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HomeMy WebLinkAboutN2017-0007J �swlve City of Newport Beach *N2017-0007* 100 Civic Center Drive, Newport Beach, CA 92660 ti Permit Counter Phone (949)644-3311 Online Inspection Request - www.newportbeachea.gov / Online Services Permit No:N2017-0007..:; Project No: b Inspection Requests Phone (949)644-3255 Job Address: 1 PUBLIC ROW NB Thomas:Guide: Description : Install 1793 LF of (2) 1-1/4" conduits, (1) 2'x3' vault and (2) 17"x30" vaults on San Joaquin Hills Road between Avocado Avenue and San Miguel Drive and San Miguel Drive at San Joaquin Hills Road. Pavement and concrete restoration per City Standards. Parcel >x SCANNED Legal Desc : - - Owner: CITY OF NEWPORT BEACH Phone: Address COMPLETED Applicant: KEN BROWN -PINNACLE DESIGN GROUP Phone : 760-845-5049 [ Address : 3910 STANFORD DRIVE OCEANSIDE, CA 92056 Special Cond.: Pre -job inspection required. Contractor : HP COMMUNICATIONS INC Phone : 951-471-1919 951-545-4170 Address : 13341 TEMESCAL CANYON ROAD CORONA CA Contractor State Lic: 752762 License Expire: 08 31, 2018 Business License: BT30023414 Business Expire: 05 31. 2017 Workers' Compensation Insurance - - Carrier : OLD REPUBLIC GENERAL INSURANCE Policy No: AICW11171600 W. C. Expire: 07 15, 2017 Permit Processing Fee: $241.00 Sewer Connection : $0.00 Total Fee $3,892.00 Agreement Fee: $0.00 4TT Box Cover: $0.00 Paid : $0.00 Traffic control Plan Check: $351.00 Total Water Meters: $0.00 Balance: $3,892.00 Inspection Fee: $3,300.00 Water Meter Connection : $0.00 Receipt No: f >^ 3c1 Refundable Deposit: $0.00 Total Water Meter Box: $0.00 T� Street Tree Fee : $0.00 Adjustment : $0.00 Processed By: Date:. /_/ Other Department: Date: Utilities Approval : Date : / / Permit Denied Date : Traffic Approval : Date : _/ / Issued Permit: Date : _L/A/ 1_(_ General Services Approval: Date EE FWORKSHEET FOR ENCRO'A MENT"PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPAR+TMENT All Peek ;AM - Nb Ri A#hdbb16: Un/ess'Othervvise Stethd PROJECT TO -DRESS: 77 PERMIT �;Ov0O I pwbtic 'taw NUMBER: 2 APPLICANT: ?�nnoclt t7¢s�9,n �rruu� l• �• I to .Permit Processing Fee: Public Works Only Other Department Agreement Fee: _ Preparation of Report/Agreement Document Recordation •Fee Monitoring Wells Street/Alley/Walk Closure: Traffic Control Plan Check 8-1/2" x 11" 24" x 36" Additional Q Inspection Fee: Qty- $241.00 1 Public Works Field.Inspection $165.00 ?A $275.00 Utilities Field Inspection $121.00 General Services Inspection $165.00 _.Water Quality/Artificial Turf Inspection.- $817.00 $_108.00 $192.001 , Refundable Deposit: TBDe $502:001 Improvements TBD " $65.00Q Newspaper Rack Inspection $108.00 Q $65.00 Sewer Connection Fee . $250.00 $143.010 4TT Box & Cover $64.001 �.__.----��-- �-- ----- ---—r--------- :. bL''LO<VIHNC3,FT09 fZfQI�IRE APP O�IAt;FROM,{I E,; r. Revenue Dnrisian: = 'REVENUE. DIVI 1 :.. • .`,.• <.. � ::�,;r,: ;s;.:; L•• - S•QNRRIOF�'TO•jaA]Y�MEDtT'OF'�PEfS'•�'� -'<�.� App"rcval:,� •<•., ;e. y� �:I . �.• .<' .r 'l •r •.r' ..j • �J. �• j• {.. i`�'.�1.: t - •�: •<:: :�`•�<•: i,, :aye•<�e�e,V!Ity �.I [WafeiMeter'-: lost 'H' {y77on`Chat 'e` 28 b 3��}.`•IU)e2e�`• :r.:•e: ;�.: .r$5Q.Z5 :;:::•<� ;Water;Meter:8azes::•..:,.;:r::'''';. •.,,. ,, :�or.,'a/♦iivay8i .Side�alk'Aiea' jBoz; t Coirer :Cost °'` {: `:$285.00 'r 1%'.Meter:.,13:00; _37:0O:-:;•t,<$50.0 :a:r Meters": 2" 25:0 r_ r, ,r.•:: r. :<:r.. s:,•-r; z•<T�irbine:Mefei: A.� <: t: <. ° �. ,:$84 ..'0 ;;r Fcif•TCafi��C. ifl�eVA_Aeas• �o '+:Eo r=.Cot <..... �3.•AAeter:= ��= �'� �" ''$3;�1D.A0 < •:1`.'•�Aeter:=�'=�3� 0�+:• 8;0 �'<.:a.<_a_, <'<:.• . 4 .,.Meter,..,;.,, $ 0.00 l _ : 2"_:Meter;. 27;00 ;t82_.0U,. _:::.:``• <,,�;.