The URL can be used to link to this page

CMS00D Leucadia Blvd. Traffic Improvementsapc July 17, 2006 Ms. Omneya Salem Nolte Associates 15070 Avenue of Science, # 100 San Diego, CA 92128 Dear Mr. Bothe: I would like to thank you for choosing Underground Solutions, Inc. to perform the utility locating for your project. The following report details our findings for the pothole locations identified by your company. We are constantly looking to our customers for improvements to our reporting. Any comments or suggestions to improve the quality of this report would be appreciated. At Underground Solutions we strive to provide the most professional state -of- the -art service. This is achieved by our top -of the line equipment and professional field team. We look forward to a continuing working relationship with you and your firm. Si 4- Michael. Arme President Underground Solutions, Inc. UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego. CA 91120 619- 858 -1401 -Fax 619- 858 - 1406 •www undergroundsolunonsinccom am i I W J Ow C) O W Z J J W ry Q Q U/ .; Z O W - W O -ate -- --- -- -- Li-t Z7 - - -- 0 Z z = Q t � W � IT-- J H W :) O T c U m N N Q O Ca- U N CD N a) c: w (2 a) ``L^^ 0 0 Z > Q N - - - m U N J W � / Co .) O 7��c / ) Yr -&- Q O z ? �- O J / W / W J O F- O a Q JLIj a 1 w Q --- I Un W "� A lipl >Q Q z� Pothole Summary UNDERGROUND SOLUTIONS Customer. Nolte Associates Underground Solutions, Inc. Project Leucadia Blvd. Streetscape and 6549 Mission Gorge Road. Site 335. San Diego, CAV111G Name: Traffic Safety Improvement _ 619-858-1401 • Fax 619- 958 - 1406 -VAV v undergroundsoILAIC) ,- Location: City of Leucadia Report Date: July 10, 2006 O: \Projects \N \Nolte - Leucadia \Pothole Summary-Nolte - Leuc.xls E(cox) .70ft 2.68ft UNK S /ENC 2.00ft North -South G 4.04ft 4.38ft 4" STL 3.00ft East -West W 2.50ft 3.48ft 8" ACP 13.50ft North -South G 4.36ft 4.72ft 4" STL 14.50ft East -West Tel(SBC) 2.95ft 3.46ft 4 °(2EA) ACP /CND 21 00f North -South G 4.56ft 5.07ft 4" STL 20.00ft East -West 4 G 3.60ft 4.00ft 4" STL 3.00ft East -West 5 E(cox) 0.54ft 3.12ft UNK S /ENC 1.50ft East -West •• W 3.49ft 4.02ft 8" ACP 4.50ft North -South 6 G 5.06ft 5.22ft 2" STL 8.00ft North-South- 7 Tel(SBC) 2.72ft 3.20ft 4 "(2EA) ACP /CND 9.00ft North -South W 4.1 Oft 5.60ft 14" CND 10.50ft East -West E(cox) 0.72ft 3.12ft UNK S /ENC 7.00ft North -South w 3.98ft 5.1Oft 14" CND 7.00ft East -West E(cox) 0.58ft 3.56ft UNK S /ENC 10.0oft East -West W 3.76ft 4.81 ft UNK ACP 11.00ft North -South 10 w 4.82ft 6.00ft 12" ACP 13.00ft North -South 11 Tel(SBC) 0.40ft 2.77ft UNK ENC 7.00ft East -West •• G 2.82ft 3.1Oft 2" STL 6.00ft North -South 12 W 3.30ft 4.50ft 12" ACP 7.00ft East -West 13 Tel(SBC) 4.02ft 4.34ft 4 "(2EA) ACP /D 13.00ft East -West • W 5.10ft 5.75ft 6" ACP 12.00ft North -South 14 W 3.20ft 4.40ft 12" CND 7.00ft East -West 15 E(cox) 0.88ft 3.25ft UNK S /ENC 9.50ft East -West O: \Projects \N \Nolte - Leucadia \Pothole Summary-Nolte - Leuc.xls - G 4.05ft 4.20ft 1.5" STL 10.50ft North -South Tel(SBC) 0.50ft 3.38ft LINK S /ENC 3.00ft East-West G 4.13ft 4.62ft 3" STL 4.00ft East -West LINK 1.00ft 2.82ft 18" ACP 6.00ft East -West G 3.76ft 4.39ft 4" STL 8.00ft East -West W 4.59ft 5.44ft 6" ACP 6.50ft North -South " Tel(SBC) 0.74ft 6,00ft UNK S /CND 5.50ft North -South 18 G 2.64ft 3.31 ft 6" STL 5.00ft East -West 19 G 2.46ft 2.91 ft 3" STL 3.00ft North -South OAProjects \N \Nolte - Leucadia \Pothole Summary-Nolte - Leuc.xls \ E \ \ E _ n 2= 5 I o U & 7 k\ o k \} $ / 5 c > \ / ) \ / § 7 § $ ƒ \ m \ \ � ° 3 0 \ \ E % $ 5 / ®m 6 ± 6 ƒ \ « c f \ / 6 / 5 % ®E = e a m R = 2 \ 5 \ \ 7 M, o c o g m= e g .� = n= 2.g m a e_- o e 000L)ED LZ2±32i 6E or- 3@2coU) > $7 O k k \w@ \@ 000 L±C /@22± 2olor-m0wow > %$$ E § E _ @ c ƒ m\ y f G\ co /_ \ = » ® I - > 3 � _ L � ae=.- ERo� Mu m= 0 o U) e 2 m# / / /fc)LuLL %$ / / / / / \ / ? z CL O /# o a � E a_ \£ ƒ \ e '� / - £ o $ a 2 b \ £ \ § «4' £ / \ 2 / § ƒ § 3 \ 6 o o.@o «=3_e 2 =U =e e c© =_ m e g o o m e E= U / §\k \ \ \ / » % \ $� £ > 0 \ \ ƒ \ 7 2 = a ! =a e_ c o 0 o R° c o m e =�= o ° §�\ aa \ \ % § U U o o § \ 5 O U o U G o o 'e a 2 2 @ % t = e 13 2@ 3 e > 4 I« § )! ui I \7 ui 2 E .Jl co Eƒ w /wwf /R Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road. Suite 335. San Diego, CA 92120 619 -858 -1401 • Fax 619- 858 - 1406 •�vwwundergroundsolutionsbx.com Location: City of Encinitas POTHOLE # Thomas Bros Map Reference 1 USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction E(Cox) 0.70FT 2.68FT UNK S /ENC 2.00ft North -south G 4.04ft 4.38ft 4" STL 3.00ft East -West Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Logt Soil Type: 10991 Sandstone Pre - Excavation Photo Log Date: 7/5/06 Pavement Type Asphalt (Depth) Concrete (Depth) .7 -0- Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: Electric Line . The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 1 Depth Photo - TOP 3 _ _ _ _ '9 _ _8 Depth Photo - BOTTOM 0 UNDERGROUND SOLUTIONS X7 Underground Solutions, Inc. 6541) Mission Gorge Road, Suite 335, San Diego, CA i1 10 619 - 858 -1401 -Fax 619- 858 -1406 •www undergroundsolutionsinc Coro Subsurface Photo - Gas Line _ _ A _ _ '4 Electric Line i 3 r� s v '1 �8 Top Depth - Gas -s _s - Electric Line Depth Photo - BOTTOM 0 UNDERGROUND SOLUTIONS X7 Underground Solutions, Inc. 6541) Mission Gorge Road, Suite 335, San Diego, CA i1 10 619 - 858 -1401 -Fax 619- 858 -1406 •www undergroundsolutionsinc Coro Subsurface Photo - Gas Line _ _ A _ _ '4 Electric Line i 3 r� s v '1 �8 Top Depth - Gas Pothole # Bottom Depth - Gas Finish Photo UNDERGROUND SOLUTIONS lqkx Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335. San Diego. CA 92120 619 -858 -1401 -Fax 619- 858 - 1406- WWW.undergroundsoluuonsinccom Area Photo .v • IVA _ '5 .a •�4 31 _ s Finish Photo UNDERGROUND SOLUTIONS lqkx Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335. San Diego. CA 92120 619 -858 -1401 -Fax 619- 858 - 1406- WWW.undergroundsoluuonsinccom Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 `' Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619 -858 -1401 • Fax 619- 858 -1406 •www.undergroundsolutionsinc. corn Location: City of Encinitas POTHOLE # Thomas Bros Map Reference 7 USA Ticket # exp. Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Logy Soil Type: 10991/10995 Sandstone Pre - Excavation Photo Log Date: 7/5/06 Pavement Type Asphalt (Depth) Iconcrete (Depth) .7 1 0 Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: Water line The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Top Depth Bottom Depth Size Type Distance From Curb Utility Direction Utility W 2.50ft 3.48ft 8" ACP 13.50ft North -south G 4.36ft 4.72ft 4" STL 14.50ft East -West Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Logy Soil Type: 10991/10995 Sandstone Pre - Excavation Photo Log Date: 7/5/06 Pavement Type Asphalt (Depth) Iconcrete (Depth) .7 1 0 Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: Water line The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 2 Depth Photo - TOP 4 h M 5 �f Rfy9 Y I`Y 3 i- 03 Water Line Depth Photo - BOTTOM r S Ys Y Yl Y Y � , Y Y � � Y • Yl• Y UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619- 858 -1401 *Fax 619 -858 - 1406 •www undergroundsolutionsinc.com Subsurface Photo - Gas Line Water Line war w • 'S A Depth Photo - TOP Gas Line Pothole # 2 Depth Photo - Bottom Gas Line Lei �nt w �rl w. w w ^ w Finish Photo AMN UNDERGROUND SOLUTIONS Underground Solutions. Inc. 6549 Mission Gorge Road. Surtc 335. San Diego. CA 92120 619 -858 -1401 • Fax 619- 858 -1406 •vAvw undergroundsoluuonsinccom Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 1%' Customer: Nolte Associates Underground Solutions, Inc. Project Name Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road, Suite 335. San Diego. CA 92120 619- 858 -1401 • Fax 619- 858 -1406 •www undergroundsolutionsinc.com Location: City of Encinitas POTHOLE # Thomas Bros Map Reference USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction TEL(SBC) 2.95ft 3.46ft 4" (x2) PVC 21 North -south G 4.56ft 5.07ft 4" STL 20 East -West Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# 10995 Soil Type: clay Pre - Excavation Photo Log Date: 7/5/06 Pavement Type Asphalt (Depth) Concrete (Depth) .70 0 Vac Truck# Plan Sheet# Marker: PK Nail Subsurface Photo: TEL (SBC) 4 The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 3 Depth Photo - TOP NWAw _ w _r � r• w _ _ 1 - E�L .mr. =1 ". 9 -4°2 w ws w w ! w a TEL (SBC) Depth Photo - BOTTOM w _ '8 w _ =-7 6 w '5 =-4 Ell TEL (SBC) UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619 - 856 -1401 *Fax 619- 858 - 1406 •WWWLindergroundsolunonsmc.com w . �+ M _ V M r• ^ w ;r6 Subsurface Photo - Gas Line Depth Photo - Top Gas Line Pothole # 3 Depth Photo - Bottom Gas Line _ 4 - =3 _ I I=- Finish Photo UNDERGROUND SOLUTIONS Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335. San Diego. CA 92120 619 -858 -1401 -Fax 619- 858 - 1406 •www- undergroundsolutionsinc, com Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619 - 858 -1401 •Fax 619- 858 - 1406 •www undergroundsolutionsinc.com Location: City of Encinitas POTHOLE # Thomas Bros Map Reference 4 USA Ticket # exp. Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# 10993 Soil Type: Sandstone -base Pre - Excavation Photo Log Date: 7/5/06 Pavement Type Asphalt (Depth) JConcrete (Depth) .70 0 Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: Gas Line .. "0 U, a Anor Iry . The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Top Depth Bottom Depth Size Type Distance From Curb Utility Direction Utility G 3.60ft 4.00ft 4" STL 3.00ft East -West Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# 10993 Soil Type: Sandstone -base Pre - Excavation Photo Log Date: 7/5/06 Pavement Type Asphalt (Depth) JConcrete (Depth) .70 0 Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: Gas Line .. "0 U, a Anor Iry . The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 4 Depth Photo - TOP Depth Photo - BOTTOM UNDERGROUND SOLUTIONS V47 Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619- 858 -1401 • Fax 619- 858 - 1406 • www undergroundsoluuonsrnc com Finish Photo Area Photo UNDERGROUND SOLUTIONS Customer: Underground Solutions, Inc. Project Name: 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619 -8513-1401 •Fax619 -858- 1406• www.undergroundsolutionsinc.com Location: POTHOLE # S Subsurface Utility Report* Report Date: July 11, 2006 Nolte Associates Leucadia Blvd. Streetscape and Traffic Safety Improv. City of Encinitas Thomas Bros Map Reference USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction E(Cox) 0.54ft 3.12ft UNK S /ENC 1.50Ft East -West W 3.49ft 4.02ft 8" ACP 4.50ft North /South Comments/ Remarks: Operator: Tyler Munson USI Daily Field Log# Soil Type 10990 Cla Pre - Excavation Photo Technician: Mike Becotte Log Date: 7/6/06 Pavement Type Asphalt (Depth) Concrete (Depth) .54 0 Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: E(Cox) Viµ, -•., - .'