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HomeMy WebLinkAboutMETER ADDRESSING11111111lill lill IIIII 11111I `NEW FILE` P/S2—PN3/BC12 (TYPICAL) CLEARANCE. REQUIREMENTS: 3' min. on all sides PED CP YJ LV to 30$g-(6615 i�- pcs� zyov: by O x U _l..WSI`AtLL NEW GATV ikOTEk PeT>EbTP L. F012- e)ACK UP t3Et}tNi7 Sl�j�tJrtt.t� COX COX o� C❑MMUNICATI❑NS TB# lq, 3 BRAVN Bri A STREET: PELICtgM j Pl)- tcOT CITYa EWpDRr I n RWM no. CT)A�, . iJ1653B Ira sift o n„, , 1 a, ♦ ....fyi„ f #O.. , yam"" � „e• may, u — a n _ ! y 4 id ` ;7 ,!'�. rqA '-t41 t '" �.} • � i afire.. Y TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 OWCT RDRI'4 MMJ A Cd1sR1 M FM i CONDUIT x cam n unx. e o "R ni F, S5END'' BE--C/fi VX6VD6 byeMOW209 s16'' m-]• .) 3x-xN.C-1]IW B] z/m 007 " e 146 NL1 Na M nNMI � vsssen0 ex i wLT ixuuToxO®� s �'q.r. 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I-]• owMa sin We ememm ws ED L N���E '5& J Service 1STAig hti n'g j Electrical ° Repair • Maintenance Seaward and PCH JO Morning Canyon and PCH q�a� � ,l5 16590 Aston Street • Irvine, CA 92606 • (949) 336.4336 • FAX (949) 336-4337 • www.serviceistllghting.com • Lic. #877805 Marrelli, Marina From: Marrelli, Marina Sent: Wednesday, July 20, 2011 7:53 AM To: Marrelli, Marina Subject: Bus Shelter Addresses (5600(BS)E Coast Hwy; 2804(BS)Jamboree Rd) From: Marrelli, Marina Sent: Wednesday,'July 20, 2011 7:51 AM To: 'Nick Martin' Subject: RE: Bus Shelter Addresses Hi Nick, Thanks for the information That address will be 5600 (BS) East Coast Hwy I didn't mention it before, but please include the (BS) in the address when pulling permits and for identifying meters. The City uses letters within parentheses to identify addresses that are neither residences nor commercial buildings. Thanks, again. -Marina From: Nick Martin j'mailtomick(iilndoutdoor.coml Sent: Wednesday, July 20, 2011 7:34 AM To: Marrelll, Marina Subject: RE: Bus Shelter Addresses Hi Marina, Our drawing is somewhat inaccurate, because like you mentioned, Pelican Point does not go all the way across to the east side of PCH. However, the bus stop is in fact on the east side of PCH, north of the Pelican Point/Emergency Access intersection. I have denoted the approximate location on your aerial. Let me know if you need any other information Nick Nick Martin 949-498-1799 From: Marrelli, Marina[mailto:MMarrelli(abnewiortbeachca.govl Sent: Tuesday, July 19, 2011 3:55 PM To: Nick Martin Subject: RE: Bus Shelter Addresses Hi Nick, The address for the bus shelter on Jamboree, above Bison, is 2804 (BS) Jamboree Rd I have a question about the other address on East Coast Highway. Please see attached aerial view. I scribbled in pink where I believe the bus shelter will be. Could you please let me know if I'm correct about the location ... or is it going to be across the highway, on the inland side of the street? Pelican Point does not cross Coast Highway but, if you think the highway is running in a northerly direction at that point, then the inland side of the street.might be the site, Many thanks, -Marina Warina E. Wairef Lead Assistant Planner Telephone: 949-644-3205 Fax: 949-644-3203 E-Mail: mmarrelli(cDnewportbeachca.gov City Website: http://www.newportbeachca.gov From: Nick Martin fmailto:nick ndoutdoor.coml Sent: Tuesday, July 19, 2011 2:38 PM To: Marrelli, Marina Subject: Bus Shelter Addresses Hi Marina, Mike said he was just in to get addresses for a few bus shelter locations. We have two additional locations that also need addresses. Attached is a drawing for each location. Please don't hesitate to contact me with any questions. Thanksl Nick Nick Martin ND Outdoor Construction 2201 E Winston Rd, Suite M Anaheim, CA 92806 949-498-1799 nickCWndoutdoor.com " Marrelli, Marina From: Nick Martin [nick@ndoutdoor.com] Sent: Tuesday, July 19, 2011 2:38 PM To: Marrelli, Marina Subject: Bus Shelter Addresses Attachments: NB Jamboree FS Bisompdf, NB PCH FS Pelican Po!nt.pdf Hi Marina, Mike said he was just into get addresses for a few bus shelter locations. We have two additional locations that also need addresses. Attached is a drawing for each location. Please don't hesitate to contact me with any questions. Thanks! Nick Nick Martin ND Outdoor Construction 2201 E Winston Rd, Suite M Anaheim, CA 92806 949-498-1799 nickC@ndoutdoor.com — 10 It IN 9 It 6 In 4It I Electrical Source: Proposed Edison o 1 I 161t power M I I to � I 1 I son 1 1 I Construction Notes: taon Underground 1) All underground conduit will be Electrical Conduit Installed using the directional boring method. 2) Pedestal will be ihstalled at back of sidewalk, adjacent to I existing wall. 3) Existing damaged sidewalk will be removed and replaced as directed by city inspector. Bison CLEAR CHANNEL OUTDOOR TRANSIT SHELTER PROGRAM LEGEND Location: NB Jamboree FS Bison 1 Transit Shelter County: Orange City: Newport Beach 2 Edison Pull Box Date: 6/22/11 hDOUTDOOR CONSTRUCTION 3 Existing Street Light Scale: NTS 4 N T-Gulde: 889-F4 2201 E Wndon Rd SSte M An3hem. CA 9M 5 Post Mile• N/A IVI Pedestal - Meter P:t9a9ja961799-F'19a9Ja19.657A g y (135)J-Am�,V- PN 8 it 61n (2.59 m) -011-111. 4 it (1.52 m) 3 s Electrical Source: o; Proposed Edison 01 »- I I I t6it(4.BBm) power U f0 I I Il. I I I I I I 100 It(30.48 m) I Construction Notes: Underground All underground conduit will be Electrical Conduit in installed using the directional 80 it(24.38 m) I I boring method. 1 2) Pedestal will be Installed at back of sidewalk. 3) Existing damaged sidewalk will be removed and replaced as Q directed by city inspector. 2 ---' ❑ I Pelican Point CLEAR CHANNEL OUTDOOR TRANSIT SHELTER PROGRAM LEGEND Location: NB Pacific Coast Highway FS Pelican Point 1 Transit Shelter County: Orange City: Newport Beach 2 Edison Pull Box Date: 6/22/11 3 (�� dl\LVI COONSTDRUOCTOio Scale: NTS 4 T-Guide: 919-1-14 2201 E Ynnsinn Rd, Su to M 5 N An3hen CA 928A5 P:(949)49B.1799•P:IN)419•b59a Post Mile: 14.85 p Pedestal - Meter SFfr-LTEP, H 41- 721t (3,66 m) Existing 3/4" PVC Conduit - 95' run 1 1 1n c,s 0 U Electrical Source: 1 161t (4.38 m) Existing Edison power 0- 51l (1.52 m) 1101t (33.53 m) Superior CLEAR CHANNEL OUTDOOR TRANSIT SHELTER PROGRAM LEGEND Location: NB Pacific Coast Highway FS Superior 1 Transit Shelter County: Orange City: Newport Beach 2 Edison Pull Box Date: Scale: 7/18/11 NTS � luT 2OR C ONS UCTfON 3 4 T-Guide: 20 E W n:lnr. 115 ,,tc tit 5 N nnanG^m C4,1`h' 4Y4VI49B 1 Y7 t 11441 d19 a'4 Post Mile: 22.37 Vj Panel - Meter t� s� (3 fD COk 5-r Existing Wall 11 ft (3 35 m) 511 (1.52 m) Electrical Source: 16 It(4.35 m) 1 Proposed Edison power 1 1 i 1 1 50 It (15.24 m) I 1 1 � I N ro I 1 � ¢ I rn C I S ro0. 110 ft (33.53 m) N 1 0 1 U c 1 ro I U � I I � 57th St — -- -- -- -- -- -- - i -- - o- 1 1 1 I 21t (61 m) CLEAR CHANNEL OUTDOOR TRANSIT SHELTER PROGRAM LEGEND Location: SB Pacific Coast Highway NS 57th 1 Transit Shelter County: Orange City: Newport Beach 2 Edison Pull Box Date: 7/18/11 3 Scale: NTS ��T�jpR 4 N T-Guide: 2201 E Wmstor. RAJ SvREM 5 A nahAi n, CA 92C06 Post Mile: 122.0 P• (949) 490.1)99 • F• 1949) 419-65)4 vi Pedestal - Meter 5) r Balboa —8ft(244m)— Electrical Source: Proposed Edison 4 it (1.22 m) power 3001t (91,44 m) 161t (4 88 m) 1 Parking Lot t C>d � r 1 rn i i i y 1 N i o Construction Notes: 1 U 1) All underground conduit will be i 1601t (91.44 m) installed using the directional i co boring method. (- 2) Pedestal will be installed at Underground i back of sidewalk. Electrical Conduit 1 3) Existing damaged sidewalk will be removed and replaced as directed by city inspector. CLEAR CHANNEL OUTDOOR TRANSIT SHELTER PROGRAM LEGEND Location: SIB Pacific Coast Highway FS Balboa 1 Transit Shelter County: Orange City: Newport Beach 2 Edison Pull Box Date: 6/22/11 -- 3 Scale: NTS INDO 4 N T-Guide: 888-G6 4261 E Wilutan Rd. Sulte M 5 Anahein, CA 9M Post Mile: 120.26 P:(949)498AM-r..(949J419.6574 71 Pedestal - Meter cod t 91110 in 51t f 1 I 1 1 -E-lectr-isal-Sc�Wr�e: Existing Edison 1 1 1 power o 1 1 1 � I a� 0 450 It 2 0 Pacific Coast Highway CLEAR CHANNEL OUTDOOR TRANSIT SHELTER PROGRAM .LEGEND Location: Dover Drive E/S @ Pacific Coast Highway 1 Transit Shelter County: Orange City: Newport Beach 2 Edison Pull Box Date: 7/18/11 — NDOONNSTRROTTIION 3 Scale: NTS 4 T-Guide: 889-B7 22W E Wnstcn tld, Sdde fa 5 N ?. r7491498 1799 F 19499JJ�419-LS74 Site ID: p Panel -Meter � VzV b2 POWER PEDESTAL ADDRESS 1975 PORT LALIRENT PL. '?zw PA47 c C(�Re C/4 / earn, iL , hmo(32�aifCom \`\� Ei BUR CA.