<, $189.00`N . Certificate of Compliance Fee (+100% of My over 3 hrs) $288.00 Development Services Fee (Plan check hourly) $155.00 Final Tract Map Checking Fee $2,488.00 Final Parcel Map Checking Fee - Moderate $2,488.00 Lot Line Adjustment Fee $1,079.00 Park Dedication Fee Zone TBO Street EasemenWacation Fee (+100%oflirtyover4 hrs) $1,022.00 Street Tree Fee ($700 Planting Fee) TBD •-- ------------------------------------------- Qty. Budget Number 5200-5029 5200-5015 5200-5026 5200-5027 5200-5028 405-470 ' _ 5200-5031 030-2284 Engineering Tech: Total Amount Due: For Finance Use Only hod � � 3.44Z _ .--- • -. Permit Specialist Receipt No. f Nserslpbw/sharedlenamacwmsterslep tmrd ow bade masters) Rev. 10/21/20161 eptee3heet.bs4"Sed 1=1=16 - T�F,OR;ENCROACIiMEN.T,�RERMIT ;s :. °• :ITY��OF:IVEW. ®L`ICWOFtKS�DEP.ArRTMENT%''r='+ . • ,.. t<ETE THE :BELOW JNFORMATION. 3ROJECT ADDRESS: M /+A•(L-W 4T4- & V10 } S f} (4 "SD A GN IN 1`I I lLS fZ-12 XTAILED DESCRIPTION OF PROPOSED WORK: E)wIllyo r,Njy l v(-) ' /1,,T" M4NH uL4 t P K1NC-7 ,ALDN(-) SAm 304- "i r/ U 1 u-S 1ZD -T0 tW 01He,- L tr-Ti T mrN HaLf GN L rL19 70 T 0 ST& -I- C a IV NIT f R Oft F0 rL APPLICANT: pruvt./ Phone: -76 u TLK 570 Gt f Email Address: V-6-r+ U4WY-p P1n1 Vft -LC —31C, G2Q(AP TNV- rA Mailing Address: City/State/Zip: WO ST W R9Ko Dit- I G L0 n4 t f! F CA q qa 5 -4 OWNER: Phone: Email Address: Mailing Address: City/State/Zip: ALL'CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE CONTRACTOR: kI' Office Phone: q S) 577) = 19-00 Company (if different): Jobsite Phone: `'1 51 - 4 S 3 - 1t04 4 Other Phone: Email Address: M LP14 6C. HA14 CP H P Gay'^ A-1 c- Cdar Mailing Address: 1334—C MC--Sc L A an/ IaP City/State/Zip: C(irtaern �883 State License Number & Class: 57t1149L Expires: X-31-IY City Business License Number: t3T30013c{)y Expires: r-31-17 WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) lCompany: 6LO U4NVl LJ L N -rLg1- T Policy No: 1 (X�r 1111166 0 Expires: -1 S - I LNs mVbwMareWen wdVmasWWer shmL)ds N20il --00a1 Public Works Department 949-644-3311 100 Civic Center Drive, Newport Beach, CA 92660 City of Newport Beach Newport Beach Police Dispatch Public Works Department Phone:949-644-3717 Phone:949-644-3311 Fax:949-644-3318 CP.PLI_C>ATION F,O_R TtEMP�ORARERUNS IDEWXff@ S.E OR DU PM SEER P.LACEMENT� City of Newport Beach Municipal Code 12.62.010 Permit for Temporary Street Closure APPLICANT INFORMATION Name: lC (N � eb Lr�/ CompanyName: PI MA!(KLti 17C—iI(7N C-,2eWP City of Newport ea Business cerise o. Address: Al U STD r0 rto N2 �FT'i002341 q city/zip: 6CCA(-51r7if— Phone: 760 345 5641 email:144W (�94!v MOW*L-EnESIl* farrrwo - t".orA Exact Location of Encroachment: 04011V NIL -Ls MO %#\ Md-CMLIRIM.. (UYV -i o SAID MiC,uEL (Use street address or approximate number of feet from nearest intersection) Reason for Encroachment: NA /vc? r-w- TC-L-GCe'M nntAni t Lii---,1l Prj5 10 (N S'T4L L (b l t Franchised Hauler or Dumpster Company Name: IT* Size: Date Use to Begin: i` 11 �I l _gate Use to End: 1 (20111 l(44 ximum 14 Days) Time of Closure: 00 &ft► to 3:00 M DIAGRAM LOCATION OF ENCROACHMENT BELOW: 7 Newport Beach Police Department 949 644-3717 Q A copy of this permit must be visible on the dash of each vehicle authorized to park in reserved parking spots. The applicant is responsible for notifying Police Dispatch o any road closure, detour, or reserved parking. See reverse side of this permit for regulations covering use of this permit. ADDITIONAL CONDITIONS OF APPROVAL FOR THIS PERMIT ARE AS FOLLOWS: CITY RESERVES THE RIGHT TO REVOKE OR MODIFY CONDITIONS AT ANY TIME 1, (Permitee) hereby certify the information provided is true and correct, and I agree to comply with the terms and For Finance Use Only conditions on the front and back of this permit. Permitee guarantees to indemnify and hold the City of Newport Beach ha I ss a 1 any claims, liability, or judgments for damages arising out of permitee's activities. X — T `ti Date: .Reviewed by: >1 Date: Approved by: _ f5& Date: ( Se Permit Fee: $ scP %Aug - 000A Receipt No: F. U34rW6W%ShuedWMSTERSISTREET CLOSURE MASTERS(Temp Stml Clomp A licaftLAsistmit 144PP� . y T", gam. SIN M Zo 1y - oCOO, 7 s o A o.H qv 141 L t, s R 1> A (b W50 *ICXCAVA- r to 84 rw 4FG:ti Avo &*-o o la $4swo 1,4 "&. DR. 1 /17 /1-7 Inspector: V Date: ( / = Oy A Time: AM PM Comments: Gt 1 L (90 Pew-) 4 G r-, vlA.'