CV <C • f---! If) u 13 IV n v SCALE: HORIZ: 1 "=20' VERT: 1''=2' (10.37TC) ] (9. 77FL)1' ' \. (~ 1 1 '° I n 1( 0.51TC) " 10.02FL \ CROSS FALLS ADJUST SEWER OR STORM DRAIN MANHOLE TO NEW GRADE PER CNB STD-321. ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1'') OR 503 (2") @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 '16' REMOVE EXISTING AND RECONSTRUCT EXISTING DECORATIVE PAVEMENT, IN '-!.'V KIND. REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. SAWCUT AND REMOVE EXISTING PCC PAVEMENT AND CONSTRUCT 8-INCH THICK FIBER REINFORCED TYPE Ill PCC PAVEMENT OVER COMPACTED NATIVE PER CNB STD-108. REMOVE & REPLACE EXISTING CURB & GUTTER PER CNB STD-182. REMOVE AND REPLACE APPLICABLE PORTION OF DRIVEWAY PER CNB STD-162 REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE G}) PORTIONS OF CNB STD-142-L, DETAIL ON SHEET 3, AND PLAN MODIFICATIONS. HATCHING LEGEND: I ' " . I FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK ALLEY APPROACH DETAIL (300-l/26TH ST.) SCALE: 1"=10' ALLEY APPROACH DETAIL (300-l/25TH ST.) SCALE: 1"=10' ( ) 4.4' 10.47TC ~1_0._47_F~S't-d /10.47FL <>Oil. 10.03FL ,. ' ..,. CX) 0 ALLEY300-J co 0 s:t N s:t 0 s:t N N 0 s:t N 0 0 s:t N 10.0~ '\ ~ 1.5"CF '--- ,----., 1-".:,,· mtf/-,-:07. 5;,_'C:.:.F_:<!i-+ r--@ i,-..,,,_ ~.. ~-~ 1 (1 O.~~~£" If" ti' 10.09FL :2 ~ RECORD DRAWINGS These Record Drawings have been prepared based on lnformatlon submitted, In port, by others. 'Whi e this information ie believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may haw been incorporat ed Into these plcms as a resu lt. REVIEWED: 24THST. 10.07FL (10.79TC)/ (10.34FL) REVIEWED: ALLEY APPROACH DETAIi (300-J/25TH ST.) SCALE: 1"=10' DENNIS POSTLER, RCE46106 QA/QC MANAGER PATRICK ARCINIEGA, RCE 70740 t---+-------11----------------------+-----1 SENIOR CIVIL ENGINEER DESIGNED: MA DRAl'IN: MA l-::-=-:::::--::-c,-::-f-::-'.".=-:::-::-:-:-::-'.:'"i-----l----+-------------------1----1 DATE --~8~/2=9~/=23~-- CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED (!, Q"CF 1--"'-~f+'/:....i=1'='C=F F=F==l=t-1 ,,...31J.."7...._'.h_ '-~ 10 13FL , f• • -... ' " · ,,,. 3--1 "CF ' <lt · '10.22FL I~ • 10.18FL ,:· -O"CF W-+---i+ \) "<t I> . l;;;:t) " .,.,,. ·-,, -✓--.o"---/ ,,.., '\ -;,., (10.59FSt ~i: ..... •□ ..,, ~ O"CF I~ fl 10.22FL / 1 "CF ~ ;~ ~1¥.e:e----'I 0 .'.-I .J-'" "-10.56TC . --... --... ~X '• ~. 1025FL ..,. --........ ':,__~ .. . • • ~~ 1"'1'l I\ - (10~91 FS) • 4.3' I \ <10-521c) ALLEY APPROACH DETAIL • , (10.ZBFL) (300-J/24TH ST.) I SCALE: 1"=10' SHEET 17 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AD-111 AREA ALLEY RECONSTRUCTION C-8820-2 ALLEY 300-K FROM STA. 10+00 TO STA. 11+30 8/29/23 oO -.:::;, _,_ . r---- ) -r---- I I IV + a· 0 c.