� =� � � .� r . The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 5 Depth Photo - TOP "9 w _ =,B '6 f _ w r _ w E(Cox) Depth Photo - BOTTOM _ =-4_ -1 n � s =91 = 1 E(Cox) AT% UNDERGROUND SOLUTIONS V47 Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619- 858 -1401 •Fax 619-858-1406 •www undergroundsolutmnsmc.com Subsurface Photo - Waterline Top Depth Photo - Waterline Pothole # 5 Bottom Depth Photo - Waterline Finish Photo AMN UNDERGROUND SOLUTIONS Underground Solutions, Inc. 6549 Mission Gorge Road, SLAW 335, San Diego, CA 92120 619 -858 -1401 • Fax 619 -858 1406 • www undergroundsolutionsinc.com fi Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 , Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road. Suite 335, San Diego, CA 92120 619- 858 -1401 • Pax 619- 858 -1406 •www.undergroundsoluuonsinccorn Location: City of Encinitas POTHOLE# Thomas Bros Map Reference 6 USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction G 5.06ft 5.22ft 2" STL 8.00FT North /South Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# 10990 Soil Type: Clay /Sandstone Pre - Excavation Photo Log Date: 7/6/06 Pavement Type Asphalt (Depth) Concrete (Depth) .70 0 I Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: Gas Line The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 6 Death Photo - TOP _ -- _ _ '3 _ Depth Photo - BOTTOM 0 4 3 UNDERGROUND SOLUTIONS X7 Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335. San Diego, CA 92120 619 -858 -1401 a Fax 619- 858 - 1406 •wwwundergroundsolutionsinc.com z Finish Photo Area Photo Pothole # 6 Additional Photo UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road. Suite 335. San Diego. CA 92120 619- 858 -1401 • Fax 619 -858 1406 • www undergroundsolunonsmccom Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road. Suite 335. San Diego. CA 92120 619- 858 -1401 *Fax 619- 858 - 1406 •wwwundergroundsolutionsinc. corn Location: City of Encinitas POTHOLE # Thomas Bros Map Reference 7 USA Ticket # exp Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction TEL(SBC) 2.72ft 3.20ft 4 "(x2) ACP 9.00ft North /South W 4.1Oft 5.60ft 14" Conc 10.50ft East -West Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# 10996 Soil Type: Clay /Sandstone Pre - Excavation Photo Log Date: 7/6/06 Pavement Type Asphalt (Depth) Concrete (Depth) .70 0 Vac Truck# Plan Sheet# Marker: PK Nail Subsurface Photo: TEL (SBC) 4 * The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. , Pothole # 7 Depth Photo - TOP 1 I r I s TEL(SBC Depth Photo - BOTTOM -a r4 Nis i _ 1. -ft ...F 4 R! i TEL (SBC) UNDERGROUND SOLUTIONS X7 Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619- 856-1401 • Fax 619 - 858 -1406 • www undergroundsolunons nc.com Subsurface Photo - Waterline _ _ _ _ _ s + _ _ n w. w �1 _ _9 Top Depth Photo - Waterline Pothole # 7 Bottom Depth Photo - Waterline 5 4 Finish Photo A17rh UNDERGROUND SOLUTIONS v Underground Solutions. Inc. 6549 Mission Gorge Road, Suite 335. San Diego. CA 92120 619 -858 -1401 • Fax 619 -858 -1406 • www undergroundsolutionsinc.com Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road. Suite 335. San Diego, CA 92120 619 -858 -1401 *Fax 619-858-1406 •wwwundergroundsolutionsmc.corn Location: City of Encinitas POTHOLE # Thomas Bros Map Reference S USA Ticket # exp. Utility E(Cox) Top Depth .72ft Bottom Depth 3.12ft Size UNK Type S /ENC Distance From Curb 7.00ft Utility Direction North /South W 3.98ft 5.1 Oft 14" Conc 7.00ft East -West Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# 10996/10992 Soil Type: Clay /Sandstone Pre - Excavation Photo Log Date: 7/6/06 Pavement Type Asphalt (Depth) Concrete (Depth) .72ft 0 Vac Truck# Plan Sheet# Marker: PK Nail Subsurface Photo: E (Cox) 4 *The data on this report is intended for informational purposes only. In noway should any of the information presented here be a substitute for professional engineering and design. I Pothole # 8 Lw Depth Photo - TOP _ 1! y _ 7 ' F �. _ .r E (Cox) Depth Photo - BOTTOM r %J °4 _ ^y • 9 � TTT1 s �r _ UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619 - 858 -1401 •Fax 619- 858 -1406 •www undergroundsolubonsinc.com Subsurface Photo - Waterline E (Cox F _ _ _ _ _ =.9 _ CR 1, rte. A' Top Depth Photo - Waterline Pothole # 8 Bottom Depth Photo - Waterline r _Z 7% 1 r.. Finish Photo UNDERGROUND SOLUTIONS NkfflF Underground Soiubons, Inc. 6549 Mission Gorge Road. Suite 335. San Diego. CA 92120 619 -858 -1401 -Fax 619- 858 - 1406• www .undergroundsolutionsiric.com Ilk I Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 I%' Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mm!,)n Gorge Road, Suite 335. San Diego. CA 92120 619- 858 -1401 • x 619- 858 -1406 • vAm .undergroundsolutionsinc.con' Location: City of Encinitas POTHOLE# Thomas Bros Map Reference 9 USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction E(Cox) 0.58ft 3.56ft UNK S /ENC 10.00ft East -West W 3.76ft 4.81 ft LINK ACP 11.00ft North /South Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte Vac Truck# 4 USI Daily Field Log# 10992 9 Date: 7/6/06 Lo Plan Sheet# Soil Type: Sandstone Pavement Type Asphalt (Depth) Concrete (Depth) Marker: PK Nail .58 0 Pre - Excavation Photo Subsurface Photo: E (Cox) * The data on this report is intended for informational purposes onlv. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # V] Depth Photo - TOP r �b _ �9 7 ,.mow r _ _8 r t:r 6 r G.tw wr r Depth Photo - BOTTOM E (Cox) E (Cox UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego. CA 92120 19- 858 -1401 •Fax 619 -85& 1406 •wwwundergroundsolutronsinccom Subsurface Photo - Waterline Top Depth Photo - Waterline W. If Pothole # 9 Bottom Depth Photo - Waterline 'Z "1 4 • M rrrrsr � 7 �r Finish Photo UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619 -858 -1401 -Fax 619-858-1406 •www.undergroundsolutionsinc com Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 It' Customer: Nolte Associates Underground Solubons, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road, Suite 335. San Diego, CA 92120 619- 858 -1401 • Fax 619- 858- 1406•wwwundergro undsolutionsinc. corn Location: City of Encinitas POTHOLE # Thomas Bros Map Reference 10 USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction W 4.82ft 6.00ft 12" ACP 13.00ft North /South Comments/ Remarks: Operator: Tyler Munson USI Daily Field Log# 10994 Soil Type: Clay /Sandstone Pre - Excavation Photo Technician: Mike Becotte Vac Truck# 4 Log Date: 7/7/06 Pavement Type Asphalt (Depth) Concrete (Depth) .70 0 Plan Sheet# Marker: PK Nail Subsurface Photo: Water Line ' The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # io Depth Photo - TOP '3 _2 '1 i _ Hi a i Y1� ,e, w I IV Depth Photo - BOTTOM UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Sune 335. San Diego, CA 92120 619 -858 -1401 *Fax 619- 858 - 1406• www.undergroundsolutionsinc.com 'S "4 _ =-3 =-2 = 4 L77 Finish Photo Area Photo UNDERGROUND SOLUTIONS V4' Customer: Underground Solutions, Inc. Project Name 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619- 858 -1401 •Fax619- 858 - 1406• wwwundergroundsolutionsinc.corn Location: POTHOLE # 11 Subsurface Utility Report* Report Date: July 11, 2006 Nolte Associates Leucadia Blvd. Streetscape and Traffic Safety Improv. City of Encinitas Thomas Bros Map Reference USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction E(Cox) .40ft 2.77ft UNK ENC 7.00ft East -West G 2.82ft 3.1Oft 2" STL 6.00ft North /South Comments/ Remarks: Operator: Tyler Munson USI Daily Field Log# 10994 Soil Type: Clay /Sandstone Pre - Excavation Photo Technician: Mike Becotte Vac Truck# 4 Log Date: 7/7/06 Pavement Type Asphalt (Depth) Concrete (Depth) .40 1 0 Plan Sheet# Marker: PK Nail Subsurface Photo: E (Cox) * The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 11 Depth Photo - TOP Depth Photo - BOTTOM i-3 E (Cox 71 UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego. CA 92120 619- 858 -1401 •Fax 619- 858 -1406 •www undergroundsolutionsin�c com Subsurface Photo - Gas line s E (Cox ll Top Depth Photo - Gas Line _ _ _7 w _ =.6 w Depth Photo - BOTTOM i-3 E (Cox 71 UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego. CA 92120 619- 858 -1401 •Fax 619- 858 -1406 •www undergroundsolutionsin�c com Subsurface Photo - Gas line s E (Cox ll Top Depth Photo - Gas Line Pothole # 11 Bottom Depth Photo - Gas Line Finish Photo AMN UNDERGROUND SOLUTIONS v Underground Solutions. Inc. 6549 Mission Gorge Road, Suite 335. San Diego. CA 92120 619 -858 -1401 •Fax619- 858 - 1406- WWW.undergroundsolutionsinc.com Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road, Suite 335, San Diego. CA 92120 619- 858 -1401 •Fax619- 858 -1406 • vwvw .undergroundsolutionsinc.com Location: City of Encinitas _ POTHOLE # Thomas Bros Map Reference 12 USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction W 3.30ft 4.50ft 12" ACP 7.00ft East -West Comments/ Remarks: Operator: Tyler Munson USI Daily Field Log# 10997 Soil Type: Clay Pre - Excavation Photo Technician: Mike Becotte Log Date: 7/7/06 Pavement Type Asphalt (Depth) Concrete (Depth) .70 0 Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: Water Line * The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Subsurface Utility Report* July 11, 2006 UNDERGROUND SOLUTIONS Report Date: `X Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv- 6549 Mission Gorge Road. Suite 335. San Diego. CA 92120 City f Encinitas 619 -858 -1401 .Fax F,19 -858 -1406 • www undergroundsolutionsinc Location: y POTHOLE# Thomas Bros Map Reference 1 1 USA Ticket # exp. Comments/ Remarks: Operator: Tyler Munson USI Daily Field Log# 10997 Soil Type: Sandstone /Clay Pre - Excavation Photo Technician: Mike Becotte Log Date: 7/7/06 Pavement Type Asphalt (Depth) Concrete (Depth) .70 0 too Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: TEL (SBC) ol ' The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Bottom Depth Size Type Distance From Curb Utility Direction Utility Top Depth 4.34ft 4 "(x2) ACP 13.00ft East -West TEL(SBC) 4.02ft 5.75ft 6" ACP 12.00ft North /South W 5.1 Oft Comments/ Remarks: Operator: Tyler Munson USI Daily Field Log# 10997 Soil Type: Sandstone /Clay Pre - Excavation Photo Technician: Mike Becotte Log Date: 7/7/06 Pavement Type Asphalt (Depth) Concrete (Depth) .70 0 too Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: TEL (SBC) ol ' The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 13 Depth Photo - TOP Depth Photo - BOTTOM TEL (SBC) UNDERGROUND SOLUTIONS v Underground Solutions, Inc Subsurface Photo - Waterline t, TEL (SBC) _ 6 _ _ '4 '3 w Tor) Deoth