✓i 13 v., Al Avo G,- a o 4 we jg e- •4 t%AAf - 4EL)s (-Ay-dwE e4=C= P t T'4 'AA)" O 0 12 h C� � I S 712CA r-t ti %d S' t-1 C-otii e E.a o P ,4A J 10A Jgk lAJ. ij-t "G jr-o j . i4.&a gn! Pe O ro sa or SJ Y jw 30p r r 0NL y F'1Users\PBW1Shared\ENCROACH\MAS 7ERS\FORMS\I nsneclorSheet.doc REPT131. Run Id: 4018 a 3 of .New ,o`'rt'" ' 1 �io�� 'C,itY p Beach Page a.of 10 4:31:06PM IN SP150 Daily Inspection Renu`est Report r Requested Inspection Date . 01;/1(8/2017' •- i Inspection Type : ENCROACH Inspection_ Aria: PW' " - Site Address : 1 PUBLIC ROW Activity : N2017-0007 SubTy�pe : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: KEN BROWN -PINNACLE DESIGN GROUP Phone : 760-845-5049 Description Install. 1793 LF of (2) 1-1 /4" conduits, (1) 2'x3' vault and (2) 17'-'•xX' vaults on San Joaquin Hills Road between Avocado Avenue and San Miguel Drive and San Miguel Drive at San Joaquin Hills. Road. Pavement and concrete restoration peg City Standards. Item: 10050 EXCAVATION- PW Requested Time: 1/1.8/2017 12:00:00AM Entered By: NBIVR C.omments: NP Requestor: NBIVR 5628834831 Assigned to: Inspector: J \! Date: I 17 Time: d' CQ r PM Comments: ; PO-V-C Te--N 4IL rL.#ti iwrO ,4 O2-CW4&, w/ a'.-N' f Go y Oc*7yq!> w o fit- or wlAacAg->M1w—,e n Arc r`P TN4L6: _ n • - 'l. .1 'F:\Oseis\PB\ i \Shared\ENCROACH\MASTERS\FORIVS\IhsoectorSheel.doc m... 'T.i r' •� +•�''�3.irL.,',..jpn. �•: ./ �1•/L:-e�'1r'�t'd.:"�'.S. __,2— i'_'!l l .K�'�v.rti:_ ivl..•�"�Y[�' 7.• 'S/4M J04QN 14 141t1s Qp NP � odsv • - pw --jA, Ic- - sue? - a83 - #971 Inspector: �I V Date: / o 7 Time: /�:"_OM PM Comments: w16 r 4!G r,.w/vt�.4G�1��c OAl t- i ed TF�o r ' 4 0ti J !� i2,17 O N A I N U t? 4 S It 3 L V � � I w'r•� fiy i3o �•ritil� � d- rl � i � v7 1� �w � (� 2 . � 3 • . F:\Users\PBW\Shared\ENCROACHkMASTERS\FORMS\InspectorSheet.doc REPT131.� Run Id: 4018 f ` 'IA.012017 City of .Newport Beach Page 2 of 11 • 4:30:59PM - INSP150 - Daily Inspection Request Report Requested Inspection Date: 01/31/2017 Inspection Type: ENCROACH Inspection Area: PW sup Aaares$ s 1;PUBLIC ROW Activity : N2017-0007 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: KEN BROWN -PINNACLE DESIGN GROUP Phone : 760-845-5049 Description : Install 1793 LF of (2) 1-1/4" conduits, (1) 2'x3' vault and (2) 17"1 vaults on San Joaquin Hills Road between Avocado Avenue and San Miguel Drive and San Miguel Drive at San Joaquin Hills Road, Pavement and concrete restoration per City :Standards. Item: 10050 EXCAVATION- PW Requested Time: 1/31/2017 12:00:OOAM Requestor: NBIVR Entered By: NBIVR Comments: NP Assigned to Inspector: l/ Date: ! 3 ! 17 Time: PM Comments: 4lL = �c-Rc� Btxvvo t� OE A4-A- G &I L L F�Users\PBW�Shared%ENCROACHIMASTERS\FORMS\I�soectorSheet.docPBw�Sha�ed%ENCROACHIMASTERS\FORMS\I�soectorSheet.doc Reffl® REPT131. Run Id: 4018 1,13112017 City of Newport Beach Page 1 of 6 .4:30:09PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 02/01/2017 Inspection Type: ENCROACH Inspection Area: PW SiteAdd-- 1 PUBLIC ROW 0F./0Information: Activity : N2017-0007 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: KEN BROWN -PINNACLE DESIGN GROUP Phone : 760-845-5049 Description : Install 1793 LF of (2) 1-1/4" conduits, (1) 2'x3' vault and (2) 17"x3O" vaults on San Joaquin Hills Road between Avocado Avenue and San