+ ABAND�-96 - - W pk�'Y R'Aw �A141) =96 +/ BUR Ca p I C 3 > C aw4 z� Lai II II ~ N II N U-i 0 0 �qs� inn o� , iV �W POT O L" b 2 f DATE v/y_tiyry �� ^DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CURVE DATA R I A L A 12.50' 18'25'18" 4.02' B 268.97' 00'57'05 4.47' C 3.00' 81'20'21 " 4.26' D 268.97 00'18'56 1.48' E 268.97' 00'49'16 3.85' NEWPORT HILLS DRIVE EAST SEE DETAIL "A" REVISIONS _w PWR I-w - EXCAVATION DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G CITY OF NEWPORT BEACH 18 ' x 1' = 18 SQ FT \ \ \ —A w —� NE`1R0 NR NT pIP.CE Oj PL. NEW ALP-248C VRAD CAB & PAD W/ ATTACHED PWR MTR. PL. 12' 1.5" FLEX PWR DU. FROM PWR MTR TO VRAD CAB. OPL. 14' 2-4" DUCT TYPE 4C PM 14' FROM VRAD TO SAI VERIFY. PL 14' (+20') 1-#2 SOLID COPPER WIRE (GRID WIRE). N.P.M. (SEE CONST. NOTE 6) Rj* �co 3O PL. NEW HH 13"X24" \ems INTERCEPT EXIST. 4" PWR DU. ADD 4-3" REDUCER ---------------------- o (E)l ABAN. + 2 BUR. CA. — — SHRUB TYPE TO MATCH SURROUNDING SHRUBS - 0 GRASS PLANTING DETAIL N.T.S. DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION ---------- CURB PKWY - - — R/W cr, 4 PL. 13' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 13' PWR. PED. TO POLE VERIFY es ■ ri 1-, r \ AA /I \ DETAIL "A" \ N.T.S. ------------ I SL jy 1 2/ � A EXIST_ 1-4" E-DU. at&t California 0 CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE 36" BELOW EXISTING GRADE OR 30" BELOW GUTTER FLOWUNE. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. BEFORE EXCAVATING CALL: 3. U.G. SERVICE ALERT 1-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL. 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP's AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPs) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE It RULE IN 1999. 6. PLACE #2 GRD WIRE IN SAME TRENCH AS 1-4" DU. CONNECT #2 GRD WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE 52BP CABINET. TAG EACH END OF THE #2 GRD WIRE WITH THE FOLLOWING INFORMATION: AT THE SAI: "SAI TO VRAD GRD". AT THE VRAD CABINET: "VRAD TO SAI GRD". ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. , ALP-248C W/POWER METER DETAIL (48" LOW PROFILE) N.T.S. COMMENCED 20_ COMPLETED 20 RECONCILEI% U.G. DESIGN ENGINEER: G. VOLK (714) 666-5348 SCALE : 1'= 20 RVINE NEWPORT BEACH EXCHANGE CORONA DEL MAR C.O. AREA CONDUIT CONSTRUCTION EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEG. : 1414-7650 SUBWAY INSPECTOR: R. QUINONEZ (714) 669-2252 T.G.M. 889-G7 ROUTINE DATE OFFICE FIELD PREPARED 10/12/05 S. TRAN CONTRACTOR N O R T H S TA R RTE 3 MAP # . SHT 14 CHECKED 10 15 05 BRT COMMUNICATIONS GROUP APPROVED 1900 /NTAPPROVED 'L. PARK DR., SUITE 300 LE5673779 CommuMcatlans Group BIRMINGHAM, AL 35243 S.A.I. ADDRESS: OPP. 7975 PORT LAURENT PL. DA# F03104134 DWG. 7 E EXISTING POWER PEDESTAL ADDRESS R/W CURB R/W DATE DIAL TOLL FREE 1-800-227-2600 o AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EXCAVATION DATA OWNER I ASPHALT I CONCRETE I DIRT TUNNEL C & G REVISIONS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION SCALE : 1"= 20' ioat&t California PL. NEW ALP-248C CABINET W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. O PL. NEW SAI INSTALL 1—COPPER GROUND ROD 5/8" DIAMETER, 8' MINIMUM LENGTH 30 PL. 12' 2-4" DUCT TYPE 4C O PM 12' SAI TO VRAD CAB. VERIFY PL 12' (+20) 1—#2 SOLID COPPER WIRE (GRD WIRE). N.P.M. (SEE CONST. NOTE 6) ® PL. 21' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM PL. 12' 2-4" DUCT 4C0 PM 63 PL. 8' 2-4" DUCT TYPE 4C = PM PL. 8' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 7 PL. 12' 2-4" DUCT TYPE 4C O PM 32' SAI TO NEW SAI VERIFY PL. 119' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 148' PWR VAULT TO VRAD CAB VERIFY D EXCAVATE 3'X4' HH CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWLINE OR 36" BELOW EXISTING GRADE WHICHEVER IS GREATER. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 14800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL. 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE 11 RULE IN 1999. 6. PLACE #2 GRD WIRE IN SAME TRENCH AS 2-4" DU. CONNECT #2 GRD WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE VRAD CABINET. TAG EACH END OF THE #2 GRD WIRE WITH THE FOLLOWING INFORMATION: AT SAI: "SY TO VRAD GRD". AT THE VRAD CABINET: 'VRAD TO SAI GRD". ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDMONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. lion w r< 14. ALP-248C W/POWER METER DETAIL (48` LOW PROFILE) COMMENCED-20 COMPLETED-2Q— RECONCILED U.G. DESIGN ENGINEER: G. VOLK (714) 666-5438 SCALE 1"=20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEC. : 1418-7634 CONDUIT CONSTRUCTION SUBWAY INSPECTOR: RALPH QUINONEZ (714) 669-2252 T.G.M. : 889—B6 ROUTINE DATE OFFICE FIELD PREPARED 1 06 29 07 M.MARCUELO CONTRACTOR: MAP # :2239-1 CHECKED_ N O R T H S T A R APPROVED COMMUNICATIONS GROUP APPROVED 190C INT-L. PARK DR., SUITE 300 CbmmuMmtlmis (,iCOO BIRMINGHAM, AL 35243 LE(1 9) 6346 724 S.A.I. ADDRESS: 1601 SHERINGTON PL DA# CM21 1006 DWG. 1 CURVE DATA R A L A 12.50 84'4154 18.48 B 12.50 86'39 31 16.91 C 12.50 89'59 60 19.63 DATE I REVISIONS V22/07 1 RELOCATE VW AND ADD PWR PICK TI IAL TOLL FREE 800-227-2600 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA POWER PEDESTAL ADDRESS ORANGE AVENUE DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION EXCAVATION DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G CITY OF 104'xl'= 8 LIN. FT. 27k1 = 3 LIN. FE NEWPORT BEACH 104 SOFT 27 SQ. IT -E # 931321E at&t California DETAIL 'A° SCALE: 1 °= 7 0' O Q PL. NEW ALP-248C CABINET W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. O PL. 26' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 26' VRAD CAB TO POLE VERIFY Q3 PL. 128' 2-4" DUCT TYPE 4C O PM 128' SAI TO VRAD CAB VERIFY CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWLINE OR 36' BELOW EXISTING GRADE WHICHEVER IS GREATER. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 14800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE 11 RULE IN 1999. RECORDS NOTE TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DARING FIELDING. CORRECT PERMANENT RECORDS. BYERS IN SURING ING COMPANY Authorized Contractor to AT&T - 1265 Vanburen Rm. 180, Anaheim, Ca. 92807 Ryan Andrews Inspector Office Cell 949.280.8235 Fax 714.630.5413 E-Mail: ra9777@att.com ALP-248C W/POWER METER DETAIL (48" LOW PROFILE) SCALE : 1"= 20' COMMENCED 20— COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER. W. NAKAHARA (714) 666-5712 1 SCALE 1"= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEG. 1418-7634 1 CONDUIT CONSTRUCTION SUBWAY INSPECTOR: R. QUINONEZ (714) 669-2252 T.G.M. : 888—H5 „ PRREPAEPARED ` 11 21 05 CONTRACTOR: FORKERT ENGINEERING & SURVEYING,INC. 2231 1 ROOKHURST ST. SUITE HUNTINGTON BEACH,CA 92646 PHONE:(714) 963-6793 MAP # : ROUTE3—SHT4 CHECKED APPROVED PWR ADDRESS: ORANGE AVENUE APPROVED LE(l 9) 5673022 DWG. 1 S.A.I. ADDRESS: F504 ORANGE AVENUE DA# CM3 IOBO 1 BYERS ■ IN■■KINO ' COMPANY i I Authorized Contractor to AT&T 1265 Vanburen Rm. 160, Anaheim, Ca. 92807 Ryan Andrews Inspector Office 4*008PR4% Cell 949.280,8235 Fax 714.630.5413 E-Mail: ra9777@att.com DIRT CSW=6' -2"G POWER PEDESTAL ADDRESS 91 1 CLAY STREET DETAIL /A11--- \�_ SCALE. CURVE DATA R A L A 12.5' 10'31'19" 2.3' B 624.25 -CFO 'S1 05 9.28 C 5' 64'37'06" 5.64' D 621' 01'13'50" 13.34' E 25 54'40 09 23.85 F 12.5 48*2719 10.57 rslrj(4 n., DIAL TOLL FREE 1-800-227-2600 laAT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C/z CURS R/W I I� W 3 l 209' 2-4" CPC-83A DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION EXCAVATION DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G CITY OF 3 LIN.FT. 73'xl'= NEWPORT BEACH 73 SQ.FT. crc' r)CTAII "A" at&t California 0 PL. NEW ALP-248C CABINET & PAD W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. Q2 PL. 18' 2-4" DUCT 4C O PM I S' SAI TO VRAD CAB VERIFY PL 18' (+20') 1-#2 SOLID COPPER WIRE (GRD WIRE). N.P.M. (SEE CONST. NOTE 6) 0 PL.71' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 71' PWR POLE(P#NPT) TO VRAD WITH ATTACHED POWER VERIFY C_- O SCALE 1"= 20' (150 0 CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWLINE OR 36" BELOW EXISTING GRADE WHICHEVER IS GREATER. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 1-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL. 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE II RULE IN 1999. 6. PLACE #2 GRID WIRE IN SAME TRENCH AS 2-4" DU. CONNECT #2 GRID WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE VRAD CABINET. TAG EACH END OF THE #2 GIRD WIRE WITH THE FOLLOWING INFORMATION: AT THE SAI: "SAI TO VRAD GIRD" . AT THE VRAD CABINET: 'VRAD TO SAI GIRD" . ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN IFEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDNG. CORRECT PERMANENT RECORDS. 7.w" 1 (1A7 W) .om ALP-248C W/POWER METER DETAIL (4811 LOW PROFILE) COMMENCED 20— COMPLETED_ 20_ RECONCILED U.G. DESIGN ENGINEER: G. VOLK (714) 666-5438 SCALE : 1"= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA CONDUIT CONSTRUCTION EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEC. : 1418-7634 SUBWAY INSPECTOR: R. QUINONEZ (714) 669-2252 T.G.M. : 889, A-6 ROUTINE DATE OFFICE FIELD PREPARED 06120107 A. GAUZA CONTRACTOR : N O R T H S TA R MAP # RTE3, SHT 3H CHECKED APPROVED ��,,, COMMUNICATIONS GROUP B/RMINGHA PAR DR., SUITE 300 APPROVED CommuMcallons Group LE( 7 9) 6346 705 S.A.I. ADDRESS: OPP 9 7 1 CL.AY STREET DA0 CM3 1 D752 DWG. 1 EXISTING POWER PEDESTAL ADDRESS FORD ROAD DATE EXCAVATION DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G CITY OF 163' X 1' = 23' LN. FT 17' X 1' _ 6 LN. FT. NEWPORT BEACH 163 SQ. FT. 17 SQ.FT REVISIONS 1 06/25/07 1 REV.3 RELOCATE POWER PICK UP — M.MARCUELO I DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION at&t California 0 PL. NEW ALP-248C CABINET W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET, 20 PL. 13' 1-4" DUCT TYPE 4C O PM 13' SAI TO VRAD CAB. VERIFY PL 13' (+20') 1—#2 SOLID COPPER WIRE (GRD WIRE). N.P.M. (SEE CONST. NOTE 6) 0 PL. 21' 1-4" DUCT TYPE 4C O PM 21' VRAD CAB. TO MH 1024 VERIFY ® PL. 289' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 289' PWR VAULT TO VRAD CABINET VERIFY 0 PL RETAINING WALL PER APWA STD PLM. 622-1 / MATCH EXIST. WALL HEIGHT 0 0 0 0 0 SCALE 1 "= 20 (tm 0 CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWUNE OR 36" BELOW EXISTING GRADE WHICHEVER IS GREATER. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 1-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.TC.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL. 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLWNCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE II RULE IN 1999. 6. PLACE #2 GRD WIRE IN SAME TRENCH AS 2-4" DU. CONNECT #2 GRD WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE VRAD CABINET. TAG EACH END OF THE #2 GRD WIRE WITH THE FOLLOWING INFORMATION: AT SAI: "SAI TO VRAD GRD". AT THE VRAD CABINET: "VRAD TO SAI GRD". ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. "M ALP-248C W/POWER METER DETAIL (48" LOW PROFILE) COMMENCED 20_ COMPLETED-20_ RECONCILED U.G. DESIGN ENGINEER: G. VOLK (714) 666-5438 SCALE : 1"--20' NEWPORT BEACH EXCHANGE CORONA DEL MAR C.O. AREA CONDUIT CONSTRUCTION EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEG. : 1414-7650 SUBWAY INSPECTOR: REED, K.E (714) 669-2234 T.G.M. : 889—H5 ROUTINE DATE OFFICE FIELD PREPARED 10/25/05 S.STRAN CONTRACTOR : N O R T S T A R COMMONICAT/ONS GROUP 1900 INT'L. PARK DR., SUITE 300 Cornmunkxttons Gmup S/RM//NGHAM, AL 35243 MAP # : RTE2 SHT2 CHECKED 10/26/05 BRT APPROVED APPROVED S.A.I. ADDRESS: F 7 939 FORD RD LEl43J 567377Li FD37C7L72 DWG. 1 e POWER PEDESTAL ADDRESS DDVER DRIVE 1-702 (P�) r%lll� DATE TT IAL TOLL FREE 800-227-2600 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVISIONS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION EXCAVATION DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G CITY OF NEWPORT BEACH 58'xl'= 58 SQ. FT. igat&t California O1 PL. NEW ALP-248C CABINET W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. O2 PL. 12' 1-4" DUCT 4C O PM 12' SAI TO VRAD CAB VERIFY PL 12' (+20') 1-#2 SOLID COPPER WIRE (GRD WIRE). N.P.M. (SEE CONST. NOTE 6) PL. 12' 1-3' POWER DUCT TYPE = SCH 80 PVC NO PM 51' VRAD TO PWR VAULT VERIFY ® PL. 8' 1-4" DUCT TYPE 4C O PM 25' VRAD CAB TO MH VERIFY O5 PL. 6" 1-4" DUCT TYPE 4C O PM 6' VRAD CAB TO MH VERIFY PL. 6' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM © PL. 11" 1-4" DUCT TYPE 4C O PM PL. 33' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWUNE OR 36" BELOW EXISTING GRADE WHICHEVER IS GREATER. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 1-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE It RULE IN 1999. 6. PLACE #2 GRD WIRE IN SAME TRENCH AS 2-4" DU. CONNECT #2 GRD WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE VRAD CABINET. TAG EACH END OF THE #2 GRD WIRE WITH THE FOLLOWING INFORMATION: AT THE SAI: 'SAI TO VRAD GRD". AT THE VRAD CABINET: "VRAD TO SAI GRD". ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. ALP-248C W/POWER METER DETAIL (48- LOW PROFILE) I '%55B��.�y_Y E R S ��t�MPANY Authorized Contractor to AT&T 1265 Vanburen Rm. 180, Anaheim, Ca. 92807 Ryan Andrews Inspector Office 1111606601111, Cell 949-280.8235 Fax 714-630.5413 E-Mail: ra9777@att.com I�� SCALE : 1"= 20' COMMENCED 20 COMPLETED— 20 RECONCILED U.G. DESIGN ENGINEER: G. VOLK (714) 666-5438 SCALE : 1"= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA CONDUIT CONSTRUCTION EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEG. : 1418-7634 SUBWAY INSPECTOR: R. QUINONEZ 714 669-2252 ( ) T.G.M. 889-B5 ROUTINE DATE OFFICE FIELD ooroeorn c /nz /nnm 1 z rco,un CONTRACTOR : NDRTHSTAR COMMUNICATIONS GROUP 1900 INTERNATIONAL PARK DR., SUITE 300 BIRMINGHAM, AL 35243 S.A.I. ADDRESS: OPP 1705 DDVER DRIVE MAP # : RT2 SHT49 PWR ADDRESS : DDVER DRIVE CM27DB52 CHECKED APPROVED LE( 1 9) 63467 12 DWG. 1 [a ►IN �-I maftflsd; I Or POWER PEDESTAL ADDRESS 1 5 TH ST. CURVE DATA R A L A 12.50' 25'31'33" 5.57' B 5.00' 52'01'42" 4.54' C 5.00' 90'00'00" 7.85' 10+00.00 C/L 15TH STREET 15+00.00 CA IRVINE AVENUE 7 5TH STREET EXCAVAT/ON DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G CITY OF NEWPORT BEACH 6 LIN.FT. 187'x1'= 187 SQ.FT. 12 v � — 3U W M M a 8„W _ zo 36"W o SEE DETAIL 'A' M `O I— ----------------------- ch `f c� N I 4 G SMH -- —r� CF C CL o S I37 I L. 041 60 2-4 CPC- I/ J Z w > > > _ r> W Q ; J J J w > > > > > 202' 1-4" CPC —91A 3 3 Z I JT W/ EDISAON 161.60 4 77 W o VENT E VLT — w I .. VENT o � � 4j o w i�--�� w J o XI- Do Iw- o ///� A \ m a� 19' o U II II 0) N /� A \ 11 d Y 149' 2-4" CPC 91 A 30 d o o d o o 1T W/ EDISON Lo(0(0((0 / ( \ N a � M ++ + +m + / / I + +w N ^cUi7 7 3 00 � I DETAIL 'All N.T.S DATE pDIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVISIONS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION BYERS INEERING COMPANY Authorized Contractor to AT&T 1265 Vanburen Rm. 180, Anaheim, Ca. 92807 Ryan Andrews Inspector Office 7ddlJ1110MCell 949-280.8235 Fax714-630.5413 E-Mail: ra9777@att.com at&t California PL. NEW ALP-248C CABINET PAD W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. 20 PL. 17' 2-4" DUCT 4C O PM 17' SAI TO VRAD CAB VERIFY PL 17' (+20') 1-#2 SOLID COPPER WIRE (GRD WIRE). N.P.M. (SEE CONST. NOTE 6) O3 PL. 181'-3" PWR DUCT 181' VRAD TO POLE#4208138E SCALE 1 "= 20' CONSTRUCT/ON NOTES 1. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWLINE OR 36" BELOW EXISTING GRADE WHICHEVER IS GREATER, 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 14800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL. 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE 11 RULE IN 1999. 6. PLACE #2 GRD WIRE IN SAME TRENCH AS 2-4" DU. CONNECT #2 GRD WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE VRAD CABINET. TAG EACH END OF THE #2 GRD WIRE WITH THE FOLLOWING INFORMATION: AT THE SAI: "SAI TO VRAD GRD". AT THE VRAD CABINET: "VRAD TO SAI GRD". ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. F0 ALP-248C W/POWER METER DETAIL (48" LOW PROFILE) COMMENCED 20_ COMPL.ETED 20_ RECONCILED U.G. DESIGN ENGINEER: G. VOLK (714) 666-5438 SCALE : 1 "= 20' NEWPDRT BEACH EXCHANGE COSTA MESA C.O. AREA CONDUIT CONSTRUCTION EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEG. : 1418-7634 SUBWAY INSPECTOR: GREG BLANDA (949) 348-4130 T.G.M. : 889, A-6 ROUTINE DATE OFFICE FIELD PREPARED 09 20 05 VANESSA CONTRACTOR : F-ORKERT ENGINEERING & SURVEYING, INC. 2231 1 BROOKHURST ST., STE. l HUNTINGTON BEACH, CA. 92646 PHONE: (714) 963-6793 MAP # :RTE 1, SHT 8 CHECKED 10 01 OS 1 BRT APPROVED —ij APPROVED LE(1 9) 56730 19 DWG. 1 S.A.I. ADDRESS: F 2 10 7 1 5TH ST DA# cms 1 E-75 M POWER PEDESTAL ADDRESS 7 534 ANT/GUA WY. MAR//V 1 DATE vu DIAL TOLL FREE 1-800-227-2600 o AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVISIONS R/W CSW PKWY KWY 5W /W Q W Z DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION EXCAVATION DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G CITY OF NEWPORT 26 ' x 1' _ 26 SQ FT CURVE DATA R I A L LAI 3.00' 1 73'21'52" 3.84' at&t California 0 PL. 23' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 23' FROM E-HH TO PWR MTR VERIFY 2O PL. NEW ALP-248C CABINET & PAD W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. 30 PL. 12' 2-4" DUCT TYPE 4C O PM 12' NEW SAI TO VRAD CAB VERIFY PL 12' (+20') 1-#2 SOLID COPPER WIRE (GRD WIRE). N.P.M. (SEE CONST. NOTE 6) U.G. DESIGN ENGINEER: G. VOLK EXCHANGE ENGINEER: B. SKAGGS CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE 36" BELOW EXISTING GRADE OR 30" BELOW GUTTER FLOWLINE. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. BEFORE EXCAVATING CALL: 3. U.G. SERVICE ALERT I-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL. 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP's AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPs) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE II RULE IN 1999. 6. PLACE #2 GIRD WIRE IN SAME TRENCH AS 1-4" DU. CONNECT #2 GIRD WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE 52BP CABINET. TAG EACH END OF THE #2 GRD WIRE WITH THE FOLLOWING INFORMATION: AT THE SAI: "SAI TO VRAD GRD". AT THE VRAD CABINET: "VRAD TO SAI GRD". ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE., TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING RELDING. CORRECT PERMANENT RECORDS. 4 SCALE: 1 "=20' ALP-248C W/POWER METER DETAIL (48" LOW PROFILE) COMMENCED 20 COMPLETED--20 RECONCILED (714) 666-5348 SCALE (714) 237-6197 SEG. 1 = 20 NEWPORT BEACH EXCHANGE COSTA MESA G.O. AREA 1418-7634 CONDUIT CONSTRUCTION SUBWAY INSPECTOR: R. QUINONEZ (714) 669-2252 T.G.M. 889-C1 'o" % oroeo"rn na/2*m 1 avA nu7n CONTRACTOR N O R T H S TA R MAP #: RTE 2, SHT 42 COMMUNICATIONS GROUP ��fi�Yl�7fit 1900 INTL. PARK DR., SUITE 3C0 communications Group BIRMINGHAM, AL 35243 LE( 1 9) 6346766 DWG. 1 r 9 T I rn U) Q) IT S.A.I. ADDRESS: SO 15`34 ANTIGUA WY. CM 217152 CURVE DATA R L A 12.50' 1 17'58'24 3.92' B 5.00 90'00 00 7.85 AT IAL TOLL FREE 1-800-227-2600 o LEAST TWO DAYS BEFORE YOU DIG D UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA POWER PEDESTAL ADDRESS MAINSAIL DR. — J. ACEVES DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION EXCAVATION DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G PRIVATE PROPERTY 76'x1'= 3 LIN. FT. 11'x1'= 3 LIN. FT. (PUE) 76 SQ.FT. 11 SQ.FT. :D CONCRETE CAP :PLACE 3M REFLECTIVE TAPE OR EQUIVALENT. PAINT GUARD POST TRAFFIC LINE YELLOW 4- SCHAO G.I.P. FILLED W/CONCRETE /CONCRETE WASH FOOTING BOLLARD DETAIL at&t California N.T.S. 0 PL. NEW ALP-248C CABINET & PAD W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. 20 PL. 12' 2-4" DUCT 4C O PM 12' NEW SAI TO VRAD CAB VERIFY PL 12' (+20') 1—#2 SOLID COPPER WIRE (GRD WIRE). N.P.M. (SEE CONST. NOTE 6) 03 POUR 11'X6' CONCRETE SLAB ® RMV. 6FT EXIST WALL 50 CONSTRUCT RETAINING WALL PER APWA STD. PN. 622-1 © PL. BOLLARD SEE DETAIL HEREON Q PL. 90' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 90' VRAD TO EXIST PWR HH VERIFY 6w (IM EP CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWLINE OR 36" BELOW EXISTING GRADE WHICHEVER IS GREATER. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 1-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.TC.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE II RULE IN 1999. 6. PLACE #2 GRD WIRE IN SAME TRENCH AS 2-4" DU. CONNECT #2 GRD WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE VRAD CABINET. TAG EACH END OF THE #2 GRD WIRE WITH THE FOLLOWING INFORMATION: AT THE SAI: 'SAI TO VRAD GRD'. AT THE VRAD CABINET: "VRAD TO SAI GRD' ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. WINEERINGYERS COMPANY Authorized Contractor to AT&T 65 Vanburen Rm. 180, Anaheim, Ca. 92807 Ryan Andrews Inspector Office Cell 949.280.8235 Fax 714.630.5413 E-Mail: ra9777(dlatt.com ALP-248C W/POWER METER DETAIL (48" LOW PROFILE) Ao SCALE : 1"= 20' COMMENCED 20 COMPLETED_2Q RECONCILED U.G. DESIGN ENGINEER: G. VOLK (714) 666-5438 SCALE : 1'= 20' NEWPORT BEACH EXCHANGE CORONA DEL MAR C.O. ARE4 EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEG. : 1414-7650 CONDUIT CONSTRUCTION SUBWAY INSPECTOR: S. FOUTS (714) 666-5721 T.G.M. 919, G-1 ROUTINE DATE OFFICE FIELD PREPARED 12112105 V. ZUNIGA CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 2231 1 BROOKHURST ST., STE. I ,IN. 500E HUNTINGTON BEACH, CA. 92646 PHONE : (714) 963-6793 MAP # :RTE.3G, SHT.1 CHECKED 12 14 05 BRT APPROVED # 1 3 MARCH BUILD APPROVED L E(4 3) 5673783 DWr,. 1 S.A.I. ADDRESS: 21 MAINSAIL DR. DA# F0310902 k9. I CURVE DATA R I A I L A 5.00' 1 90'00'00" 7.85' B 12.50 25'50 31 5.64 R/W CURB q— CURB t R/W DATE VuDIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA POWER PEDESTAL ADDRESS CATALI NA DRIVE O1 PL. NEW ALP-248C CABINET & PAD W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. 2Q PL. 31 ' 1-4" DUCT TYPE 4C O PM 31' SAI TO VRAD CAB VEI U Cv O PL. 67' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 67' VRAD TO PWR POLE. ® PL. 16' 1-4" DUCT TYPE_ 4C O PM 16' MH TO VRAD CAB. VERIFY EXCAVATION DATA OWNER ASPHALT CONCRETE I DIRT TUNNEL C & G CITY OF NEWPORT BEACH 36'xl'= 36 SQ.FT. 20 LIN.FF. 39'xl'= 39 SQ.FT. 4 LIN.FF. MH 158 7'x4'x5' 140 CU. FT. CONSTRUCTION NOTES I. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWLINE OR 36" BELOW EXISTING GRADE WHICHEVER IS GREATER. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 1-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL. 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE It RULE IN 1999. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. �U we wm o O —wr ALP-248C W/POWER METER DETAIL (48" LOW PROFILE) I I ;I ; I: I ;I ;I : I � I WEST WALL EAST WALL V LOOK WEST LOOK EAST U SCALE 1"= 20' REVISIONS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION at&t California COMMENCED 20 COMPLETED-20 RECONCILED U.G. DESIGN ENGINEER: G. VOLK (714) 666-5438 SCALE : 1"= 20' NEWPORT BEACH EXCHANG COSTA MESA C.O. AREA EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEG. : 1418-7634 CONDUIT CONSTRUCTION SUBWAY INSPECTOR: R. QUINONEZ (714) 669-2252 T.G.M. : 888, J6 ROUTINE DATE OFFICE FIELD PREPARED 6 20 07 R. ESPANO CONTRACITEI R : CHECKED MAP # : R/C4C, S-1 NORTHSTAR COMMUNICATIONS GROUP APPROVED 1900 INTERNATIONAL PARK DR., SUITE 300 R-5676-S APPROVED BIRMINGHAM, AL 35243 LE(1 9) 5673C 14 S.A.I. ADDRESS: SO 546 CATALINA DRIVE IOA# CM 310501 DWG. 1 CONSTRUCTION NOTES EXCAVATION DATA OWNER ASPHALT DIRT CONCRETE TUNNEL C & G CITY OF NEWPORT BEACH 54' X 1'= 54 SQ FT. 920 (f m) W, 15�1, S+, DATE DIAL TOLL FREE 1-800-227-2600 o AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVISIONS EX. CAN M P01NER PEDESTAL ADDRESS 15TH ST. POLE # 1036833H 1-3"DU CAN DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION CURVE DATA R 0 L A 12.50' 62" 46' 52" 13.70' B 5.00' 36" 44' 54" 3.21 ' CAUTION CATV NEAR OR IN JOINT TRENCH WITH TELEPHONE AND POWER at&t California Q PL. NEW ALP-248C CABINET W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET 20 PL. 42' 2-4" DUCT TYPE 4C O PM 42' SAI TO VRAD CAB VERIFY 0 PL. 18' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 18' PWR POLE TO PWR PED. VERIFY �� 1. MINIMUM COVER FOR STRUCTURE 36" BELOW EXISTING GRADE OR 30" BELOW GUTTER FLOWLINE. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY. LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 1-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL. 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP's AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPs) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE It RULE IN 1999. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. ALP-248C W/POWER METER DETAIL (48" LOW PROFILE) SCALE : 1"= 20' COMMENCED 20_ COMPLETED-20_ RECONCILE[) U.G. DESIGN ENGINEER: G. VOLK (714) 666-5438 SCALE : 1"= 20' NEWPORT BEACH EXCH COSTA MESA C.O. AREA CONDUIT CONSTRUCTION EXCHANGE ENGINEER: BILL SKAGGS (714) 237-6197 SEG. : 1418-7634 SUBWAY INSPECTOR: R. QUINONEZ (714) 669-2252 T.G.M. : 888, G-5 DATE OFFICE FIELD PARED 10 4 05 S.TRAN CONTRACTOR : CHC CONSULTING, LLC 14 7 0 BASEL PLACE JN: OS-0095 RIVERSIDE, CA 92506 PHONE: (95 1) 7ED-3461 MAP # : ISOL. "P- ROUTE 3 SHEET #16A CKED 10 4 05 BRT rAPPROVED E(1 9) 56 73028 DWG. 1 SAI ADDRESS: ED 54.3 W 15TH ST DA CMS 1 1 25 1 Oj PL. NEW ALP-248C CABINET & PAD W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. 20 PL. 4' 1-3" DUCT TYPE = SCH 80 PVC NO PM 47' POLE TO PWR METER. VERIFY 3O PL. 8' 2-4" DUCT TYPE 4C O PM 59' SAI TO VRAD CAB. VERIFY ® PL. 12' 2-4" DUCT TYPE 4C O PM PL. 12' 1-3" DUCT TYPE = SCH 80 PVC NO PM 50 PL. 32' 1-3" DUCT TYPE = SCH 80 PVC NO PM © PL. 39' 2-4" DUCT TYPE 4C O PM :0 (, c 3 (PiO St W&VI 1 NDIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA POWER PEDESTAL ADDRESS E. 1 5 TH ST. 12 C/L 39' 4-4" CPC--84A 00 - 0 CURBM — — — — — ZN TO DWY _ R/W WIRE FENCE/ 2V-7 DU(55)+ 4 DU (48)+ 2 BUR CA GRASS DETAIL "A11�' N\ N.T.S \ 4 IA2 v. 1/ 61' 2 MTD( I EXCAVATION DATA OWNER ASPHALT CONCRETE I DIRT TUNNEL C & G CITY OF NEWPORT BEACH 23'x1'= 23 SQ.FT. 20 LIN.FT. 39'x1'= 39 SQ.FT. 15TH ST 11 — � � CITY OF COSTA MESA — — CITY OF NEWPORT BEACH 97' 2-4" CPC---m o u� `0 N — — — N — — —G— — — — — — — — — — — — — 126' 2-4" CPC--91G — — — — — — — — — — — — — — — — — — GRASS DWY .'.. g GRASS 578' 1C—CENT 70B- 11-66 WOOD FENCE 13R_43' QImumlaff11 DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION -3"DU POLE # 476301H CURVE DATA R I 0 I L A 3.00' 1 18'29'54" 1 0.97' B 3.00'1 90'00'00" 1 4.71' WOOD at&t California U (AG m .��< ym ALP-248C W/POWER METER DETAIL (48" LOW PROFILE) U.G. DESIGN ENGINEER: EXCHANGE ENGINEER: SUBWAY INSPECTOR: CONTRACTOR : CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWLINE OR 36" BELOW EXISTING GRADE WHICHEVER IS GREATER. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 1-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 13Y ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE II RULE IN 1999. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. SCALE : 1"= 20' COMMENCED 20— COMPLETED— 2() RECONCILED G. VOLK (714) 666-5438 SCALE : 1 "= 20, NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA CONDUIT CONSTRUCTION B. SKAGGS (714) 237-6197 SEG. : 1418-7634 R. QUINONEZ (714) 669-2252 T,G,M, ; 888, J-6 RO NE DATE OFFICE FIELD PREPARED 05/22/07 T. VO S.A.I. ADDRESS: F 386-X E. 7 5TH ST. AVE MAP # : 3-3, 4-51 Inc ' APPROVED APPROVED LE( 1 9) 625LJ32.5 7A# CM 3 70505 DWG. 7 W Z URVE DATA E 0L 0' 61'33 36 13,430'1 55.13'41 ' 4.82 VARIFS 30' rr Q� 0o z I ml 0 w I •' ' . ¢ N LLj m w l I ... a p w °j O U O Z o cr)X 1 .. �x = x U U N 30' VARIES '�'TAI IAL TOLL FREE 800-227-2600 o LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA POWER PEDESTAL ADDRESS SHER/NOT®N PL. POLE # 729548E w It LO _ n 2 Z O � J O ;? 1- EXCAVATION DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G CITY OF 36'x1'= 38'x1'= NEWPORT BEACH 36 SQ.FF. 15 LIN. FT. 38 SQ.FF. 4 LIN. FT. DETAIL /A II N. T. S. r: . 0 0 11�. DRWY' m ----------------------------------- 3MMUM Q PL. NEW ALP-248C CABINET & PAD W/ATTACHED POWER METER, PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. 20 PL. 24' 2-4- DUCT TYPE 4C O PM 24' NEW SAI TO VRAD CAB VERIFY PL 24' (+20') 1-#2 SOLID COPPER WIRE (GRD WIRE). N.P.M. (SEE CONST. NOTE 6) O PL. 54' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 54' PWR BURD TO VRAD VERIFY ® EDISON WILL PLACE BURD 30" ID X 6' CONCRETE NO. 85574190 0 PL. 23' 1-3" POWER DUCT TYPE = SCH 80 PVC NO PM 23' EDISON VAULT TO BURD VERIFY -'41 EN In 2.5' I- 10' 601 90' ,c to " „ SHERINGTON 12 PL. fA IJ13 ------------- DATE REVI S IONS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION 9.� U 00 It N I a J ¢ Ld w Z II II � II II o�� o rl 0000 000 O W O N N 5 N fl 0 14 1 � z m U U w w \ J D_ at&t California R/W CURB CURB R/W in SCALE : 1'= 20' CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWLINE OR 36" BELOW EXISTING GRADE WHICHEVER IS GREATER. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 1-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL. 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 27, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE H RULE IN 1999. 6. PLACE #2 GRD WIRE IN SAME TRENCH AS 2-4- DU. CONNECT #2 GRD WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE VRAD CABINET. TAG EACH END OF THE 12 GRD WIRE WITH THE FOLLOWING INFORMATION: AT THE SAI: "SAI TO VRAD GRD-. AT THE VRAD CABINET: "VRAD TO SAI GRD". ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. ALP-248C W/POWER METER DETAIL (48" LOW PROFILE) COMMENCED 20_ COMPLETED-20_— RECONCILED U.G. DESIGN ENGINEER: G. VOLK (714) 666-5438 SCALE : 1"= 20' NEWPORT BEACH]- EXCHANGE COSTA MESA C.O. AREA CONDUIT CONSTRUCT/ON EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEG. : 1418-7634 SUBWAY INSPECTOR: R. QUINONEZ (714) 669-2252 T.G.M. : 889, A-5 ROUTINE DATE Of FIELD PREPARED 10-03-05 PALAL CONTRACTOR : C.A.S. TECHNICAL SERVICES, PD BOX 669 CLAREMONT, INC. CA 9177 7 MAP # : RTE2A SHT2 CHECKED 1 10-04-05 BRT APPROVED S.A.I. ADDRESS: 2 1 L71 SHERINGTON PL. LE( 1 9) 5673005 CM 21 1002 1 DWG. 1 316' NUT — LAaER WASHER FLAT WASHER UPE-M Didueure CI� UtI ty Entrance C11V Entrance S �r3 3.0D • Endow to thg bolts • provided by Murner b.1te PS-1 Pedeatd pnvMed Spport 3{;S 0�p Fig. 2-1 Pedestal Support (PS-1) dimensions (AIL dimensions given in inches) GUTTER GRADE I (NO SCALE) I S z 3. i 4rh� i 3. I- �I�rl� E E I -1' EARTH CUSHION TYPICAL CONDUIT BANK SECTION SHOWING DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. 081 Rn. 4j:(/05 na 1-s weave nnnna. (M •1�V � ti WYi P5106008 OUT. 50KVA 120/240 1P 3W 6.9KV SN: _ IN: 75KVA 120/2401P 31N 6.9KV SN: LOOPED SWITCHED NF MINI -PAD IINSTALL 17'x30* PLASTIC HH UNDER PAD FOR MINI -PAD INSTALLA11ON EX. EX SPLICE EX SPLICE o n of a a I II I I I 1954 1960 1 1966 1972J 1960 1986 PKWY CSW TYPE FOOTAGE TRENCH TYPE -- ASPH. CONC. -- CONC. SIN -- CURB AND GUTTER -- ASPH GRIND OVERLAY -- a o NOTE: —DUCT ALREADY INSTALLED TO PED LOCATION U 10' ^4'� 1_� W I� COX METER PEDESTAL CO: W/ 24-x36- PLASTIC HANDHOLE 100A 120/240V 1P 3W 4 =. IN: 1-ZLI1R 108 PORT RMAASYCA7j T.L.M DATA: SIZE KVA Q151 LOAD. EXIST. 50 93 23 185 PROP. 75 101 24 135 VOLTAGE DROP 2.89% PRI. CIRO. JADE 12KV SUB CROWN COX CONTACT :GLEN ELLINGTON (949) 546-2605 PL. ECAl PORT RAMSGATE PL N YIClN/77 UAP er,srm Existing structures shown on this drawing contain energized cable and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. UNDERGROIM SERVICE ALERT 1-800-422-4133 1— 00-227-25W Coll USA For Underground LamBng 2 Working Days Before You DIg ._.. =3-D�s i 07/0y/200B 13:26 7149919263 POUK & STEINLE PAGE 01/04 Fax lilt1272 F. Lincoln Ave, phone: (714) 991.9262 Anaheim, Ca. 92801 Fax: (714) 991-9268 To: Atten,O�_:p� (Fax: From: , J EU,7 Zk, (0—li �5 Dato: Re: _IX) � I C"� .� T�I-I S I S C Mar 7 EECI LV OI)) Number of pages including cover sheet: 07/08/2008 13:26 7149919263 POUK & STEINLE PAGE 02/04 rage 1 oz ,/- Steve Elliott From: Danny Smith fdsmith@p-sinc.com] Sent: Monday, July 07, 200811:43 AM To: steveelliott@p-sinc.com Subject: FW: P & S Steve: Weren't you planning on installing the cabinets and services soon? It does look like we have time, but I'm with you on getting ahead. I don't think I've seen these•Edison drawings before. See Ya, Danny PS I did talk to Lawrence today, I guess his last day is Wed. From: Bob Gregory [mailto:bobgregory@dryutility.com] Sent: Monday, July 07, 200811:07 AM To: Lawrence Damoe Cc: Danny Smith Subject: RE: P & S Good morning Lawrence - Danny - TIC has indicated that the Traffic Signals at 22302 PHR and 22674 PHR will be "High Profile" Installations with the Hotel set to Open an or about October 1, 2008; and, they have asked our office to assist with the coordination necessary to insure that you have the power you need for both meter locations. I am not aware of the type of meter cabinet that you are planning on using; so, I would like to make sure that we do not run into any challenges that were experienced in Irvine where SCE refused to land their cable in the meter section because it was too small. Also, it is our understanding that P&S will be making the application for service to SCE in the name of P&S. Once the City of Newport Beach agrees