---r-1,-,T no ""'"" C" C"'I V hu/ PVI S A: 10-25.00 PVI :LEV: ,P.65 , rn C. - . - r---u ci n111 c ·A· 1r. cc on PVI ELEV: 1.34 L Vl; 4U 1uU > 0 """ I • .JIM. ,.., ..JV.""> .- CO .----l-llf'LJ :)T !="I j:" • 11 ?( W 0 0 0 0 00 _,_ (Il , + A A ,..: N' 0 I I 6 ci, . An IV 1.00%- 3.94 -., -1 IV 10+00 24THST. r;v r--- -0 - Yo- - ..... C') N ci EXIS . FS @ CL PR FIL~ "1 N "' o--.:::;, 0 I 1--'"" ---1---/ EXIS . PROF _E @ LY R/ ',../ • -0 --- ,nn c, r---0 +": nnn~" ALLfY300-K N O ..... C') N I ..... C') N I I I ~ a, 0 -- o~ 0 a, PVI ' TA: 11 •16.00 PVI ELEV: 0. 75 ·-·-·-· + - •• "' -00 w ci "' -io -- 11+00 ALLEY304 (SEE SHEET 4) ~ aWM ~1 aJ CX) 0 C') N co 0 C') N • I " V (\ V w = • :r: l-' <( -=== -. c-'5 ~ +w -. • ..... ;:: I :<:( f) In ·en· w ,v II I I ~ dF) (\ b .., ('t) C. ::J . ;;;j • In IV '" w z ....J :r: u I-<( ~ ..... C> N ('t) I-+ w ..... w ..... :r: <( en I- en w w ~ en I C> C> ('t) >-w ....J ....J <( ~~ -~ ~ )° T T (IN FEET) 1 INCH = 20 FEET I (10.50FS) ~(10.44TC) c;:iji ,.,. -'it (10.05FL \ • 10.57FS ~ .,. ~' <O -~~~ ~"" 1.5"CF' y ~ , 10.10FL ~ ""~ ~ '-''!1 -::::_10.25FS 0 ,.,. 1"CF' ~ /O"CF 10.12FL . 1 •• Y31l -:.. \> . ·-6"W t , "~O"CF' -10.17FL -~ st' I) • ' a .· .o"c'"" .. -10.31FS ~ 1 )."G . ;,, '-10.16FL b "l. ~t ! f O"CF . -, n.t_D .• st' ,,1'.'CF(' nm G',l T f ~ E\l f • ' 1'0'.20FL1 , ... tsJ.1 • '-'., [',__(11.0BFS) ;,. ~, ~ 1.5"CF "'. r B ~r-~ i':'.: IQ'vR' co ® , ... ...._____ BOL 14 ,-..: ,.,. r 1 I ~Rn (17.81) ' , •· . (10.47Tc)/ ~ R,,.'(11.32FS)~ ~ \ ~~~ ~ (10.26FL) ~~~ I ~ ~ ~. I'-.. ~ -~ L's.',,..;: 9.70FS (6:;:.;\ (9.71TC) __,,-V ,,. , '·" : """., : ,;:;;. !g_Q2FL) . / }, 9J ,ES: 9~5F~ :,15F. (9.71TC)/ • / /'c ,UC) ~ (9.01 FL~""' /,, V \ / / J / /v (lj-' -'( / V / '/... ,, V V VI \ CD-\.-@ ~ :.s_:'~,F-.... ':-- 1.7' 4' 2.9' 6.2' 5' 6.3' ~ ;,, N SCALE: HORIZ: VERT: 1"=20' 1"=2' CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH G) THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 '3' TEMPORARILY REMOVE, STORE, AND REINSTALL EXISTING PLASTIC SPEED \o'.J BUMP ON NEW GRADE. G) REMOVE AND INSTALL NEW SEWER CLEANOUT PER CNB STD-406 @ ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) @ ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE 0) PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH . REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB ® STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX 8 LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING @) @ @ @ (8) @ @ @ @ ® @ @ ® CROSS FALLS ADJUST SEWER OR STORM DRAIN MANHOLE TO NEW GRADE PER CNB STD-321. REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1'') OR 503 (2") ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 REMOVE EXISTING AND CONSTRUCT AC PATCH BACK PER CNB STD-140 REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE PER CNB STD-204. REMOVE & REPLACE EXISTING CURB & GUTTER PER CNB STD-182. EXISTING BUILDING/SURFACE MOUNTED ON GUARD RAIL TO BE PROTECTED AND RE-MOUNTED TO FINAL ALLEY SURFACE. REMOVE AND REPLACE APPLICABLE PORTION OF DRIVEWAY PER CNB STD-162 REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142-L, DETAIL ON SHEET 3, AND PLAN MODIFICATIONS. ADJUST GAS METIER BOX TO GRADE (BY SCG). HATCHING LEGEND: 1'25~'< ] FULL DEPTH AC SLOT PAVE 1, • , , .. • 1 FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK ALLEY APPROACH DETAIL (300-K/24TH ST.) ALLEY APPROACH DETAIL ~ (PROSPECT ST./PACIFIC COAST \IJW~ RECORD DRAWINGS These Record Drawings have been prepared based on Information submitted, In part, by others. WhUe this information is believed to be reliable, City of Newport Beach is not respanslble for Its accuracy, nor for errors or omissions which may hove been incorporoted Into these plans oe a result. TAIT & ASSOCIATES Since 1964 701 North Porkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise » ~-- DAVID W. SLOAN, RCE 82595 DATE DOIIOS Atlanta SCALE: 1"=10' REVIEWED: DENNIS POSTLER, RCE46106 QA/QC MANAGER DESIGNED: MA DRAl'IN: MA HIGHWAY) ~ SCALE: 1"=10' REVIEWED: PATRICK ARCINIEGA, RCE 70740 l--+-----+-------------------+----1 SENIOR CIVIL ENGINEER t-:c=-:::::-"'::".".'::-il-::-:'=-c:--::-:-::-:-1----1----+-------------------t----t DATE --~8~/=29~/~2~3 __ _ CHECKED: DWS DA TE: 7 /12/23 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 18 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PHASE 3 ALLEY RECONSTRUCTION C-8820-1 ALLEY 303 FROM STA. 10+00 TO STA. 11+81 8/29/23 2' X 50' •• --A -· ---• r I I I . -- ,n -5 "' N ... co "' 0 -± J "' -£' . " "' "' "' 0 "' -IV 0 "' -~ 0 e; + oi .;!: N "' ~ -0 "' + ~ -~ -~ -' ~ ----L --~ ----~----<I •• $,l I I ;L-,, ,.r:, " (;L > 0 0 0 "' <O . " 0 N N 0 <O "' <O <O "' --IV 0 ' 0 +o, I + 0 "' ':' ro "' 0 "' + co -0 I -----<I --I -<O -n "' N -"' "' I ., . ..,,o 0 ,-... "' ~ ~ "' "' ro -"' I ~ ~ co ~ ----C ----_/ •• ' ' Lrn~I, ~ .. v, ' ·-· ,n --I 0 ,-... N ... An + n + "' sr "' -I + ,-... "' ~ ,;;:-IV -I~ -~ --0 oi I + "' ----~ ----~ ll-c------ <I 10+00 11+00 (23RD STREET) --@) 13 G: .,_ .,. b . I : ~ , • 7 , ' ' ©@ 4 12 4 , (;) . , ' ' , < I c :. , lw , I: • [11 IW,1([ ·•, . •. ~ ALLEY300-L (SEE SHEET 20) (22ND STREET) ~ -,_ "'"' ;:.: "' + co co + --,.::::, -' m ~ m "' ,-... ~ ... <O co ... ,-... n +<Cl ~ "' .;!: -., -co --0 -t: 67, "\ -/ I'< ,g co -0 97%~ <O ~ ..,. ·= ' / m "' ro ... ro + _, I I f."TJ 0 I .. :r: u <( 0 "' ()._ ()._ <( 7 • ' • I ' -J ' • I ' -J ' 12+00 W. BALBOA BL VD. i ,\_· / ('.J "' n I W. BALBOA BL VD. I+ I/- '° T T (IN FEET) 1 INCH -20 FEET TAIT & ASSOCIATES Since 1964 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise » ~-- DAVID W. SLOAN, RCE 82595 DATE DOIIOS Atlanta RECORD DRAWINGS These Record Drtiwlngs have been prepared based on Information submitted, In part, by othenil. While this informotk>n i1 belieYed to be r4'1ioble, City of Newport 113eQch is nQt responefble for its occurccy, nor for errors or omissiona which may have been incorporated Into these plans as a result. REVIEWED: SCALE: ' EVLT ",,q 'v' i\s 9.36FL <;j\ (;) I FLOW LINE DETAIL (303/300-L) SCALE: 1"=10' HORIZ: 1 "=20' VERT: 1''=2' CONSTRUCTION NOTES: CD PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH G) THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 © REMOVE AND INSTALL NEW SEWER CLEANOUT PER CNB STD-406 ® ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE (j) PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB ® STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS @) ADJUST SEWER OR STORM DRAIN MANHOLE TO NEW GRADE PER CNB STD-321. @ REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB @ STD-502 (1'') OR 503 (2") @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ WARP FLOW LINE AROUND SEWER MANHOLE PER DETAIL 26 ON SHEET 3 @ REMOVE AND REPLACE DECORATIVE SIDEWALK AND BRICK BANDING, IN KIND. HATCHING LEGEND: l > <>i FULL DEPTH AC SLOT PAVE FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK _j / (8.92FS) Ii 10.3' {) DECORAllVE __,,::;;, ~IDEWALK / 't';J ! 8.94FS ' (n\. ''(/~ ,, 1/f ) (8. 76TC) (8.01 FL) -"" • ,.,;!1/ ·• 8.59TC.,,,i -fc/'W en 8.53FL :/ 4 ~ ... , j • ~'y o"CF_1 ''/ <J" _ \ :--..;:: --...6,4 fi;;; ~ : c:, '~-~-.v ~ '-", "' !! ,: ' ~ 8.00FL •• ' •• • t:/!,i,, --· 1!/ 7.99FL • 1/u~ft~? ~~~~-.. , ·•-· ~"' ~ LIGHT 1~, ~~ 'f-i ~! --...-.., POST 1 , ... (8.91FS)/, ~~~~~ ~ ,,-OCF '-':' @-..lj ~ \ (8.82, TC)/ REVIEWED: o (7. 97FL1/ 1 PLANTER ISLAND 1 I ALLEY APPROACH DETAIL (303/W. BALBOA BLVD.) SCALE: 1"=10' DENNIS POSTLER, RCE46106 QA/QC MANAGER 1---+--------11----------------------+-----lPATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAl'iN: l-::-=-::::::---t-:--::::::-----t-----+-----l----------------------1-----IDATE _______ _ CHECKED: DA TE: NO. DATE DESCRIPllON OF REVISIONS APPROVED SHEET 19 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PHASE 3 ALLEY RECONSTRUCTION C-8820-1 ALLEY 300-L FROM STA. 10+16 TO STA. 11+81 8/29/23 -EXIST. S @ C PROFI E I I ~ r--0 ~ "' ~ ~ co "' r--r--Q ,.,, ~ 0 ~ :::::, 0 "' 0 + I "-' "' ----"' --+ "' -"' IV ,----,, --- - --'--I----1--- - "e -rn " '-" "' , 0 <D --c •• -a ~ I I 0 ' ( I~ + r::: 0 <D "' 0 "' <D + 0, . " 0 ' / -IV _\ .