Miguel Drive and San Miguel Drive at San Joaquin Hills Road. Pavement and concrete restoration per City Standards. Requested Inspections) Item: 10050 EXCAVATION- PW Requested Time: 2/1/2017 12:00:OOAM Requestor: NBIVR Entered By: NBIVR Comments: NP Assigned to: Inspector: Date: //7 Time: A"M 91 rkrc AY-19- , Comments: 1% • — I- N ill alma AVOW- d w e'j 2 fl IA-"76 2 . �slr' J F V 6 k-0 A IN �O °yI'_e7_&B C JPz��QareE ON �I tF Q17 LOO haze, 12) ON 5/ #_ 1-19 F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet.doc N. A4_=P REPT131. Run Id: 4018 2n/267 City of Newport Beach Page 2 of 5 .4:30:30PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 02/02/2017 Inspection Type: ENCROACH Inspection Area: PW RI IC RQN Activity : N2017-0007 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: KEN BROWN -PINNACLE DESIGN GROUP Phone : 760-845-5049 Description : Install 1793 LF of (2) 1-1/4" conduits, (1) 2'x3' vault and (2) 17"x3O" vaults on San Joaquin Hills Road between Avocado Avenue and San Miguel Drive and San Miguel Drive at San Joaquin Hills Road. Pavement and concrete restoration per City Standards. Item: 10050 EXCAVATION- PW Requested Time: 2/2/2017 12:00:OOAM Requestor: NBIVR Entered By: NBIVR G I 1 — Comments: NP !. Assigned to: Inspector: �\/ Date: Time: I '• I �AM M Comments: .S PO !L C- ty G / ` e PO4-i- Z�uc --Q-°"Vn 141 :r 5 w Co a N 6FIZ opr J 4-rz 0 fia P\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheel doc REPT131. Run Id: 4018 '21VZ017 City of Newport Beach Page I of 4 +a:30:59PM INSPI60 - Daily Inspection Request Report Requested Inspection Date: 02/03/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW Activity : N2017-0007 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: KEN BROWN -PINNACLE DESIGN GROUP Phone : 760-845-5049- Description : Install 1793 LF of (2) 1-1/4" conduits, (1) 2'x3' vault and (2) 17"x30" vaults on San Joaquin Hills Road between Avocado Avenue and San Miguel Drive and San Miguel Drive at San Joaquin Hills Road. Pavement and concrete restoration per City Standards. Item: 10050 EXCAVATION- PW Requested Time: 2/3/2017 12:00:OOAM Requestor: NBIVR Entered By: NBIVR Comments: NP Assigned to: I Inspector: Date: I v Time: IV 3 AM PM Comments: Fol2 ;qA Div OF 4 4 r- /> CVO G �'�O � /1'0'9 • �./�ercpr i3o ,L Mr 40 LE t p 4 Af'� wl S, f ,e.�r� div — S �7-'r- Str- - o G-7 e F:\Users\PBVIAShared\ENCROACH\MASTERS\FORMS\InspectorSheet.do •REPT131. Run Id: 4018 4 S�►!U JoA6?�l�N !{11�5 NP At Inspector:y `/ Date: ZIt 7 Time: 3 A PM Comments: F:\Users%PBlMShared%E NCROACH\MASTE RS\FORMS\InsoectorSheel.doc REPT131. Run Id: 4018 1 7rs/2017 City of Newport Beach Page 1 of 4 1 4:31:01PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 02/07/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW A/P/D Information• Activity : N2017-0007 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone • APPLICANT: KEN BROWN -PINNACLE DESIGN GROUP Phone : 760-845-5049 Description : Install 1793 LF of (2) 1-1/4" conduits, (1) 2'x3' vault and (2) 17"x3O" vaults on San Joaquin Hills Road between Avocado Avenue and San Miguel Drive and San Miguel Drive at San Joaquin Hills Road. Pavement and concrete restoration per City Standards. Item: - / 0 110 — LONG PV Requested Time: 2/7/2017 12:00:OOAM Requestor: NBIVR Entered By: NBIVR L' /w, jow �2 Comments: NP v/ G _ _ _ •7 Assigned to: J ES S ' � �S' �ZZ 8 2 Inspector: Jy Date: 2 ? / '7 Time: 9 : !V - PM Comments: I�il'�IEGS d�V �Sl d� �-� !� ET�✓t6-.tJ �A.c ��e�'j¢ir.