Photo - Waterline Pothole # 13 Bottom Depth Photo - Waterline - _ a '3 '1 '9 _ _8 .r Finish Photo AMN UNDERGROUND SOLUTIONS lqkfflF Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335. San Diego. CA 92120 619- 858 -1401 -Fax 619- 858 - 1406 •www undergroundsoluUOnsinc.com Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 lk' Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619 -858 -1401 •Fax619- 858 - 1406• wwwundergroundsolutionsinc.con' Location: City of Encinitas POTHOLE # Thomas Bros Map Reference 14 USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction W 3.20ft 4.40ft 12" CND 7.00ft East -West Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# Soil Type: Clay 11011 Pre - Excavation Photo Log Date: 7/10/06 Pavement Type Asphalt (Depth) Concrete (Depth) .40 0 Vac Truck# Plan Sheet# Marker: PK Nail Subsurface Photo: Water Line 4 ` The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 14 Depth Photo - TOP Water Line Depth Photo - BOTTOM UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 654,) Mission Gorge Road, Suite 335, San Diego, CA 92120 619- 858 -1401 • Fax 619- 858 -1406 •www undergroundsolutionsmccom Finish Photo Water Line Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 _x Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road. Suite 335, San Diego. CA 92120 619 -858 -1401 •Fax619- 858- 1406•wwwundergroundsolutionsmc. corn Location: City of Encinitas POTHOLE # Thomas Bros Map Reference 1 r; USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction E(Cox) .88ft 3.25ft UNK S /ENC 9.50ft East -West G 4.05ft 4.20ft 1.5" STL 10.50ft North /South Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# 11011 Soil Type: Sandstone /Clay Pre - Excavation Photo Log Date: 7/10/06 Pavement Type Asphalt (Depth) Concrete (Depth) .88 0 Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: E (Cox) ' The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 15 Depth Photo - TOP w V i r =,2 w r w w �w 1 r 4 K 4 Death Photo - BOTTOM E (Cox) UNDERGROUND SOLUTIONS V47 Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619- 858.1401 • Fax 619- 858 - 1406 •www undergroundsolutionsinc com 4 Subsurface Photo - Gas line iN -5 — _ - -4 4 E (Cox w 4 w 4 3 Top Depth Photo - Gas Line Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road, Suite 335, San Diego, CA 92120 619 -858 -1401 *Fax 619- 858 -1406 •www under groundsolutionsinc com Location: City of Encinitas POTHOLE# Thomas Bros Map Reference 1 (; USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction TEL(SBC) .50ft 3.38ft UNK S /ENC 3.00ft East -West G 4.13ft 4.62ft 3" STL 4.00ft East -West Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# 11012 Soil Type: Sandstone /Clay Pre - Excavation Photo Log Date: 7/10/06 Pavement Type Asphalt (Depth) Concrete (Depth) .50 0 Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: TEL (SBC) / i�P �J,' S � A - - d . The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 15 Bottom Depth Photo - Gas Line Finish Photo Airs UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road. Suite 335. San Diego, CA 92120 619- 858 -1401 • Fax 619 -858 -1406 • www undergroundsolutionsinccom Area Photo Pothole # 16 Depth Photo - TOP 7� '9 �7 . w a n r w i TEL(SBC Depth Photo - BOTTOM UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego. CA 91110 619- 858 -1401 *Fax 619- 858- 1406•wwwunderground > :1 Subsurface Photo - Gas line F � s 1 � -4 w � �r 7 w n ' r s s r r sow -1 TEL(SBC - - =.3 I s, 1 i -9 *w 0 '14 Top Depth Photo - Gas Line Pothole # 16 Bottom Depth Photo - Gas Line — _ _ I _ I 7 4- j`[ ik�1r'C - �' S — .d Finish Photo AMIN UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335. San Diego, CA 92120 619- 858 -1401 • Fax 619- 858 -1406 • www undergroundsolunonsinc . com Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 'VX' Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road, Suite 335, San Diego. CA 92120 619 -858 -1401 *Fax 619-858-1406 #wwwundergroundsolutionslnc .Corr Location: City of Encinitas POTHOLE# Thomas Bros Map Reference 17 USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction UNK 1.00ft 2.82ft 18" ACP 6.00ft East -West G 3.76ft 4.39ft 4" STL 8.00FT East -West W 4.59ft 5.44ft 6" ACP 6.50ft North /South TEL(SBC) .74ft 6.00ft UNK S /ENC 5.60ft North /South Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# 11012/10998 Soil Type: DG Pre - Excavation Photo Log Date: 7/10/06 Pavement Type Asphalt (Depth) Concrete (Depth) .74 1 0 Vac Truck# Plan Sheet# Marker: PK Nail Subsurface Photo: UNK 4 The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 17 Depth Photo - TOP UNK Depth Photo - BOTTOM UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335. San Diego. CA 92120 619 -858 -1401 *Fax 619 -858-1406 •www undergroundsolutionsinca UNK M wu. v 1 w _ '9 _ _ _ _ I _ 7 Subsurface Photo - Gas line Top Depth Photo - Gas Line Pothole # 17 Bottom Depth Photo - Gas Line w w 7 w r =,EWIS w r l ws iw 6 _ rni NNW _ — _ _ i 1.7 M MA 'S Subsurface Photo -Waterline UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335. San Diego. CA 9212C 619 - 858-1401 -Fax 619 -858 - 1406• www.undergroundsolutionsini w =_0 w w _ �I _ w. _ -5 '4 _ 5 Top Depth Photo - Waterline Bottom Depth Photo - Waterline Pothole # 17 Subsurface Photo - Tel(SBC) - r ii m Top Depth Photo - Tel(SBC) — '1 E4 Z.9 ti OWN UNDERGROUND SOLUTIONS v Underground Solutions. Inc. 6549 Mission Gorge Road, Suite 335. San Diego, CA 92120 619 - 858 -1401 -Fax 6l9-B58-1406 •www undergroundsolutionsinc.com i Bottom Depth Photo - Tel(SBC) Finish Photo Pothole # 17 Area Photo AMN UNDERGROUND SOLUTIONS Underground Solutions, Inc 6549 Mission Gorge Road, Suite 335, San D ego. CA 92120 619 -858 -1401 -Fax 619- 858 - 1406 •ww.a.undergroundsoluuonsinc corn Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 1%' Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road, Suite 335, San Diego. CA 92120 619 - 858 -1401 •Fax 619 -858- 1406• www.undergroundsolutionsinc.com Location: City of Encinitas POTHOLE # Thomas Bros Map Reference 1 R USA Ticket # exp. Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction G 2.64ft 3.31 ft 6" STL 5.00ft East -West Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# Soil Type: Clay 10980 Pre - Excavation Photo Log Date: 7/10/06 Pavement Type Asphalt (Depth) Concrete (Depth) .50 0 Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: Gas Line y . The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 18 Depth Photo - TOP - _ - _ _ - _ r _6 _6 _ >7 - _ _ A Gas Line Depth Photo - BOTTOM UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego, to 92120 619 - 858 -1401 •Fax 619- 858 - 1406 •www undergroundsoluhonsinc com r _ _ n _ 7YK r _ _ _ .6 'S =4 ._ Z =1 =q Gas Line Finish Photo Area Photo Subsurface Utility Report* UNDERGROUND SOLUTIONS Report Date: July 11, 2006 1%' Customer: Nolte Associates Underground Solutions, Inc. Project Name: Leucadia Blvd. Streetscape and Traffic Safety Improv. 6549 Mission Gorge Road, Suite 335. San Diego. CA 92120 619 -858 -1401 *Fax 619- 858 - 1406 •wwwundergroundsolutionsinc.con Location: City of Encinitas POTHOLE # Thomas Bros Map Reference 19 USA Ticket # exp Utility Top Depth Bottom Depth Size Type Distance From Curb Utility Direction G 2.46ft 2.91 ft 3" STL 3.00ft north -south Comments/ Remarks: Operator: Tyler Munson Technician: Mike Becotte USI Daily Field Log# Soil Type: DG 10980 Pre - Excavation Photo Log Date: 7/10/06 Pavement Type Asphalt (Depth) Concrete (Depth) .40 0 Vac Truck# 4 Plan Sheet# Marker: PK Nail Subsurface Photo: Gas Line f A : . The data on this report is intended for informational purposes only. In no way should any of the information presented here be a substitute for professional engineering and design. Pothole # 19 Depth Photo - TOP r a xs rir M •� Gas Line A Depth Photo - BOTTOM UNDERGROUND SOLUTIONS v Underground Solutions, Inc. 6549 Mission Gorge Road, Suite 335, San Diego, CA 91120 619- 858 -1401 *Fax 619-858-1406 in rl,,r , r,1 - ";! , p1 Finish Photo Gas Line Area Photo �. 0 M O O_j a- n WJ w W OM O J_ (L 0 D � � IT .,4 / 7# �2-, /# 7# CL � f /\ 1 -E $\ z% �I 6 E / o g 2 = © _ - 7 G a O 'E 0 = e ¥ 2 u § n > E — \ 0 �. 0 M O O_j a- n WJ w W OM O J_ (L 0 D � � IT .,4 � � # 0 k a / 7# �2-, /# 7# CL # f /\ 1 -E $\ z% �I 6 E / \ E \ 0 O IL u \ � !) E \) % c (5 (A/ 9 D \ }\ Z e !. f� e i o - Z \\ � $ \ % 2 � � # 0 k a � / 7# \ /# 7# CL # f /\ \ \ -E $\ z% �I KI K= � } \ k [ § [ o / Q } � — a CL c / � a 3 3 0 S t � � . )# )# # =f 20 22 a2 (\ \a \/ E/ Q= R= I ®% \ \ / # It E f \ \\ = 2 I ± E 6 e , � P § .. % � \ �& _ \ a. < / k 0 k > a :, �k § .0 c Q _� \ § o \ e = � o % e C< Q (D E o ° § c 0 = 0 0 2 k 2 E ƒ\ d CL § e m c a a 5 e= c / 7# \ /# 7# CL # f /\ \ \ -E $\ z% �I KI K= — a CL c / � a 3 3 0 S t � � . )# )# # =f 20 22 a2 (\ \a \/ E/ Q= R= I ®% \ \ / # It E f \ \\ = 2 I ± E 6 e , � P § .. % � \ �& _ \ a. < / k 0 k > a :, �k § .0 c Q _� \ § o \ e = � o % e C< Q (D E o ° § c 0 = 0 0 2 k 2 E ƒ\ d CL § e m c a a 5 e= c / { \ /# {# CL ¢ LU \2 £ 3 \\ \\ \E \k — a CL c / � a 3 3 0 S t � � . )# )# # =f 20 22 a2 (\ \a \/ E/ Q= R= I ®% \ \ / # It E f \ \\ = 2 I ± E 6 e , � P § .. % � \ �& _ \ a. < / k 0 k > a :, �k § .0 c Q _� \ § o \ e = � o % e C< Q (D E o ° § c 0 = 0 0 2 k 2 E ƒ\ d CL § e m c a a 5 e= c $ . k $ .. • e e• \ )# )# # =f 20 22 a2 (\ \a \/ E/ Q= R= I ®% \ \ / # It E f \ \\ = 2 I ± E 6 e , � P § .. % � \ �& _ \ a. < / k 0 k > a :, �k § .0 c Q _� \ § o \ e = � o % e C< Q (D E o ° § c 0 = 0 0 2 k 2 E ƒ\ d CL § e m c a a 5 e= c It E f \ \\ = 2 I ± E 6 e , � P § .. % � \ �& _ \ a. < / k 0 k > a :, �k § .0 c Q _� \ § o \ e = � o % e C< Q (D E o ° § c 0 = 0 0 2 k 2 E ƒ\ d CL § e m c a a 5 e= c , � P § .. % � \ �& _ \ a. < / k 0 k > a :, �k § .0 c Q _� \ § o \ e = � o % e C< Q (D E o ° § c 0 = 0 0 2 k 2 E ƒ\ d CL § e m c a a 5 e= c > a :, �k § .0 c Q _� \ § o \ e = � o % e C< Q (D E o ° § c 0 = 0 0 2 k 2 E ƒ\ d CL § e m c a a 5 e= c r, O WO O IL W J WW OM O .j = Q CL �r- d c� N V L Y O O Q d C 0 (n a L O O L - t Qa W 0 O iia Qa 0 m L Qa LU O `O Y Q) Q) 0 L QL xk Ow M0 Q CL r, 7C I 1 l O @ O L U H F U � > a Li O mo U r, O WO O IL W J WW OM O .j = Q CL �r- It a: 0 t O CL a� 0 L O a N C d E O U d c� N V L Y O O Q d C 0 (n a L O O L - t Qa W 0 O iia Qa 0 m L Qa LU O `O E 0 L QL xk Ow M0 Q CL a� z a CO a E � m O mo U a p U 0 U a IJ O - CO _ z O 5g D C C p c J O co =� om 0 0 „ z v N C O =) Q O O 2 , Ci 01 � co y V v� 'd OAP C:° r w � o �LL z N �o wm P (� o It a: 0 t O CL a� 0 L O a N C d E O U d d c� H R L V L Y O O Q d C 0 (n a L O O L - t Qa o O 0 O iia Qa L L Qa d d c� H R L V L Y O O Q d C 0 (n a C) �c � U o O 0 O X c U a a LU O `O h o L L QL xk Ow M0 O CL L CL a CO a a' � � m d d c� H R L V L Y O O Q d C 0 (n a C) �c U in :,� cn Q c U N C E E O U O O c� CD c� O O L t (n a C) �c d 7 v p c U w « L 1Ew N p I E s F- Ow M0 O N C E E O U O O c� CD 1 O O L t (n a C) o m a d E Qa o 2:. p p t L a 0 a 1-4 O 0 mo 0 a N C E E O U a U a 0 °o N O N U O O c� CD 1 O O L t (n a C) o m CL Qa Qa Qa a U a 0 °o N O N U O O O O 1 O O L t (n a C) o m d P c! a a QO d C a 0 1 d p C O w L R d a cw �0 0 d 1000 r � +� a a Fp0 N n O �O O CL in W .J Ix O� 0 j 2 o a m �1 N � U O a J C •G �C � L Qa � t Qa � t Qa n n (nn n►� fOim to 6 Y (1) O U O L c C. O O 'E U F- U cu > C co d O �O O CL in W .J Ix O� 0 j 2 o a d O O CL M a� O CL H; O t O CL N C E E O U m m N � U O a O CL C •G �C � L Qa � t Qa � t Qa n n (nn n►� fOim to 6 d E -6 V 7 m a a) z d E d o O U O L p U a d E L C) a .