--, -.r· -,-;;:;-~ -"' 0 " <D 800%-~ "' 0, - .80%~ -···- • • "' ~ ' ' 0 -+ -... N ,£' ci co co 0 0 "' v 0 . " --+ IV f----- V . ' -"' 10+00 23RDSTREET 7 .J I 23RDSTREET "' <D + "' 0 -0. 0% ~ "' a; I --n _/ '~ = --... ·-- "' "' r--r--- 6 --~·- t I 0 "' + 0, --- 11+00 / \ I ,.,, r-- ,-EXIS . FS @ CL PRO ILE N "' +a, I - ALLEY303 (SEE SHEET 19) .1_-1~ \! ' . •. • 111 . . (.• L-r-_...J / "'0, +m 2 " / ~LLE~3 ,~-L I I (IN FEET) 1 INCH -20 FEET :t:> ~ N + I "-' -"' --- o .. 7% r--"' +o, -f-- 0 "' + co "' -N .~ N "' -- -•~ ' -- '. r-- "' ' ~, ''° 0, - "' ~ j-0 0 --- •• <D v I I ;;. + . " " IV L.,.,-_,;, y -" ; rn t-"' I;:' .,; ,.,, •• "l~N ;; I I -"' - I . " J.._ f-- IV \..: .. , Qo/ -'--1.8 % " •• .. ' ' "' ' ,t . " ------'t---1---= IV 5 • • . • "J, r T 12+00 6 TAIT & ASSOCIATES Since 1964 -· 22ND ST. ~ I I -I I ~ I 22ND ST. 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com f-w w °" f-(/) ::J: D z ~ N N + N f-' -z ~ ..J (/) u _/ ~ ENGINEERING ENVIRONMENTAL BUILDING LAND -"' Oronge County Socromento Denver San Luis Obispo Riverside Boise »~-- DAVID W. SLOAN, RCE 82595 DATE DOIIOS Atlanta 13+00 RECORD DRAWINGS These Record Drawings hove been prepared based on Information submitted, In port. by others, While this information is believed to be reliable, City of Newport Beach is not responslble for Its accuracy, nor for errOl'"s or omissions which may hove been incorporated Into thE1ee plans 0$ a re$1.1lt. REVIEWED: 7 ::, :0 SCALE: HORIZ: 1 "=20' VERT: 1''=2' (9.80TC) (9.27FL)\ CONSTRUCTION NOTES: CD PROTECT IN PLACE CD © ® ® (J) ® ® SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTEO NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 REMOVE AND INSTALL NEW SEWER CLEANOUT PER CNB STD-406 ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) ADJUST SCE BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS REMOVE AND INSTALL NEW WATER METER BOX AND COVER TO GRADE PER STD-502 (1'') OR 503 (2"). @ REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE @2 ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1") OR 503 (2") @ ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) @ REMOVE EXISTING AND CONSTRUCT AC PATCH BACK PER CNB STD-140 @) REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. SAWCUT AND REMOVE EXISTING PCC PAVEMENT AND CONSTRUCT 8-INCH @ THICK FIBER REINFORCED TYPE Ill PCC PAVEMENT OVER COMPACTED NATIVE PER CNB STD-108. @ ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE PER CNB STD-204. @ REMOVE AND REPLACE DECORATIVE SIDEWALK AND BRICK BANDING, IN KIND. HATCHING LEGEND: [>',:-,:>',::<:~] FULL DEPTH AC SLOT PAVE 1-• _ 1 FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK w<//</l PRIVATE PROPERTY AC PATCH BACK 'ix, 15 8@ 8.2' @®------.