to take ownership and responsibility of the meter, P&S will transfer the billing of the meter directly to the City. At this time, meter addresses have been assigned by the City; however, SCE does not show a meter application online. If you could go ahead and start that process, it would be appreciated. Also, the meter for 22674 will require the installation of a BURD Transformer by SCE prior to the secondaries being installed for the actual meter. So - it will take a bit longer for the SCE crew to complete their tasks for this particular meter Installation. I would appreciate a schedule from your office for each of the meters - of particular interest will be your anticipated meter inspection release dates from the City as well as the dates that you plan to have each meter energized by SCE. Thanksi From: Lawrence Damore [mailto:ldamore@sukut.com] Sent: Monday, July 07, 2008 10,14 AM To: Bob Gregory Subject: P & S Point of Contact at Pouk & Steinle: Danny Smith 7/8/2008 m M E ��•� � �i' fir. � � •� {LI H F- U) 1 0 a 6ocJe� Vlcia"s m io N EOnfld,.,Ang sh.tcrr a qn !hc d c.Tpmaii' qbe d eq EngMg tmc and a g brecklt. thm w I* be !me m Br¢rum fhry wis to li done ONLY wtm super-vitfnn of ,y Edlsoi C. gnno nd. f� C0 m m N m h m .r m- - - - - +.vn�rcc lc rnuuuu a - flcalvwcb I[m wmYeb rN MatyycSwO • 4avis naY M oOGbN ham vrnl 5x !Pohl ' iCtn 9 pp•e,N mmufaAuvs. •EHSE/9 PAECAST ' •�.-1�—r d t4'i9 Sm PF— trNw..fmlya, OfR 92Ti9, re ton) )Sl-yi[t ' • !!null' vAOtT-00. 1WWHomo- Art F.i.,f reir Ll31 f TYPICAL CGM9r BOX SECTIM �. tr9eui,on NI: i., 10/6/W L Romv rm o v � aann .• . 1. ! $A 1 p* 100PID (BtR7GAIIOM 12IY240IF 31Y STA.50M .. 524 - lda 6(�R•#if- PEP 41ti � Pq Gjj 171r0 22573�PF1LCA9JA6„S yTY ]VJPID (3lYSGATI(C>) •_ •' .` •. i S ILSM1P3W 7ry1 i7Atl� Th'. 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M2.1M3.5 JPA,NDI GODNO. j1T3AiShNP 1w0—BY 09 48J3 _ NOS ftE]ATE)WA" lfLmPN0•S x 6133•DDD,710/7,6T3i?➢DO.7.110 PAID PEiinsULAIHY YGIL'ED:{� ciYr'---. � am awvnn auc 00/16/2004 09:08 FAX 714 557 7621 HRP LanDesign 0 001 H 1-01h P r LANDESIGN Sent To: _ Company: MA7P-IAIA - 0 FAX TRANSMITTAL FORM FAX Number: C941y �y�^3203 Date Sent: Number of Pages Following Transmittal Form: Regarding: Comments: lFrom: 'PO C41 Zog 10 [W M] Nawpo�-f CoiKf D�"� Pe z g6viP°RAI� CvJ/A2t /t/AgtiPO,eV'- dw- 4)Fwo- C73 Gy '5yIyp O.W. ADS Client Job Number. n ZIOK FAX Number (714) 557-7621 XC: . 3242 Halladay, Suite 203, Santa Ana, California 92705 License 1364 714.557.5852 Fax 714.557.7621 E-mail hrpinfoOhrplandesign.com www.hrplandesign.com LANDSCAPE ARCH ITECTURE.: ,'PLANNING ', URBAN DESIGN 06/16/2004 09:08 PAX 714 557 7621 HRP LanDesi6n /i/�� C�✓�.-1��- Gliip�rv� VICINITY TRANS MAP R, TATION A A ST yWY 9 o NOT TO SCALE �V �o7 PROJECT LOCATION Z002 W la HR] L NND 55IC uxu.x,aa w.me: 11 t11] Nn IY]�y{(A. 6 •�.s of� ion � m6 6,4� fbK lid."4ww f A-4015 y 0 P r Al r v m m r 0 0 Ga - �ootsr 1krt� �ifl/T Bu/.tJ�! TER (' J y 3 L41)TRAFFIC SIGNAL WA7W- +tf 45.' 27 IRRIG CROSSOVER M PROPOSED IRRIG scs}c� c w W . N O 0 � a \ y E >- V) ' - Q 11 in > U 000 U Q Q L, I n Z Q 1 a0 1XV14%Z L151� 167vl- -00 q1*wy Q fy �z —1 EI ! J 1 8" RV me IIAf 1r t 1 12" EFW K. R 8" I6 I< I�^ oal,stm f 8" RW IN 16" CASING (ZONE "0") G�1G 148 TION 7•1 0 a x Scs1.cC PR( EXIST R/W-- —z .•� �e-/1s1JC��..� 2V" I?OMEST WATER m l W 7brR-s e-4T� E 2 EA 1 1 r r f r 1 i i I i f i II A" SITE 27,985 TOTAL SF 24.46% COVERAGE 49 CARS 0.47 FAR 5,565 LANDSCAPE SF 19.8% LANDSCAPE COVERAGE "V SITE 25,812 TOTAL SF 24.46% COVERAGE 45 CARS 0.473 FAR 4,535 LANDSCAPE SF 6 LANDSCAPE COVERAGE Ez]41i1 Fs � _Ali �jOEM�%r' V V.. _ A p o. E la WIN oEll / l , i PARKNG SUMMARY FOR Tig USE OF "FlV_ DKLSTBiG BRCH BAYVEW F'L424 VE9TCULAR ENTRY _ E ZTPIG - 376 SPACES + 2 LAA SPACES RElrolIAtED - 376 NEW ENTRY E3-MP4ATE8 5 SPACES AAONG 2 8PAfFS NOW REAURED 2lSPACES REvSTRP TO PARKNG 376 SPACES NOW AVAL l_E SITE DATA NEW CONSTRUCTION AAE530R PA OS43"M8 ,139 47,439-R-M439-3M2 ,&439-361-24 PAR®.A -Tiff SW Y1 OF LOT m OF TRACT NO.N5,A44P BOOK 31, PAGE ZS PARCELS-THEFUTm OFTRACFBOOK ZI, PALE 26 JB' 4` ' PARR C -THEM 12 SW 1? OF LOT 6B OF TRACTNO.NK.6 NO.9B4 A4+P BOOK ZFGE , PA29 •� ^ • . _• sa. PARCaD -THE SW 66. OF LOf%OF 1RACf NO.N6, A4U'BWK3I, PAFZ 35 Od4adR 13RM[741LT PARCD.E-LOf%OF TRNLT NO.NB,ANP BOOK 2L PAGE 35 LAGtlPID UALl7BIL S E EE3Df-SIAIUINEWPORT el 9I660 05L{ sue_ u ZONNG v BP-BU3PB55 PARK `P TOTAL STN AREA v 96= SQ.K.=W ACRES) STFE COVERAGE . 212 % BOOR AREA, PATIO 47.6 % Z. 5.42' • 2Z LII95GPE ARFA: \ Mj7 �- GUmSf.WEAREAv 17,337 SQFROBm)O FEMA fE00D ZOND'1POUFSB3E S FEDOD NAME =972A9 ]. ]j{\/\{))PARKPGM//HANDICAPP® p' LUS®5FANOM1RD'K1USTADBTOTAL PAR$Ilm PROVmE= RAMP DETAIL IIUILUINU Tz 0 'C' SffE 42,407 TOTAL SF 1&84% COVERAGE 78 CARS 0.476 FAR "tPRO"� "'ro°` �KQB nv4 .4n RRR,.ur. 7,277 LANDSCAPE SF 17.04% LANDSCAPE COVERAGE ® srt uon9c xoTs M1PeuEm tnwes ce A➢B1E56 311M1LL N n,� a+ uLtav wo 60SIrq uuRS x aiw A,OIi 1R1 rB3 MAWC mr mnxc maT.uLNKEa,wB® THAT6fl/MYV6oE AlD IEd.E1MM TiE 5RHi 04 P1YD DAiRG 1U!®Y2IO MIIB54WL FEVL1x11E lYlf6M ADLL14AMNMM OF IF OFNW{pA6INE MVdMIiANLL WNRAST WRH R9taWTJ0IXr4AAN3 AxIHBR@M9NY1Y roDIWY£95QB{IR WOT. NLIgi6.Q OR EELWWmxIWN1tD 30 xTENE M1T xOff. MNIF$9NlCfM IBTIWIRH]BNIB2R 1�.EiBlro 3NVEA®Blro ena uwr HIRI A IXE{fK11 61TdE 9N.'Q MTO M1G1mD I06. 3GBIC AlF!ffi LaAvrt:a ua 3:R: ERwroN e6uaF BPF B@IIIWNF • r:.Bxc AaatEF BanR3c To PF SHBpm awL3Pvv,6 wt:Avi rws,mcero eunnuvc ww. uwDnsau3na,aa s:Bw3t PCffiS Ra3>;wAla MN6,UD mBRwrs 3ewL of Bsuum ANO aBrABDULr1Kq ro Am fMNBINBi xR+c erouartro T:asnee AAawwr wr$U611RM1 wrmN mjU6(roRAiaeocwrM1offi ran n¢ una RN1Lt M1CmL@N®m 3 sDs of BuwRwT ua swL Ev:M1n T. WIDpm 1AHCMF /x) Awmusro ¢ � we 3nuarnAr we ums Rawl. M1urtua ua TAIpLVp69WLE3'� Aro swum m A rAa6a0aLavtB43133t moa ro wuRrtK ro v6m'THF xnvmaae um. ®f t 1� 4 ® BLDG "Co U m No In Z 0. '1 FO .02 o � 00 IS ly mq� o LL Fn QV 0 E �N JD ^3a au in 3:1 x w v �'Mq N h iio� � 3 Zia f QA i i �i O U ON j4- F�.�ZZQ �i 1y W Q N i Ho a -WWI Q Q m u m i N i =NE V O� m NZ _ ttuO A0.2 GRAPHIC SYMBOLS Y 4 aSznwnoArr.Pcw+ xm mA QB f--n.nrwa 8 Bew�w urmeceeCresAmocm IYGltApl�NlA1N A aawow,uex ®rmuoemunw �� WtYvvOnY.R,w mums P¢unre .— m..uw�w A:mrn¢svarcVeDouro� �� YwVJY�.PW,W.P.n P4M[EtOWYN Rum-i= rm . PNNIW TIYIYMI rAa orwue ^••^cweue AVRna.e Faeroe _f--wcaDexAxeom _______ vanwmnaw A NEW PROFESSIONAL OFFICE BUILDING COMPLEX BIRCHB A, AW1 EW PLAZABUILDING "A" 2342 CACiA STREET, NEWPORT BEACH, CALIFORNIA 92660 BUILDING C!A STREET, NEWPORT BEACH, CALIFORNIA 92660 BUILDING "C" - 20341 BIRCH STREET, NEWPORT BEACH, CALIFORNIA 92660 w ti..N ARCHITECT WATKNS/BAILS & ASSOCIATES AN ARCHITECTURAL CORPORATION 20401 Birch Street, Suite 220 Newport Beach, CA 92fi60 (949) 222-0558, 222-0525 fax email; wbaarchQaoLcom Contact- John C. Baile, ALA CIVIL ENGINEER A.C.E. CIVIL ENGINEERING, INC. Project Engineer, Carlos Alba, PE 27758 Santa Margarita Pkwy, #395 Mission Viejo, Ca 92691-6709 (949) 766-2686 (949) 203-8592 fax email; acecivileaol.com STRUCTURAL ENGINEER FRAME DESIGN GROUP Project Engineer; Jack Howard, S.E. 2 Faraday, Suite 101 Irvine, Ca 92618 (949) 595-8015 (949) 595-8018 fax email; awijayCapacbell.net MECHANICAL, ELECTRICAL & PLUMBING ENGINEER; LINIWOOD ENGINEERING ASSOC., PA Project Engineer, Timothy R Hatch, P.E. 600 Anton Blvd, Tith Floor Costa Mesa, Ca 92626 (714) 371-4060 (714) 371-4001 fax email; thatch@linwoodengineering.com ACOUSTICAL ENGINEER COW ACOUSTICAL CONSULTANTS Project Engineer, Rick Colia 177 Riverside Drive, Suite #F Newport Beach, CA 92663 (714) 960-7511 (714) 960-6775 SIGNS & IDENTIFICATION A ALL BDILDPIG [NIRWD3 THAT ARE AOOSSIBIE TO Alto BSA01E BY P(PSOPS LVIOI DIwRBaLES AND AT A DLY tMM LONG W AIOPr ORIADNG TO M A2TiSID1E PDUfE OF iPAVasHALL M MUCT R) WEIR A SRii DLSP(AYBR: 1NE IMEPNAIIONAI. SYMBOLOFADOSSI&DEY,A YYTTi ADDIIKTNAI DRECIIONN. SIMS,AS MQwDD,ro BE veelE To F860N5 ALONG APPPDAD@HG rai T WAYS (rrlra_sT & RRi) J OWNER BIRCH BAYVIEW PLAZA, LP. 20411 Birch Street, Suite 200 Newport Beach, CA 92660-1797 (949) 852-0700, (949) 852-0143 email: jpaida@steadfastcompanies.com Contact; James Palda SOILS ENGINEER PA & ASSOCIATES, Inc Project Engineer, Parvis Azar 23011 Moulton Parkway, Suite #G-4 Laguna Hills, Ca 92653 (949) 581-7474 (949)588-5423 fax email; Parvis@paassociates.Wm LANDSCAPE ARCHITECT STUDIO FIVE Project