° Q E 0 vi m p o- -o z o go v p1 i co O c5c N O N m O m Z aN• � D Of O O oDO - C o mzm l7 °c P c w 7 0 LL p, O a� m a- (d W o d O O CL M a� O CL H; O t O CL N C E E O U N a U m D O �o 0 0 m m 0 � U O a O CL C •G �C � L Qa � t Qa � t Qa N a U m D O �o 0 0 d 0 0 0 � U O a O CL k L o o t n n (nn n►� fOim d � Y Q 0 U 4) � to d V 7 O c U T :. d +O' E N_ O d p w p O L a d E L O Q N_ m p N V oC 0 O n. o W J W. W O� OJ as D L R � d r a) CL a c a 0 J UD Q) U o O E C L m r' i L Z C co Y U O 4) O 0 N �p � D � O — - ^. © C 16 O O C U H U > (n C (� a C O - O m Z 0 go v o cc c p o V oC 0 O n. o W J W. W O� OJ as D L N C d E O U �9 C � lL CL Q Q- NJ U ° 2 N ° C ° 4 Q CL � d r a) CL a c a 0 I UD Q) U o O E C L m Q L Z o IS o .a o U O 0 N �p � D � O U C) a .° E o tA C O - O m Z 0 go v o cc c p o O c N O m O y � c � 0 O 70 O oo _ l7 a 2, m c LL) O °LL z �- D <� �m P (� o N C d E O U �9 C � lL CL Q Q- NJ U ° 2 N ° C ° 4 Q CL d L_ O a� O L_ N O v, I d m 0 L O CL N C C) E O U H F, m t d r a) CL a c a 0 M UD O U o O 0 O C .00 1 t L W � o IS o .a o t $ L n 1 om CL a- cna d L_ O a� O L_ N O v, I d m 0 L O CL N C C) E O U H F, m t d r a) CL a c a 0 QD UD O U) �# n a d L_ O a� O L_ N O v, I d m 0 L O CL N C C) E O U �n .r ° o 0 U O O ° ° `o a o �# n a C .00 1 c. 0 0 CL Q D U 0 m d L_ O a� O L_ N O v, I d m 0 L O CL N C C) E O U ti a L a 0 0 0 0 �n .r ° o 0 U O O ° ° `o a o �# n a C L L L t ti a L a 0 0 0 0 s �n .r ° o 0 U O O ° ° `o a o �# n a a 0a o� om s �n 7 c U O Lp ci C1 m ^d r Y L 0-- 5 0 O Q D U 0 to s �n 7 c U O Lp ci y m MA 0-- 5 0 O y E .. O Q O C d 0 mo WO O ao w O� OJ =Q CL L C O Y U a) a) m O U O L CD c-�o a) CL O c U U > C CD a U O O a) @ WO O ao w O� OJ =Q CL d O t O CL d O L_ O CL N C Q) E O U U O .0 o c) 0- O CL L Q. N *CL m E L m Q a) z Qa E U O O a) @ � 0 U U a U E 0 N c o - ^i C z = P 7 O ;a E N O �j a c a `n c°n Cc U 0 �o� J O a) c v V1 E o � m 3 Nv z O aN. c 0 O U o No o Lr t rnWm a = d C LW 0 j ,o _ � o O c z_ O Llor-Ea. D a c o �m m P (� o d O t O CL d O L_ O CL N C Q) E O U k # uj O o as U O .0 o c) 0- O CL L Q. O CL a# , o *CL m m L o o :- o 0 � Qa o, CL Qa k # uj O o as U O .0 o c) 0- O CL L Q. O CL a# , o O � m m U o = 0 L Z^ O O O O O W O a a QL CL .2 C/) Q- n o� om U `, N d T = i Y ;a E N O CL a c a `n c°n Q 0 U 0 i a) J E ^ o O ° U o � c U o m t E = d d t n o � _ � o O 1 I J l t a E r a r. a `' d (J Q O w U 0 O � m m U o = 0 L O O O O O O W O a a QL CL .2 C/) Q- n o� om U d T a ;a E N O = m D 0 a) E o O ° U a m t m `' dl r O 4; T) 1 N d (J Q O w U 0 O � m m U o = 0 L O O O O O O W O a Q� dl r O 4; T) 1 N d (J Q O w U 0 O � U o = 0 L W O o it a # QL CL .2 C/) Q- n o� om dl r O 4; T) 1 N d (J Q O w U 0 O � �r =� M o c U T m ;a E N O = m D 0 � a t m r = O Llor-Ea. a dl r O 4; T) 1 N 4 V O� ao WJ wW OLL O� ao a- a L U) C co it L c # (B U s O O U 7 C U U co > Q) U o O N V O� ao WJ wW OLL O� ao a- a L U) C co it U d 0 t O CL d O O a 0 i O a N C d E E O U C 0 k O S° S ol a U m D °o c1. N a v 1 \ J N 7 c U Q) U o O N w E N d L h O ❑ .`- ❑ •d E d m Q a� z a « _ C. O N N O U m 7 C f1 U n. _j F 0 o ^� C N - O zm 0 QO U c O C J c o v1 °� m z � a�• c � O oo 0 mm c �7 0 0 z � _ a v - in a � m a, (p o U d 0 t O CL d O O a 0 i O a N C d E E O U C 0 k O S° S ol a U m D °o c1. N a v 1 \ J 7 c U Q) U o O 0 O w E N d L h O ❑ .`- ❑ •d L d a m � w ❑ a « _ C. « � N N U n \ J 7 c U Q) U o O 0 O w E N d L h O ❑ .`- ❑ •d L d 7 c U O - L N w E N d L F- O ❑ .`- ❑ •d L d a m � w ❑ a « _ C. « � N N U n fA C f1 d 7 c U O - L N w E N d L F- O ❑ .`- ❑ O L a m � w ❑ a « _ C. « � N N 7 I 1I �- 0 W O O J CL m W J 0:W O U. O J X ;R CL a E \ O z O � � O o z D O S \ z 0 § z \ 0 I u j\ )k :() \ J\ m 2: ƒ 2 # 0 � 0 CL k / ) --sZ. lzj .. / / \ o § 3 7 O a / ¥ $ 2 FL �- 0 W O O J CL m W J 0:W O U. O J X ;R CL a E \ O z O � � O o z D O S \ z 0 § z \ 0 I u j\ )k :() \ J\ m 2: ƒ 2 # 0 � 0 CL # � 0 .5 0 CL k / ) E E { \ 3 C \ \ \ \ \ ) \ \# \# 0 o f \ 2 \ o 0 0 Q# E p# \ I \ I ) ) \/ \\ \/ \\ \ 2 2 2 , o // \\ \/ \k \ �_ I R= / r \ 0 /# 9 f# I- ¢ a a c a , 0 V) o v 0 2 0- ) k � \ 0 k 0 k : 0 •• in 0 » 0 = £ 2 N D / A Fn # � 0 .5 0 CL # � 0 f c a / / ) E E { \ 3 C � 2. \# \# 0 o f \ 2 \ o 0 0 Q% ,:Iz_ �I ) ) 6# 6 f# \ I \ = \ 2 2 2 , o // \\ \/ \k 2= �_ I R= r \ 0 /# 9 f# I- ¢ - $ CL a 2 a c a 3 3 , 2 0- ) � S c Q : 0 •• < � � k � CL a 0 a 8L § CL t t / k \ 0 2 a cn # � 0 f c a / ) � { \ E E § & \ \ ! ) ) f # # # -Z 2 0 2 0 o (\ \\ \\ (\ 2= �_ I R= \ 0 /# 9 f# I- ¢ \ /f ±E /E 0- / 0 o \ 0 k 8L �} R; 0 �� e 6�5o 0 { V W. O O IL WJ Ix W 0 LL OJ a s 0 a� E 0 U V) cu E � z � o o 0.. J E 0 � c o - — o z c Y 0 <O U O C O U 7 J 0 6 .0 cr U O U co O 0 > W- V W. O O IL WJ Ix W 0 LL OJ a s 0 a� E 0 U V) cu E � z � o o 0.. J E9 O L CO C it ai is 0 iN