-f------J-t-9,~,,, (9.81TC) (9.31 FL) ~ .. I~ ~ ~ / I 9.67TC V, O"CF --ir-----' ,-f-=----'• 1:1/, (9. 76FS), / ,.,. '-" ~ ~I ---111' =F~o~•i•cfF-:'.:::: ... =li; .. -+-rn.--J:• ~r g -ill"L O"CF '\_ ~ (10.09TC) 8_ 1' I\.. _ _§J (9.56FL) ~~ ALLEY APPROACH DETAIL ALLEY APPROACH DETAIL (300-L/22ND ST.) (300-L/23RD ST.) SCALE: 1"=10' SCALE: 1"=10' REVIEWED: DENNIS POSTLER, RCE46106 QA/QC MANAGER 1---+------11----------------------+-----lPATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAl'IN: l-::-=-::::::---t-:--::::::-----t----+----l------------------------1-----IDATE _______ _ CHECKED: DA TE: NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 2Q OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PHASE 3 ALLEY RECONSTRUCTION C-8820-1 ALLEY 300-K FROM STA. 11+30 TO STA. 12+37 8/29/23 30"X30" X 30' FOOTING I I A1' IV "' •• I I . " IV ~ "' ' ' IV "' 11+00 LU ----i: :II ~ :.:· -=' 00 ~ ' . ' . 2 w :r * :<.1 ' Cl) (/ I ~ ~ • cr.i C l M ?:1: :Ji ~ w z -...J :r: (.) ~ ~ 00 o..- M 1-+ w :;::: w :r: ~ Cl) Cl) w w ~ Cl) I 0 0 M it ...J ...J <( ----- r v,f-'o.: I 11"vv. •v PVI Cl , ,f, 11 " u "' > "' o- LVC: 30.00 0"' +.....: -- u > 0 ITT "' -- "' "' ;:: 0 ·v,,.,,u r--. "' +--' -- I ~ "' --' -~ "' "' r--, N r ~ ,;:; '2 -ci -- .0 ---- i - 12 I ' I I I ❖C❖C❖C❖C•c,,,,,c,c,,,c,,,c,c,c,c,c,c,c,c,c,c,c,c,c,c,c,c,c,,,, + . NO - ----- ·- 0 .;- + ci - I ~ "' 0 0"1 0 r--. ffi (D N c.o O)ci "';-oN I+"'"-: NOc-,.Jl'-- i:-,,. 0 ...--...--~ O'l -7., 7%_J "' "' "' ~ -----+ 0 ci -~ ""-,~ 12+00 ------<f---8 EV{J EVLT / @@ Tff"'-""--il""I T11 -,, I \ \ I ·~ ' · .J•'fw. .lfl 9. • ,. • lJ-~~~ U'f " j, • • ..., ~ • i, ..:t' •. 0 ... ~.. ~ r-. >\. -· I I I I "' ,-..: "1 - "' .;- r--. "1 N -=- ~i~~-~•~·~·•~-1.r,. •.,L, , ~ I ..J > ..J ~ w~~ o uwo~ I :it--.,.-_----11-1':.J [Il VJ VJ CD ...._,.. ::}) 12 4 1 1 12 EXISTING TUNNEL LJMITED VERTICAL CLEARANCE (29X2~ :---:: ALLEY300-K (IN FEET) I 1 INCH -20 FEET T ""' • f-..J (/) u / I I . " IV " •• I I . " IV " "' ' ' . " IV " TAIT & ASSOCIATES Since 1964 701 North Parkcenler Drive Santa Ana, CA 92705 p: 714.560.8200 www.tait.com ENGINEERING ENVIRONMENTAL BUILDING LAND Oronge County Socromento Denver San Luis Obispo Riverside Boise »~-- DAVID W. SLOAN, RCE 82595 DATE DOIIOS Atlanta RECORD DRAWINGS These Record Drawings have been prepared based on lnformatlan submitted. rn part, by others. Wt,Ue this Information Is belle\/Cd to be relkJble, City of Newport Beach is not responslble for its occurocy, nor for errors or omissions whlch may how been incorporated