� , ti 4-n/ syl �ti ti-az . pa2K, !Le_� zaa —Z 'F:\Users\PB\MShared\ENCROACH\MASTERS\FORMS\InsoectorSheet doc REPT131. Run Id: 4018 ti7/2017 4:30:57PM City of Newport Beach INSP150 - Daily Inspection Request Report Requested Inspection Date: 02/08/2017 Inspection Type : -ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW Activity: N2017-0007 SubType : NEW Status : APPROVED Page 1 of 6 OWNER: CITY OF NEWPORT BEACH Phone APPLICANT: KEN BROWN -PINNACLE DESIGN GROUP Phone : 760-845-5049 Description : Install 1793 LF of (2) 1-1 /4" conduits, (1) 2'x3' vault and (2) 17"x3O" vaults on San Joaquin Hills Road between Avocado Avenue and San Miguel Drive and San Miguel Drive at San Joaquin Hills Road. Pavement and concrete restoration per City Standards. Item: 10050 EXCAVATION- PW Requested Time: 2/8/2017 12:00:OOAM �• Requestor: NBIVR Entered By: NBIVR Comments: NP Assigned to: Inspector: Date: d Time: 7-ems AM,, Comments: G r✓% /L .' ,��/L�%LA�To,� eF-x Sf A) G" f ti 14'411 L / N I*X_ S��r7oN _ GrsW wr 10 �"" ,e- %! AbAd ft F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc REPT131. Run Id: 4018 �3 �/2/912017 City of Newport Beach Page 3 of s 4:30:40PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 02/10/2017 Inspection Type : ENCROACH Inspection Area : PW Site Address : 1 PUBLIC ROW A/P/D Information• Activity : N2017-0007 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone APPLICANT: KEN BROWN -PINNACLE DESIGN GROUP Phone : 760-845-5049 Description : Install 1793 LF of (2) 1-1/4" conduits, (1) 2'x3' vault and (2) 17" x30" vaults on San Joaquin Hills Road between Avocado Avenue and San Miguel Drive and San Miguel Drive at San Joaquin Hills Road. Pavement and concrete restoration per City Standards. Item: 10050 EXCAVATION- PW Requested Time: 2/10/2017 12:00:OOAM Requestor: NBIVR Entered By: NBIVR Comments: NP Assigned to: Inspector: 11 y Date: 2 10 Time: i30 AM(j J Comments: ► .. F:\Users\PBW1Shared%ENCROACHIMASTERS\FORMS\InsoectorSheet doc REPT131. Run Id: 4018 1/3/2022 City of Newport Beach Page 5 of 20 6:30:50AM INSP150 - Daily Inspection Request Report Requested Inspection Date: 01/03/2022 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW Activity • N2017-0007 SubType Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: KEN BROWN -PINNACLE DESIGN GROUP Phone : 760-845-5049 Description : Install 1793 LF of (2) 1-1/4" conduits, (1) 2'x3' vault and (2) 17•00" vaults on San Joaquin Hills Road between Avocado Avenue and San Miguel Drive and San Miguel Drive at San Joaquin Hills Road. Pavement and concrete restoration per Citv Standards. Item: 10250 FINAL - PW Requested Time: 1/3/2022 12:00:OOAM Requestor: WEBUSER Entered By: WEBUSER Iwo Comments: 'ANY-' Assigned to: 77777777777� � � of / �j -)w11-- 000-7 I( oSP �� s�ti c/o SPN� P 9Q) s o o w GPI w U o S�ti w z o� SITE LOCATION PJ�v SAN M�GUEL DR o° GP �o P SAN MIGUE� DR � c_ ),Ac/F/ V/e �o v W DR m� Q� 2 N.T.S. VICINITY MAP - EXISTING CENTERLINE - EXISTING PROPERTY LINE EXISTING RIGHT OF WAY -t -- - - - EXISTING CURB & GUTTER EXISTING SUBDIVISION BOUNDARY -S - EXISTING STORM DRAIN - EXISTING WATER - EXISTING WATER LATERAL - EXISTING SEWER -`. EXISTING SEWER LATERAL SHEET INDEX TITLE SHEET SHEET 1 OF 4 DETAILS SHEET 2 OF 4 IMPROVEMENT PLANS SHEET 3 OF 4 IMPROVEMENT PLANS SHEET 4 OF 4 PROPOSED IMPROVEMENTS a PROPOSED 2' X 3' VAULT, STANDARD (PVT) C3 PROPOSED 17" X 30" HANDHOLE 1 3' X 5' BORE PIT PCC SIDEWALK REMOVE & REPLACE UNDERGROUND CONDUIT DIRECTIONAL BORING X CONDUIT COUNT FOOTAGE TOTALS ASPHALT TRENCH 0' PUNCH THRU 0' DIRT TRENCH 19' BORE 1737' TOTAL 1756' R&R SIDEWALK TOTAL 242 SQ FT NOTE: WILCON WILL OWN FIBER AND CONDUIT INSTALLED BY HP COMMUNICATIONS - EXISTING ELECTRIC EXISTING FIRE HYDRANT EXISTING TELEPHONE EXISTING CURB RAMP EXISTING GAS x' EXISTING SERVICE POLE EXISTING GAS LATERAL EXISTING MONO POLE GUARDEXISTING RAIL/FENCE EXISTING MANHOLE EXISTING CATV EXISTING CABINET EXISTING OIL/FUEL EXISTING GAS VALVE - EXISTING TRAFFIC LOOPS EXISTING WATER VALVE EXISTING UNKNOWN UTILITY/FACILTIES -- -; j- EXISTING STREET LIGHT - EXISTING