Architect; Kenneth Andre%,A.S.L.A. 15375 Barran Parkway Suite "01 Irvine, CA 92618-2207 (949) 450-0056, (949) 450-0051 fax email; studios@earthlink.net UTILITY CONSULTANT UTILITY CONSULTANTS OF ORANGE COUNTY Project Manager Eileen Jones 23101 Moulton Parkway, Suite 202 Laguna Hills, CA 92653 (949) 855-9558 (949) 855-4079 FIRE SPRINKLER CONTRACTOR (TO BE DETERMINED) GLAZING CIUTERIA SIETT' QALNG MATWAL B REQW4D FOR PLAID (R.YSS PANGS U T16W 9 SQ.n .LID Las THAN Ir FROM FLOOR OR PANELS WII10N V- OP DOORS. A11 QALISG M HArAR00U 1MNKlNS SNAIL WhWLY 1W®C SECRA(G. HAPARDOU fOGilOId RHR11OE W41165 M9 EIX65 DOORS, UtURAMU SVlBRSiG DOOIS,WHEPE lHE erPosm EDLE 61E55 THAN 16wi O O iHEFi00R,iHEtwos® TOP CAGE 3 GREATER 114W 36• ABOVE TN6 FLOOR, WFIEFI ONF OR L.101E WAWNC SLAffA/S WDHPI 36' HOPODNPMlY OF TFD: PONE OF 1FE (RADNG THE GOVERNING CODES,w1TH LOCAL AMENDMENTS, FOR THIS PROIEQ IS AS FOLLOWS AND AS SHOWN BY THE CO UCRON DOCUMENTS. A CALIFORNIA BUILDING CODE (C0(0,2001 EDITION B. CAUFORNIA MECHANICAL CODECC(Wp0Q 2001 EDITION D CAkUFORNL& PLUMBING CODE (CEO; 2001 EDITIOON SHEET INDEX CIVIL 1 of PRECISE GRADING & ERO5,ON CONTROL PLAN 2 mf2 PRECISE GRADING PLAN STRUCTURAL 3 of3 PRECISE GRADING PLAN DETAILS 51,7 GENERAL NOTES' SIP 1 COVER SHEET ��-`^" S12 GENERAL NOTES _• SIP-2 SITtEET PIeW `+EPAR4TE 52.7 IA& 2nd LEVEL. PLANS BLDG •A" SIP-3 WA7EWSEWER PLAN ��"ITT'� " S2.2 ROOF LEVEL PLAN BLDG -A- NOTA PART S2.3 19 & Ind LEVEL PLANS BLDG 'B" LP THIS SET S2.4 ROOF LEVEL PLAN BLDG B" I. `�-�"�/�/ S2.5 7st& 2nd LEVD. PLANS BLOT •c TS TTTE SHEET ELS 52.6 ROOF LEVEL PWV BLDG 54.1 PANEL ELEVATION 'C' A AD.1 N GENERAL NOTES S42 PANEL DETAILS A02 SITE PLAN SITEPLAN S51 TYPICAL DETAILS AD34 DETAIL PUNS BLDC A" S52 TYPICAL DETAILS A03b DETAIL PUNS BLDG "B" S5.3 DETAILS A03C DETAIL PLANS BLDG 'C S6.1 PARTIAL STAIR PLAN MECHANICAL BLDG. "A' BLDO B' BLDC "C" Alba eUiLniNa "SEciimis' DEFERRED SUBMITTALS A2J SECTIONAL DETAILS A3.Oa STAR �ATOR DEETTAIL PLANS SLDG A' STRUCIURM. -OPEN WEB JOISTS A3.Ob STAIR /ELEVATOR DETAIL PLANS BLDG B" A3DC STAIR /ELEVATOR DETAIL PLANS BLDG "C & METAL DCCK A31 INTERIOR ELEVATIONS REFLECTED CEILING DETAPLANS ® ® A41 IL GLAZING GLAZING SUBMITTALMCNKW CONMMIM N ArLVSM onmlc �roito'LaagniY� AN0 SPMINUL S ISiM iuta rRASS O]fb61NG Of SIGNAGE SUBMITTAL 0114*7 1105OFBASSLAM@ W[TFI AQEw DE9GWM ONnWCR1R 1USDC BR@JAYFR THM QASS QLHLM M SLFDY Q.W 14 87IWr Doal a,ws To N TBHPBFD. SPMard is PROTEc(m ANgOR Lx16 Lqt N® TO BE sA Guam FIRE PROTECTION SUBMITTAL CSEE aATBTG 011BIIN/MD n�ORE f106 Ear N[iD ro Ri%YmU IRmat PUN nf0, /D02�tro. mr64WIrHM1iltem.A411pR! ELECTRICAL FIRE PROTECTION M DETAILS & SYMBOLS FP11a BLDG A" PLANS FPI1b BLDG B' PUNS FP1.1c BLDG "C 1st FL PLAN FPI.2c BLDG "C' 2nd FL PLAN FPI.3c BLDG 'C' 3M FL PLAN PLUMBING P1 PWMBWG SCHEDULES & DETAI P2 PLUMBING SCHEDULES & DETAI P11a BLDG A" 7st & 2nd Floor PLUMI P1.1b BLDG B• 1st& 2nd Floor PLUMI PLIC BLDG 'C' 7st FMor PLUMBING PI2a BLDG A" ROOF, RISER DIA & S P12b PI2e BLDG B" ROOF WSER DIA & S BLOC 'C 2rid Floor PLUMBING L P13c BLDG 'C 3rd Flaer PLUMI Mr. LANDSCAPE La IRRIGATION PLAN L2 PLANTING PLAN L-3 LANDSCAPE PLAN L-4 SPMFICKFIONS SITE DATA NEW CONSTRUCTION BUILDING DATA - BLDGS ^A" & "B" BUILDING DATA - BLDG C. BLDG SF oToss RxT.slas ASSeSOR PMm.#s4T}33I 13,439-392�U9-392-09,tAa91-B9,&a9"391-4 O=MMW7YPE= 6 OODRMty TTff= PARr9.A -THE SW 720E BR 6]-OF TPACr Na T06,MRP BOd(21, PA[E 25 M10B7GTYPE= 7m V_%FUDY5P0N]ER® MDPJO IPFA-BEOG •A•: PARCa 8 -IFiE IBE 12 OF lot Q OF IPKT NQA6, MAP BOOK 2f, PAS ss BtuD AIATBWM BUIIDP.G TYPE v 11TB W 11OIlR lVSPIRaPHf SUBSIINnON tR FLOOR AAH v 6p16 SQFT. PARm C -THE SW i? OF IDT fiB OF 1RACf NO. TO ADOW M OPESTOH l 1110= rIKYMAP BOOK 2f, PALE ZS OONRDE,pAS4NLFMAIM, LTPSUM Ld AW It811) AREA = iID SQ1T. PAAm D - 751E SW 66' OF LOT % OF TRACT NO.RB6, AMP BOOK 21, PALE 25. 07 &lBDF7G 6R BIOG A & & BNUNG iBLLYS: TOLLL BINDRVG MIA =U PARm E-lOi%OF TPAR ND. TRS,MAP BOOK 2f, P.tG=25 3C-C101`01FPMMET 00NM1XGknAW1*d1KcitsuM eURDPG ARN-BIDO 'e^: BIRCH STREif.tEW10RT BE<K G151660 3Yd'lOP OF AE6K41GL1. ROOF SOt@I BIADPID IBCHr BUG C 61.BDNG ItxilT ■DG C UFPDOR AAA = 6,3L5 SQFT. ZOWNG = BP - BDSNt4 PARK 3T 70P OF PMHET 3T-0'tOP 6 PARAPn Ld FHOOR ARG - 5S%SOFT. SITECOYMA IOIM SIZE AREA = Piro SQ.FT. D3% /.� SS1111EE 7TVVMML155,, 4Y-0' lDP OF AIEONIKAy ROOF SdDlT =TOP m ASDLRDOF 56IDH IOPM BUDRJG APFA =girl SQFT. BOOR ARFAMR,IIO = A % sulullm 11N08L 58APA r�wis � SmRE�WMAI1�1�Sq, AIA�SRRd]HS IUWiG MIA-&DG Y: IAhOSG/PE AR - ARE IR70Bt 5@ARAIE I`0iJY118 FLOOR AP.GV a 7" SOFT. 3n1 HOOK AUA= �SSINK.. FDNA WDZ(M=E xoViSNE soDrR a00o7nMPIE•n�p ABOA'ABIE AIBDNG ARES mR TIPS VJI ® AuowAaE B0R0B1G ABDL TOR i7YEw Fn yy ® TOTAL BOBDLVG MA=]46n 3Q.rT. BASK: NIONABIE AREA = PARRp'G RFQIMU: PIKE Semcas i3 eBom �n i•.BBD 06 A2AG9 5ROFFLLE/].SO = 1Nb STNIS li)iALNigVA91E BIAIW7G AAA n i6ARO SQFT. BASK: ALLO AIII A = 6ML TOLLL OF BID(5 A4& C .�L P WWV1CWEDPPK16T3VMl ACC3$ 6=Us MRLMD TCJ ABAII5100'{SeeSOLD i2 lB,B3D SQFT. �ASIAI SQ•FT �Q��p�H��l 5TANGSRD (!V7 1T) 10 STALLS TOTMMID{VMIE BUNG ARIA = 2"W SQ.Fr. TOPM FAPxNG IMOVIDU = m 5fA1L5 tPDI BInWNq W'Z m Q0 i) q U 0,0=�. yK m QU dE W N 2 a�� S _Z U YQU4N < m Z Se > 3Q aP� TIRE SHEET TS 08/18/2004 09:01 PAX 714 557 7621 HRP LanDesign 10001 HRP LANDESIGN FAX TRANSMITTAL FORM 6 Sent o) &r�� Company:FAX Number: (7yJ 47�/fs_ 8263 Date Sent: _ J A"i 2 �` Number of Pages Following Transmittal Form: 3 Regarding: From: A"��d e4leee Client job Number: FAX Number (714) 557-7621 XC: SSI Cwnn] 3242 Halladay, Suite 203, Santa Ana, California 92705 License 1364 714,557.5852 Fax 714.557.7621 E-mail hrpinfo@hrplandesign.com www.hrplandesion.com LANDSCAPE ARCHITECTURE P L A N N I N G URBAN DESIGN t VICINITY MAPZWY W �MfYN�7y l�l�Oi OO IAVOlWf R#A<. C S/Pp/ INV I 1 V OVHLC HRP LAND ESIGN rnaar 9u�r¢mauw 6-xny/ LINE �\ i, MONITORING WELL t \j #26 ; 0 ti SIDEWALL , i �ONITORING�\WEL'L- { �` '�N #VW3 - \\ 3Xr `\ t t 1 AAl1AIIT/ -•-- , 1XVIAV 4W*#any ,G ti IG WELL 3 WELL,AN l iC yT` •_` -JOIN SIDEUL IT v L�lMlTtSBA Y16W OF CR�ApI. I is A �i?7,tflt57"/ , r. 4 MONITORIN t WELL #B25 r i ?, 6�/6-0� \ POWER PEDESTAL ADDRESS - PARIS LANE Q1 PL NEW ALP-248U CABINET & PAD W/ATTACHED POWER METER. PL..1.2' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. PL. 1.5', 1.-4" STRAIGHT PIPE STUB OUT FROM SPARE OPENING EXCAVATION . DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G PRNATE PROPERTY PUE) 59'x1'= 59 SQ.FT. 12 UN. FT Tx1'= 7 SOXT. 4 TIN. F.T. VE DATA A L E 90'00'00" 7.85' 01'3651 3:1' ST30'29" 7.64' TYPE 4C NO PM EL p Q � Q2 PL. 12' 2-4" DUCT p o TYPE 0 a 4C O . PM Z 12' SAI TO VRAD CAB VERIFY - y PL 12' (+20') 1-#2 SOLID COPPER w P2 (L WIRE (GRD WIRE)., it II II II II N.P.M. CONST. NOTE 6)- SEE DETAIL " A " 0 r7 0 * 0 0) a 0) KI (SEE o0S 0) 000. ++++4 0) 0 0 0 C 3 0 Q PL. 79' 1-3" POWER DUCT STAIR Y TYPE = SCH 80 PVC NO PM - 79' SCE-TRANSFORMER(P#5161158) TO PED. VERIFY _PWR NOTE: STREET IMPROVEMENT PLANS ARE NOT AVAILABL9' LOCATE, VERIFY AND PROTECT ANY SUBSTRUCTURE IN'THE WORK AREA AS REQUIRED. co TRACT NO, 8336 p Y LOT 12 L' PUBLIC UTILITY EASEMENT Z Q. cc! Ci 0- Ln a 1n 11 II' N II O Cd - 00 O - L yp-4.TEEaJ2 w0PA 03 ®REMOVE 4' EXISTING RETAINING WALL- - a{BC/L L> LPARIS. LAREMOVE 10.21 E)QSTING RETAINING WALL N Q P/L—�IVATE STRE 0 CONSTRUCT TYPE B RETAINING WALL PER qE APWA STANDARD .PLAN 618-1, APWA STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION Q IL SEE DETAIL B J v STAIR 10+00.00 C . L PARIS , 104-00.00 CIL PRIVATE 0 POUR(10.21'X4') CONCRETE PAD- QIv ^` (3-7 U a " 210 LILLE LANE APARTMENT BLDG.. DATE I - REVISIONS DIAL TOLL FREE 1-800-227-2600 'p AT -LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ao9�P DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION at&t California r----=-------- i 13 3I 1'IRV6: 7'11 l CSW=4.E;', io' to 23 AIR O� GUTTER d \1 BUR. CA. Ir ll DETAIL A N.T.S. / 5' / I 10.21' Imo,: 4 r---_---- -I t . 1.5, FOOTING Z I— GS 3,1 101 OIRV CSW=4.5'. a 10.2P `J . l- -P/L . CURB RETAINING WALL DETAI N. T. S. i CONSTRUCT/ON NOTES 1. MINIMUM COVER FOR STRUCTURE 36' BELOW EXIONG GRADE OR 30" BELOW GUM FLOWUNE 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE VERIFY LOCATE AND PROTECT AS REQUIRED. BEFORE EXCAVATING CALL: 3, U.G. SERVICE'ALERT 1-(80.0) 227-2600 4. ALL TRAFFIC.' CONTROL TO BE :IN" ACCORDANCE WITH THE C.