Into these plans as a result. REVIEWED: SCALE: HORIZ: 1 "=20' VERT: 1''=2' REVIEWED: CONSTRUCTION NOTES: CD (j) ® @ @ @ @ ® @ @) PROTECT IN PLACE SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 REMOVE AND INSTALL NEW SEWER CLEANOUT PER CNB STD-406 REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING CROSS FALLS REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTH AC SLOT PAVE ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1'') OR 503 (2") ADJUST AT&T BOX/VAULT TO GRADE (BY ASPLUNDH) ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB STD-502 (1") OR 503 (2") REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. 513. EXISTING BUILDING/SURFACE MOUNTED ON GUARD RAIL TO BE PROTECTED AND RE-MOUNTED TO FINAL ALLEY SURFACE. CONTRACTOR TO COORDINATE WITH PROPERTY OWNER TO REPLACE EXISTING AC EQUIPMENT LOADING BERMS LOCATED AT EXISTING DOORS WITH NEW PCC LOADING BERMS. GEOMETRY TO MATCH EXISTING. HATCHING LEGEND: I .. ><'\~ FULL DEPTH AC SLOT PAVE 1. • .. 1 FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK / 7.6' [ PB I (10.12FS) /~,,,--@@ £" (10.20TC) . .,,_ v-!9.65Fll ALLEY APPROACH DETAIL (300-K/23RD ST.} SCALE: 1"=10' DENNIS POSTLER, RCE46106 QA/QC MANAGER 1---+-------11----------------------+-----lPATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAl'IN: l-::-=-:::::---t-:--:::::-----t-----+-----l----------------------1-----IDATE _______ _ CHECKED: DA TE: NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 21 OF 22 R-7029-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PHASE 3 ALLEY RECONSTRUCTION C-8820-1 ALLEY 300-E FROM STA. 10+16 TO STA. 11+00 8/29/23 CONSTRUCTION NOTES: "' ~ 0 ~ "' -;:;- 0 ~ N "' c--r-- ± "' 0 d 0 d 0 0 CD • • d --. ----•• PROTECT IN PLACE -I I --I I __., ----. ------t------___, SAWCUT AND REMOVE EXISTING ALLEY PAVEMENT AND CONSTRUCT 6-INCH • n • n IV IV G) THICK FIBER REINFORCED, TYPE Ill PCC ALLEY PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140, STD-141, AND TYPICAL SECTION ON SHEET 3 n -v v ® ADJUST TELECOM BOX/VAULT TO GRADE (BY ASPLUNDH) REMOVE EXISTING AND CONSTRUCT ALLEY APPROACH PER APPLICABLE (j) PORTIONS OF CNB STD-142 AND PLAN MODIFICATIONS. PROTECT ALL * EXISTING IRRIGATION CROSSINGS WITHIN ALLEY APPROACH. -REMOVE AND REPLACE EXISTING SIDEWALK ( 4" MIN THICKNESS) PER CNB _J C "' I ® STD-180. TRANSITION FINAL LENGTH OF SIDEWALK AT 5% MAX -, ... C 0 ' i=-LONGITUDINALLY FROM ADA COMPLIANT CROSS FALL TO MATCH EXISTING -ui CROSS FALLS d , "' • ' ' ~ ci ± . 