RAIL ROAD TRACKS EXISTING SIGNAL J EXISTING HANDHOLE AULT PREPARED BY: y pmvN/'NClE "D SiGN GROUP-, 3910 STANFORD DR OCEANSIDE, CA 92056 (760) 845-5049 EXISTING BUSH w. EXISTING TREE Ci EXISTING TRANSFORMER EXISTING PEDESTAL EXISTING MONUMENT CLI ENGINEERING SERVICES DEPARTMENT RIGHT-OF-WAY CONSTRUCTION PERMIT STANDARD CONDITIONS 1. A CONSTRUCTION PERMIT IS REQUIRED FOR ALL CONTRACTORS PERFORMING ANY OF THE WORK SHOWN ON THIS PLAN. A PERMIT WILL BE ISSUED ONLY TO THE CONTRACTOR WHO IS TO PERFORM THE WORK. THE PERMITTEE SHALL GIVE AT LEAST 48 HOURS NOTICE PRIOR TO COMMENCING THE WORK. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES HAVING FACILITIES WITHIN THE WORK AREA AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY SERVICES CALL UNDERGROUND DIG ALERT AT 800-422-4133. 4. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OF FEDERAL REGULATIONS. SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, TO TREES OR TO ANY EXISTING STRUCTURE WHERE EXCAVATIONS ARE MADE UNDER SEVERE WATER CONDITIONS. THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING. 5. WHEN AN EXISTING ASPHALT STREET IS CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE CITY REPRESENTATIVE BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH CITY STANDARDS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY: DOWN MACHINE. 6. ALL DAMAGED EXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 7. ALL REQUIRED WATER FACILITIES INCLUDING FIRE HYDRANTS AND APPURTENANCES SHALL BE ACCESSIBLE AND FULLY OPERATIONAL PRIOR TO CONSTRUCTING ANY PERMANENT STRUCTURE USING COMBUSTIBLE MATERIALS. 8. ALL UTILITY SERVICE LINES SHALL HAVE A LOCATION IDENTITY MARKING ON TOP OF THE CURB. 9. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 10. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND A COPY OF THE ENCROACHMENT PERMIT ON THE JOB SITE DURING WORKING OPERATIONS. 11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS. 12. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO PAVING, UTILITIES, STREET STRIPING, LANDSCAPING AND SIGNS. 13. ONE SACK SLURRY BACKFILL SHALL BE USED FOR ALL TRENCH CROSSINGS OF STREETS AND ALL TRENCHES WITHIN ALLEYS. 14. SURVEY MONUMENTS OR ACCESSORIES TO THE SAME (TIE POINTS) SHALL BE PRESERVED, REFERENCED AND/OR REPLACED PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, OF THE STATE OF CALIFORNIA. 15. ALL SHRUBS, PLANTS, OR TREES THAT HAVE fIP CONIMUNICA 3'IMS. his , 13341 Temeseal CANYON RD. Corona. CA. 92883 OFF'ICE: 951- 572-1200 CALL 811 CALL AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT TICKET # BEEN DAMAGED DURING THE COURSE OF WORK, SHALL BE REPLANTED OR REPLACED AS TO RESTORE THE WORK SITE TO ITS ORIGINAL CONDITION. 16. IF DURING CONSTRUCTION, A TRAFFIC DETECTOR LOOP IS TO BE CUT, NOTICE TO BE PROVIDED TO THE CITY TRAFFIC ENGINEERING DEPARTMENT 2 WORKING DAYS PRIOR TO CUTTING THE LOOP. LOOP MUST BE REPAIRED WITHIN 5 CALENDAR DAYS. 17. ALL USA MARKINGS SHALL BE REMOVED WITHIN 24 HOURS OF COMPLETION OF WORK. 18. CONTRACTOR AGREES THAT HE/SHE SHALI_. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHA! .1- DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, WITH EXCEPTION FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT OR THE ENGINEER. EROSION AND SEDIMENT CONTROL NOTES: 1. THE CONTRACTOR, PERMITTEE OR OWNER SHALL BE RESPONSIBLE FOR THE INSPECTION, MODIFICATION AND PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID DEVICES, THE CITY ENGINEEf. MAY CAUSE EMERGENCY MAINTENANCE WG;='r% TO BE DONE TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY, THE COS-1- (INCLUDING AN INITIAL MOBILIZATION AMOUNT) OF WHICH SHALL BE CHARGED 1`;r THE OWNER 2. ALL EROSION CONTROL MEASURES REQUIRL,JL' TO RETAIN SEDIMENT ON -SITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED DURING THE INITIAL CONSTRUCTION PHASE OF THE PROJECT.' 3. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. TOPSOIL SHALL 'B'E `S��)`C'KPILED TO THE. EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. 5. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PLANS, SHALL BE AVAILABLE ON -SITE AND STOCKPILED AT CONVENIENT LOCATION`)' TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STAND-BY CP.FW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 6. A GRAVEL BAG SILT BASIN OR TRAP S!lA►_- BE PROVIDED AT EVERY STORM DRAIN INLr:T TO PREVENT SEDIMENT FROM ENTERING TI'E STC R M DRAIN SYSTEM. 7. AT ALL TIMES, THE PROPERTY SHALL E?E MAINTAINED AND/OR WATERED TO PRE�(ENT WINDL CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST EAL: FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. 8. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASIS TO CONTROL EROSION. WATERING SHALL NOT BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 9. APPROVAL OF THE GRADING PLAN DOES NOT APPLY TO UTILITY CONSTRUCTION. UTILITY CONSTRUCTION SHALL NOT BEGIN UNTIL APPROVAL BY THE CITY ENGINEER. 10. THE OWNER/DEVELOPER SHALL PROVIDE ANY ADDITIONAL DUST ABATEMENT AND EROSION CONTROL MEASURES DEEMED NECESSARY BY THE CITY, SHOULD CONDITIONS MERIT THEM. 11. TEMPORARY FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION LIMITS AS SHOWN ON THE APPROVED EROSION CONTROL PLAN, TO PREVENT GRADING ON PROPERTY NOT OWNED BY THE DEVELOPER. IN ADDITION, THE CITY MAY REQUIRE ADDITIONAL TEMPORARY FENCES IF FIELD CONDITIONS SO MERIT THEM. 12. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURE MAY BE REQUIRED OF THE OWNER AND HIS OR HER AGENTS DUE TO UNFORESEEN EROSION PROBLEM OR IF THE PROPOSED EROSION CONTROL MEASURES DO NOT FUNCTION AS INTENDED. THE REQUIREMENTS OF THIS EROSION CONTROL PLAN AND THE OBLIGATION OF' THE LANDOWNER SHALL RUN WITH THE LAND UNTIL SUCH TIME AS THE EROSION CONTROL. PLAN IS PROPERLY COMPLETED, OFFICIALLY MODIFIED OR VOIDED. 13. INSPECTION REPORTS SHALL BE KEPT ON -SITE AND MADE AVAILABLE AT ALI_ TIMES FOR CITY REVIEW. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED. 14. THE CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL SYSTEMS SHALL BE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED EROSION CONTROL PLAN. CALIFORNIA STATE CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2013 CALIFORNIA BUILDING CODES WHICH ADOPTS THE 2013 UBC, 2013 UMC, 2013 UPC AND THE 2013 NEC. - CALIFORNIA ADMINISTRATIVE CODE (INCLUDING TITLES 24 & 25) 2013 - BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA) - 2013 CALIFORNIA PLUMBING CODE - 2013 CALIFORNIA MECHANICAL CODE - 2013 LOCAL BUILDING CODE -- ANSI/EIA-222-F LIFE SAFETY CODE NFPA-101 - 2013 CALIFORNIA ELECTRICAL CODE COVER SHEET ADDRESS MACARTHUR BLVD & SAN JOAQUIN HILLS RD T'T KIAAAG nl-. + Rt.,n R,�;I l InpAwm ny. Len SHEET NO 01 TOTAL SHEETS 4 M BORE PIT & RECEIVER PIT DETAIL DIRECTIONAL BORE METHOD CROSS SECTION PUNCH THRU CURB & GUTTER DIRT TRENCH DETAIL (TYPICAL SECTION: N.T.S.) (TYPICAL SECTION: N.T.S.) (TYPICAL N.T.S.) (TYPICAL SECTION: N.T.S.) BORE PITS FINAL GRADE/GUTTER LINE ORIGINAL BACKFILL CONCRETE CURB AND GUTTER MATERIAL GRADE GRADE UNDISTURBED _4. j ASPHALT EARTH SIDEWALK/GRASS 'E:• .. _ 6 ' ' MIN. COVER . . i 1 _ Dc.:F TH ACTUAL. BORE: 3 tfi MIS UNDISTURBED EARTH 36" MIN. _ `: DEPTH WILL MEET FIELD CONDITIONS ROCK (2) 1 —1 /4" CONDUITS a ''.. _:•- _ _ m a = = _ = r •---�--12" MIN a III —III —III —III-I _ _ _ II " - -.;^'.:a• ., "i _ c . n 4 n d III—III—III=III - (2) 1-1/4 CONDUITS =I (=I I=I I=I I=III=I I III=III=III=III (2) 1 —1 /4" CONDUITS T4" MIN. BORE DIRECTION 3' X 5' 3' X 5' III=III=III=III=III=III=I I I I=) I=I (=I RECEIVER ORIGINATOR BORE DRILL AS PER : _ . PROPOSED CONDUIT I=III=I I=I -I I=I I =I I III —III -I I -III -I FIELD CONDITIONS UNDISTURBED SOIL INSTALLATION NOTES: - BACKFILL WITH NATIVE SOIL FROM THE TRENCH. DETAIL: 1 DETAIL: 2 DETAIL: 3 DETAIL: 4 — No ROCKS ARE TO BE WITHIN 12" OF PVC CONDUIT. 