&U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION . WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP s AS REQUIRED TO ENSURE COMPLIANCE WITH, SBC POLICY LETTER ISSUES FEBRUARY 21,, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER. POLLUTION PREVENTION PLANS (SWPPPS) MD. -IN ACCORDANCE WITH THE, CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE II RULE IN 1999. 6. PLACE #2 GIRD WIRE IN SAME TRENCH AS 2-4" DU. CONNECT #2 GIRD WIRE FROM THE GROUND BAR OF THE SAI. TO THE GROUND RING OF THE 248C CABINET. TAG EACH END OF THE #2 GIRD WIRE WITH THE FOLLOWING INFORMATION: AT THE SAI: "SAI TO VRAD- GRD'. AT THE VRAD CABINET NW TO SAI GRD'. ALL GROUNDING TO BE DONE. PER TELCO SPECS: RECORDS NOTE*TIESOF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS DTH .1�_. _ . 0.9 in • 8 2 .3 in. 21.1 in. n D 49.8 90 in. 68 in. 1 .9 in. ALP-248U W/POWER METER DETAIL (48' LOW PROFILE) CONSTRUCT MASONRY RETAINING WALL - TYPE B PER STANDARD PLAN 618-1. APWA STANDARD PLANS FOR PUBLIC -. WORKS CONSTRUCTION -� --- -- ow MORTAR FROM VERTICAL JOINT IN FIRST COURSE ABOVE BYERS YERS PROPOSED GROUND LINE r3 INEERING 320 O.C. FOR WEEP HOLES. COMPANY FILL ALL CELLS W/ CONCRETE. - Authorized Contractor to AT&T 1265 Vanburen Rm. 180, Anaheim, Ca. 92807 Pamela A. Hovey O Inspector Cell 909-771.7590 SECT/UN A A E-Mail: ph2290@att.com SCALE : 1 "- 20• N.T.S. COMMENCED - 20— , COMPLETES 2Q RECONCILED U.G. DESIGN ENGINEER: G. VOLK (714) 666-5348 SCALE 1"= 20 NEWPORT EXCHANGE COSTA MESA C,O: AREA EXCHANGE ENGINEER: B. SKAGGS (714) 237-61.97 SEG. 1418-7634 CONDUIT CONSTRUCTION. SUBWAY INSPECTOR:, M. PICKERING.- (714) 669-2235 T.G.M. 888=G6 ROUTINEDATE I OFFICE FIELD PREPARED 07 28/08 A. MUNMYAC CONTRACTOR : MAP # CHECKED- SHT 19C APPROVED APPROVED \tJ' LE(1 9) 5673D34 S.A.I. ADDRESS: F 220 PARIS 'LANE DAif.rm3.1 1 505 DWG. L- 0 0 0 0 0 CA DATA. R. A L ICURVE 12.50 16.5156" 3.68 B 5.00 .90'00'08" 7.85' C 5.00 85'49 30 - 7 4-9 co ? Y v (33 Q_ rL a 8 SWR ON DATE, I REVISIONS FOR PWR PICK—L DIAL TOLL FREE 1-800.'227-2600 o AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1W 2-,V CPC_.- 10 — 36TH ST. ONE WAY — EXCAVATION DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C R G CITY OF 60' x 1' -- 8 LIN. FT 8' x 1' = 6 UN. fT NEWPORT BEACH 60 SO. FT 8 SQ. FT OPL NEW ALP-248U CAB. W/ PAD (D PL. 12' 2-4" DU. W/ATTACHED POWER- METER. TYPE PL. 12' 1.5 FLE)( PWR. DU. 4C O PM FROM PWR MTER TO VRAD- CAB. 12' SAI TO NEW VRAD CAB. VERIFY PL IS 1-4 STRAIGHT PIPE STUB OUT FROM SPARE OPENING PL 12' (+20') 1—#6 SOLID COPPER TYPE 4C NO PM WIRE (GRD WIRE). N.P.M. (SEE CONST. NOTE 6) POWER PICK—UP Rl 2333901E i—PL. 1-3" DU. I 11152017aft1A - R. A`v'" DRAWING TO SCALE DO NOT REDUCE, DURING REPRODUCTION CONSTRUCTION NOTES 1, MINIMUM COVER FOR STRUCTURE 36" BELOW EXISTING GRADE. OR 30" BELOW GUTTER FLOWUNE 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE .VERIFY, LOCATE AND PROTECT AS REQUIRED. - BEFORE EXCAVATING CALL: 3. U.G. SERVICE ALERT 14800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTIUZE AND. IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP's AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING -AND STORM WATER O PL. 82' 1-3" PWR DU. POLLUTION PREVENTION PLANS (SWPPPs) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND TYPE = SCH 86 PVC EPA REGULATIONS PUBLISHED IN 4990 AS MODIFIED NO PM BY THE PHASE 11 RULE IN 1999. 82' PWR MTR TO POLE# 2333901E 6. PLACE #2 GRD WIRE IN SAME TRENCH AS 2-4" DU. (SCE) PWR PICK—UP ( CONNECT #2 GRD WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE VRAD CABINET. TAG EACH END OF THE #2,GRD WIRE WITH, THE FOLLOWING INFORMATION: AT THE SAI.• "SAI TO VRAD GRD": AT THE VRAD CABINET: "VRAD. To SAI GRDO ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURNG FIELDING. CORRECT PERMANENT RECORDS PARK /A \ /ZD ETAIL /A II SCALE: 1"=5' i OI �R�M 4 BLOCK WALL at&t California 7.60 in. ✓WIDTH %inn _• � 6�0E �� 2 .3 1 in. / 26 in 49.8 in. i 90 in. ._ in. ALP-248U W/POWER METER DETAIL (48" LOW PROFILE) N.T.S. COMMENCED-20 COMPETED 2t RECONCILE[! U.G. DESIGN ENGINEER: G. VOLK . (714) 666-5348 SCALE- 1"= 20' NEWPO/RT BEACH EXCHANGE CbSTA -MESA C.O: AREA CONDUIT CONSTRUCT/ON EXCHANGE ENGINEER: - B. SKAGGS (714) 237-6197 SEG. 1416-7702 SUBWAY INSPECTOR: M. PICKERING (714) 669-2235 T:G.M. ` 888-G7 ROUTINE DATE OFFICE . ELD PREPARED 01 09 06 WMABROWSKI CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 2231 1 HROOHT Sr.,ST., STE. ! � HUNTINGTON BEACH, CA. 9Z646 PHONE: (71.4) 963-6793 fJN. 5213 -MAP "# RTE 3D 3KHURST CHECKED APPROVED APPROVED LE( 1 9)5673046 DWG. L- i S.A.I. ADDRESS: OPP. 206 36Th1 ST. 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"_ 94 O 44 46 y� 78 62 p 60 18 22 12 14 16 88 52 444042 6a 243896 6428 746 66 58 72 36 86 30 19�' j 17 1023' / 1027 1101 p t 130 lllir -f� f fJ flil li25 1519 City Boundary i1 1600 718 1729 { 732 723 Q 706 717' 1130 709 1200- T3 122 7 1201 1215, j 1207 ( 1223 r r 252- 248 386 413 1201 •213 241 220 http://www6.city.newport-beach.ca.us/servlet/com.esri.esrimap.Esrimap?ServiceName--nb_info&ClientVersion=4.0&Form=T... 08/15/2008 C/L CURB R/W RW CURBI CA POWER PEDESTAL ADDRESS PORT SEASC-ILIRNE- WAY ESMT TOE IVY U 0 O d O > W cn LU Z 3 I j2 z w 2 IW w I a w 00 U) m LO 0) r_� 6 ui ui t< + + + + + O o O 0 O oi8e D I 0 / D AASS�+ m A13AND.ICA+2CA — V IVY N ~ ' Z Z o > Q W W Q LiUv vL1 UL1 . DIAL TOLL FREE 1-800-227-2600 u AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA a Ida ►`1y1:1.111:411d NEWPORT HILLS DRIVE EAST . ,... -, 0 BUR —3BLM i REVISIONS IL U O CO 0 < 0 I� 0 z am I CURB P• r - - - - R/W �a fn 4J7 RW CURB C/L 02 SAN MIGLDR /EL . 10+00.00 C/L SAN MIGUEL I 10+00.00 C/L EASTGATE DR. DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION CURVE DATA R I A I L A 12.50' 1 34.25'40 7.51 B 12.50 89.56 51 19.62 Cj 25.00 19'30'45 8.51 EXCAVAT/ON DATA OWNER ASPHALT CONCRETE DIRT TUNNEL C & G CITY OF NEWPORT BEACH 12 LIN. FT 39' x 1' = 39 SQ. FT 00 LN FT PRIVATE PROPERTY 57' x 1' = 57 SQ. FT AT&T EASEMENT 15' x 1' = 15 SQ. FT OPL. NEW ALP-248U CABINET & PAD W/ATTACHED POWER METER. PL. 12' 1.5" FLEX PWR. DU. FROM POWER METER TO VRAD CABINET. PL. 1.5' 1-4" STRAIGHT PIPE STUB OUT FROM SPARE OPENING TYPE 4C NO PM OPL. 16' 1-4" DU TYPE 4C O PM 16' SAI TO NEW VRAD CAB. VERIFY 3O PL. 116' 1-4" DU TYPE 4C O PM 116' NEW VRAD TO ENDWALL VERIFY U Q MH 1061 12.5 X 6 X 6' 1__� 450 CU. FT. U) ,., PL. 1-4" DU. TO VRAD 15O W O O NEWPORT HI LLSSDR. EAST 000 C/L 000 000 000 WEST WALL MH 1061 LOOKING WEST WALL / DETAIL /AI" m 2 •` 1 )IRT J (D V 3BUR. CA 3 \ O \ - �BYERS,' INEERIN COMPANY Authorized Contractor to AT&T 1265 Vanburen Rm. 180, Anaheim, Ca. 92807 Pamela A. Hovey Inspector Cell 909.771.7590 E-Mail: ph2290@att.com 9 68 in. CONSTRUCT/ON NOTES 1. MINIMUM COVER FOR STRUCTURE 36" BELOW EXISTING GRADE OR 30" BELOW GUTTER FLOWUNE. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. BEFORE EXCAVATING CALL: 3. U. G. SERVICE ALERT 14800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP's AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FE13RUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPs) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE II RULE IN 1999. 6. PLACE #2 GRD WIRE IN SAME TRENCH AS 2-4" DU. CONNECT #2 GRD WIRE FROM THE GROUND BAR OF THE SAI TO THE GROUND RING OF THE VRAD CAB CABINET. TAG EACH END OF THE #2 GRD WIRE WITH THE FOLLOWING INFORMATION: AT THE SAI: "SAI TO VRAD GRD". AT THE VRAD CABINET. "VRAD TO SAI GRD". ALL GROUNDING TO BE DONE PER TELCO SPECS. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. O� SCALE: 1 "=20' 7.60 in. WIDTH 49_8 in- EIGEoin. n. 8 49 N (D In z 0 0 I M ALP-248U W/POWER METER DETAIL (48" LOW PROFILE) Z N.T.S.' r COMMENCED 20 COMPLETED— 20 RECONCILED U.G. DESIGN ENGINEER: G. VOLK (714) 666-5348 SCALE :1"= 20' NEWPORT BEACH EXCHANGE FORD C.O. AREA EXCHANGE ENGINEER: B. SKAGGS (714) 237-6197 SEG. : 1414-7650 CONDUIT CONSTRUCTION SUBWAY INSPECTOR: M. PICKERING (714) 669-2235 T.G.M. : 889-H6 ROUTINE DATE OFFICE FIELD CONTRACTOR : PREPARED 8 22 06 V. ZUNIGA at&t FORKERT ENGINEER/TUG &SURVEY/TUG, INc. MAP # : RT 3 SHT 146 CHECKED 2231 1 BROCKHURST ST., STE. I RT 3 SHT 7 APPROVED HUNTINGT0N BEACH, CA. 92646 RT 3 SHT 6 APPROVED CaliforniaPHONE: (714) 963-6793 ✓N: 504B LE(43) 5673772 S.A./. ADDRESS: OPP. 199.9 PORT SEABOURNE WAY DA# F03I 302 DWG. L- 1 _ — . --- --