0 -ADJUST EXISTING WATER METER BOX AND COVER TO GRADE PER CNB -@ "' + d r--"1 .:..:: STD-502 (1") OR 503 (2") • • . + '--" -•• -' ' \ _/ -0.95% ---0 ' ' --f', C: --. @ -; \. . H REMOVE EXISTING AND CONSTRUCT PCC PATCH BACK PER CNB STD-140 • n rn= ...... • n ,v tt: ,v C ·-. . ® REMOVE AND INSTALL NEW WATER VALVE FRAME AND COVER PER CNB STD. ~· i::::' ,.,., 513. n . n v Cl) -v IU.J LU VJ @ ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE PER CNB STD-204. I c5 ,., ~ [u HATCHING LEGEND: --l <C [>·.'>~'I FULL DEPTH AC SLOT PAVE ·~ -~ ~ N '" -"' " ..,_ 1-I FIBER REINFORCED PCC ALLEY OR PRIVATE PROPERTY PATCH BACK 0 ± r:-0 r--± --" --" ro + -0 0 'c d ---0 ----• • ---, . ' ' V --~ ' ' ~ ,__ -f----• n 1-~ ,v n -V V SCALE: HORIZ: 1"=20' VERT: 1"=2' 10+00 11+00 12+00 30THST. I RECORD DRAWINGS I These Record Drawings have been prepared based on infcrmotlon submitted, rn part. by I (10.~ otherlll. While thilll inh;,nmJtion i1;1 bi:dieved to be reliable, City of Newport Bet1ch i:J not UJ responsible for Its accur<1cy, nor for errors or omissions which may have been incorporated (10.90FS) Into these plans os a result. z (10.30FL)\ I\ >-'• -(~ 10.76FS L..J -_J L..J (10.86TC) ,,_. O"CF °" I !~ >-·..-r.n (.) (10.34FL) ~ 0 . 0 13 I- 10.79Tt d 1 2 9 19 ( 1 X 1) '-"' 0 "1 e;) <C ~ ' + 7 :::J 0 0 ~ O"CF . --°" °" ·ro I! 0 >-' ~' LO :'., -z <( <( <( (Jj-.._ I ;;:: _J _J 0 ...... ~ ~ ~ ~ ~ ,1'~ / ' . I _j . I 0 I-7 + ·-;;. r.n u UJ 10.41FL !I t,-'8.BX 10.71FL • • .. ~ 7 ' J~ "' ' • . :\ .• -'11 . . I. .• . ...... UJ ~ _,.;,/. in • il' . r ,. LO. . I 11+00, I\ •• t, , • ...... @: .., ti-. I -' • ·f-'-. •• • " \ -· • ' tin' <( -' • I-' ,-,' • • Cl) ') ~ O 89TC 4.5' 11-'1 . ' • {10.95FS) ./ . . . --11 . . ,1111ll .t, ... ... • '··· I-CF . / O"CF . ·i.n •WM D I> :r: " I I I UJ ,..., ~'-~ t, u ~'1'1 I Cl) ,,._ .. ro. <( UJ -B 0 ., ~ ~ ~:,, ~ ~ ~ I Se w Cl) /.% ;· °" (l_ Z I ,.·.' . I c.r Bt=: \, (l_ 0 0 ix, 15' <( L..J (9 X19 Ci >' 1 8 °" 9 9 0 :'.".: ~ ~ >-L..J i, ("I) lb (UNK) "-i@l~ :r: -u _J ; >-\10.92TCJ, ,: .ti!% "-<( . ,A, "-L..J >-UJ -:.,-(10.48FL) ' ('-'>I .. L..J L..J _J . r.n 0 7 _J (10.96TC) / V ~ {11.09FS) <C I (10.45FL) I I RET' -CURB -G)--/' ' I C'\I ' ' ALLEY300-E ALLEY APPROACH DETAIL (300-E/30TH ST.) SCALE: 1"=10' +~ REVIEWED: REVIEWED: 701 North Parkcenler Drive Santa Ana, CA 92705 -czti.OfESS/o,t: -~ ij TAIT p: 714.560.8200 ~"~ 11. s/'~ DENNIS POSTLER, RCE46106 PATRICK ARCINIEGA, RCE 70740 www.t□it.com " "' o~., .'!:~"' ~~ QA/QC MANAGER SENIOR CIVIL ENGINEER & ASSOCIATES ENGINEERING ENVIRONMENTAL BUILDING LAND fl No. 82595 i Oronge County Socromento Denver DOIIOS ~ '° T T Since 1964 San Luis Obispo Riverside Boise Atlanta EXPD9-30-2024' » ~--°' ~, DESIGNED: DRAl'IN: ~~ CIVI\, (IN FEET) OFc;,i. DATE 1 INCH -20 FEET DAVID W. SLOAN, RCE 82595 DATE CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET 22 OF 22