2436 FRP SERIES f TIER 15 CONNECTION HANDHOLE TYPICAL MANHOLE CONNECTION BORE UNDER CULVERT (N.T.S.) (FLUSH MOUNT) (PRIVATE) (TYPICAL SECTION: N.T.S.) (TYPICAL SECTION: N.T.S.) (N.T.S.) TOP VIEW COVER VIEW BOLT HOLE LIFT PINS �• NON SKID IDENTIFICATION GROUND ROD INSTALLATION o(NAME) "} AT&T MANHOLE 2 „ TOP VIEW #5 COPPER CLAD + --I 4- I MARKING GROUND ROD BULB ANGLE 11NLET PER 2 (5/8" X 8") ' LIFTING EYE BAREN Cu GROUND EXISTING GROUND STD-300—L OR 301—L BOLT HOLE CONDUCTOR �� MH 10" C.F. Cu GROUND CLAMP 4 PVC SLEEVE EXTENDING - �� � 4:, SIDE VIEW — — — — a ;�.— �-32 3, � � FCI No.GBL3-T8, 12" BEYOND MANHOLE (PVT) I �` 35 1 /4" TYCO No. 83749-1, r~-- - 38' --�CP%MOEB005�,MAITXk(IN POLYMER OR EQUAL 1 2 4 [[�208REDa) RING 6" STACKING CUT—AWAYVIEW (-y'M�„ GRAVEL ,— — — — — — _ RECESSES (X2) HARDWARE DETAIL 3/8 SS HEX rr III— I t _ ro HEW WLLT #5 COPPER CLAD 15" RCP I III=III I rr SLOPE VARIES=1 11 I- -12' Tf III _ 6 I-111-11 FE1 1=1 I I=1 i I=I I I- I I -I I MITI=1 I I tS"/2a"/3o"/3s"/48" GROUND ROD (5/8" X 8') 1 I -I I1 I=1 I=T=I I%I I �T�I I �il! I1=1 I I— I II I I �I 1 1/e• ® WASHER I ` I=(IIII=III_-1 I FI I ) 11=I I �1 I F_=I I II --1—I9 =_�=_1—T}"T_1 11=jTj 1 I—�1 11—III—III—III—III—III =1 11— HANDHOLE END VIEW SIDE VIEW FRP BODY LANGE REINFORCEMENTS CAL COVER FEATURES: (2) 1 — 1 /4" CONDUITS * PW - 10,400 LBS. WHEEL LOAD ON 10" X 10" PLATE. * APPROX. WT. = 72 LBS. * POLYMER CONCRETE * ONE PIECE COVER * FOUR BOLT DOWN * COLOR: CONCRETE GREY PART NO. 2436 FRP SERIES Mml/.11 Ente17)rrses NON — SKID SURFACE CONTRACTOR WILL BE RESPONSIBLE TO RESEAL ALL MANHOLES TO BODY: FRP COVER: POLYMER CONCRETE * LID TO HAVE H-20 TRAFFIC ISO 9DDRUM REGISTERED FIRM WEIGHT 215-350 LBS TOLERANCE + — 1 8 ANSI/SCTE 77 201 OuEST FORUM / TI9DOO REGISTERED LOAD FRICTION COEFFICIENT TO BE CURRENT TELECOM CARRIER GUIDELINES AND SPECIFICATIONS. OCTOBER 17 2014 ILE 2436 FRP SERIES TIER 15 RATED 0.5 OR MORE DETAIL: 5 IS PRODUCT DESIGN IS THE SOLE PROPERTY OF MARTIN ENTERPRISES, bjSTHIS DESIGN IS PREMISSION Is GRANTED By MARB DETAIL: 6 DETAIL: 7 DETAIL: 8 I i —qEXISTING CENTERLINE - - EXISTING ELECTRIC EXISTING FIRE HYDRANT EXISTING HANDHOLE AULT PREPARED BY: CLIENT: REVISIONS SEAL: SHEET TITLE SHEET NO —� EXISTING PROPERTY LINE EXISTING TELEPHONE EXISTING CURB RAMP EXISTING BUSH 1 DESCRIPTION: BY: DATE: D ETAI LS EXISTING RIGHT OF WAY EXISTING GAS EXISTING SERVICE POLE z• EXISTING TREE _ DICULVERT DETAIL ROW LINE TYPE KB 2-9-16 :.F�;:------- EXISTING CURB & GUTTER EXISTING GAS LATERAL EXISTING MONO POLE l _• SITE ADDRESS EXISTING TRANSFORMER t11�coAlrtt lt(_:�lto�.�.11 MACARTHUR BLVD & SAN JOAQUIN HILLS RD EXISTING SUBDIVISION BOUNDARY -- ---- EXISTING GUARD RAIL/FENCE EXISTING MANHOLE ® EXISTING PEDESTAL` L, 13341 Temeseal CANYON RD. CALL ` 811 �U--- 02 EXISTING STORM DRAIN EXISTING CATV EXISTING CABINET EXISTING MONUMENT 3910 STANFORD DR -` • corona, CA. 92883572— PROJECT NAME: Newport Ring 2-N w Build DRAWN Y: K EXISTING WATER EXISTING OIL/FUEL EXISTING GAS VALVE H�NN A} E OCEANSIDE, CA 92056 q..."" Ok'E'ICE: 85i-572--1200 "� <<v CALL AT LEAST TWO DAYS PROJECT NUMBER: Mac rthur&SanJoa uinHills CHECKED BY: KB TOTAL SHEETS EXISTING WATER LATERAL EXISTING TRAFFIC LOOPS " EXISTING WATER VALVE ,� (760) 845-5049 ' BEFORE YOU DiG PROJECT MANAGER: RA PH 0 OA DATE: 1 1- 1-16 f ESIGNGROU-- �^trOR -- EXISTING SEWER EXISTING UNKNOWN UTILITY/FACILTIES EXISTING STREET LIGHT UNDERGROUND SERVICE ALERT JURISDICTION: NEWPORT BEACH CA 4— EXISTING SEWER LATERAL — EXISTING RAIL ROAD TRACKS EXISTING SIGNAL TICKET# T.B. 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