it d O t O CL 4t ID O L O CL E:3 a U 0 m r° S N O m O O t O CL E 0 H c o - — o z P 7 0 <O U O C J 0 c a 1c N ON�M Z � c � 0 0o c w Z � _ � c °v E9 O L CO C it ai is 0 iN it d O t O CL 4t ID O L O CL E:3 a U 0 m r° S N O m O O t O CL '117 O wO O a. o W .J W. W O� OJ a s 0 t N CC 1 6 E U L co Q a> z C 2 o O � Y E O U ` C N 'E U O U U z C- 0 �- > QO U v N '117 O wO O a. o W .J W. W O� OJ a s 0 t P O �m it a) a) s C OD ,a _N Q U a, O L 0 CL •�C it d O 0 a N CC 1 6 E U L co Q a> z E 2 o O N cu E p u U U C U a- z P 7 0 QO U v N o c M c5 J 0 c v c; O � m o „ Z D I':( c o 0 _ 00 , Lv rn � m U - am C L11 o O � U tD Q c°-LL P O �m it a) a) s C OD ,a _N Q U a, O L 0 CL •�C it d O 0 a k OC, , J -t ' w O = a 0 m j- m d N N CC U a +y+ C 2 E c E O U (0 N L� Qa I':( Qa � U o O 0 O k # a CL W o o �# a n o� a CL CL V) 0- om d d P, I- -- L L . L U ) ` a s c 0. m 0 U 0 U Q v ,rF y .0 C V 7 O d r E N O d L +� O w 5 O O k OC, , J -t ' w O = a 0 m j- m d N N L C o Q) U o CC- N O a Z 0 gv d cp v+ 4 0 C�a O:' � o „ Z aN. � c � 0 L✓ a� � m C � C p w D 7 O O U s L c O N m w cn � (V C o O U U 0 > a i 17 0 o K e*i w 0� 0J =a O O E '0 m Q O Z c O V O N 7 U U d 0 E O W O^^ i O a U W O L O CL !c. r• W O O CL �S 1 N C cd CC \j C ?! O U S C L 1-� �n I -, V 2 a a U m a Q °o N O C o Q) U o CC- N O a Z 0 gv d cp v+ 4 0 C�a O:' � o „ Z aN. � c � 0 L✓ a� � m C p w D 7 O Z �- c O m w � (V o W O^^ i O a U W O L O CL !c. r• W O O CL �S 1 N C cd CC \j C ?! O U S C L 1-� �n I -, V 2 a a U m a Q °o N O ii = N C, Q c co Q a U O O O w c U w 41 E ` N O 4 3 001 r L E O Q 0 O N Y dl t_ O mIN Q) U o 0 a a Om 4 C�a O:' ii = N C, Q c co Q a U O O O w c U w 41 E ` N O 4 3 001 r L E O Q 0 O N Y dl t_ O mIN 1 l� f i } O O� ao WJ w O� OJ 2Q IL mul V� J N N Q) E Q a) z E o o cu p U U CL E 0 c o - c N - o o z O i 0 O O Cc cD Q) Y C O 4 J v o O C 5i as N O � o'= D L= f0 U (2) O U � L 0 co _ U) 0 O o U U' U CL O F- co > a mul V� J N N Q) E Q a) z E o o cu p U U CL E 0 c o - c N - o o z O 5� D 0 O O Cc cD Q) Y C O CL J v o O C 5i as N O � o'= D � m t t Q0- QCL O y z aN• c i OF O 0 O o U' °d f C Ll1 Z) O . z 2- Po P o m o, (6 o d O L O CL N L O IL a) O O CL N C CD E E O U \U— a U 0 0 0 Q) U J 0 O a cD Q) Y H CL ui o o L t as co a. o'= t C �CL t t Q0- QCL Qa a U 0 0 0 I � 6 Q) U o O 0 O k Q) Y H CL ui o o L t as co a. o'= om I � 6 L Q) Y H t U w U 0 ZE to Q O c U - f0 E N_ O y �_ d E T O p t a o am H m 0 ry L mI N_ N � } : . � / � � a $ - o = O � f 'E t / % 7 2 ± ¢ 2 u = $ ƒ (D O W-i mw OU. O J_ D � ~� } 6 t / � § $ 0 5 ® � \ / I 0 § U ;c � ®) z # � O o \! Q% RI K= \ = t /{\ 9 # (�� o {\ o \\ 0 (\ f 2 a # * E { _ f ' 2 OF \ }} \ C) L® G °&§ \ \ /o LL) £ 3 a e 2 2 E3 f Ii }\ 3E /\ � O � k _ # 0 0 CL it k _ 5 I k 4) E E 0 U � \# ƒ# # � o o e 2 Q% RI K= KI = t /# \# # k\ o {\ o \\ 0 (\ f \ a # * E { f f , 3/ /E ±E \ C) L® \ 9 \ \ - = a a 3 £ 3 a e 2 L Ii /i 3E /\ o .k\ � � o k k w a § 0 3 t k � .. \ — I a u e r_ a 3 ©� J o L) a / z CL 0 o a § a = £ ]. / 2 a $ .k/ t ] 7 £ k } 3 5 a 3 CL o §� / 2 0 J it k _ 5 I ■ ■ 0 0 _ k 4) E E 3 # \# ƒ# # j 2 o o e 2 Q% RI K= KI ) \ /# § f# i t f \ a # * E { f f , 3/ /E ±E \ C) L® \ 2 - = a a 3 £ 3 a e 2 a 3 3 3 2 .k\ � o k k w a § 0 3 t 7� k } � o » § Cl 3 ©� � z CL 0 o a § a = £ ]. / 2 a $ ■ ■ 0 0 _ ) ¥ k E E / # \# \# # o (\ 2 \/ 0 \\ 0 /\ Q% :c CL -:z K= f \ a # * E { f f , 3/ \ C) L® \ a 3 3 3 2 k\ t T) o k } o » § Cl 3 k cl2 \ = 0 C ]. � 3 ) ¥ 8 7 d 7-.. '6 - =5 1 -1.JPG 1 -2.JPG 1 -3.JPG 1 -4.JPG 1 -5.JPG =3 = s =2 =1 1-6.JPG 1 -7.JPG 1 -8.JPG 1 -9.JPG 2- 10.JPG 17 =6 r 2- 17.JPG 2- 18.JPG 2A- 11.JPG 2A- 12.JPG 2A- 13.JPG LW 8 z y 6 2B- 14.JPG 2B- 15.JPG 2B- 16.JPG 3- 19.JPG 3- 26.JPG = L =5 c9 4 3- 27.JPG 3A- 20.JPG 3A- 21.JPG 3A- 22.JPG 3B- 23.JPG r -4 L = 4`3 Cal=, 7 _1 orl ir6 7 5 Rpm VE 3B- 24.JPG 3B- 25.JPG 4- 28.JPG 4- 29.JPG 4- 30.JPG =3 =2 Him W I%,WW - =1 4- 31.JPG 4- 32.JPG 4- 33.JPG 5- 34.JPG 5- 41.JPG ti`s =+ g �6 _; wi-4 9 5- 42.JPG 5A- 35.JPG 5A- 36.JPG 5A- 37.JPG 5B- 38.JPG =8 7 2 7 =1 -5 =9 4 _8 IL 5B- 39.JPG 5B- 40.JPG 6- 43.JPG 6- 44.JPG 6- 45.JPG =3 =4 6- 46.JPG 6- 47.JPG 6- 48.JPG 6- 49.JPG 7- 50.JPG •- =4 r c 7 -57. J PG 7 -58.J PG 7A -51.J PG 7A -52. J PG 7A- 53.JPG 1 c4 = 9 =2 = 7 _1 '6 w "� -4•w ffwia g 7B- 54.JPG 7B- 55.JPG 7B- 56.JPG 8- 59.JPG 8- 66.JPG S.4 A: = 6.' 8- 67.JPG 8A- 60.JPG 8A- 61.JPG 8A- 62.JPG 8B- 63.JPG 8B- 64.JPG 8B- 65.JPG 9- 68.JPG 9- 75.JPG 9- 76.JPG iL 6 W,�-Il Z A m 9A- 69.JPG 9A -70 JPG 9A- 71.JPG 9B- 72.JPG 9B- 73.JPG 3 =a 9B- 74.JPG 10- 77.JPG 10- 78.JPG 10- 79.JPG 10- 80.JPG 5 1 10- 82.JPG 10- 83.JPG 11- 81.JPG 11- 90.JPG 11- 91.JPG j t c7 t 6 !am 5 11A- 84.JPG 11A- 85.JPG 11A- 86.JPG 11 B- 87.JPG 11 B- 88.JPG .S .5 �e 11 B- 89.JPG 12- 92.JPG 12- 93.JPG 12- 94.JPG 12- 95.JPG _ t 12- 96.JPG 12- 97.JPG 13- 98.JPG 13- 105.JPG 13- 106.JPG s=mmw _s .5 .3 13A- 99.JPG 13A- 100.JPG 13A- 101.JPG 13B- 102.JPG 13B- 103.JPG -3 = = 8 =4 .7 _ 3 _ 2 =9 .5 r "1 =3 13B- 104.JPG 14- 107.JPG 14- 108.JPG 14- 109.JPG 14- 110.JPG ..0 R� 14- 111.JPG 14- 112.JPG 15- 113.JPG 15- 120.JPG 15- 121.JPG Wli idi 15A- 114.JPG 15A- 115.JPG 15A- 116.JPG 15B- 117.JPG 15B- 118.JPG 15B- 119.JPG 16- 122.JPG 16- 129.JPG 16- 130.JPG 16A- 123.JPG _g 117,= 4 16A- 124.JPG 16A- 125.JPG 16B- 126.JPG 16B- 127.JPG 16B- 128.JPG 17- 131.JPG 17- 147.JPG 17A- 132.JPG 17A- 133.JPG 17A- 134.JPG _B IrS 7 3 -5 17B- 135.JPG 17B- 136.JPG 17B -137 JPG 17C- 138.JPG 17C -139 JPG r =5 w =4 17C- 140.JPG 18- 145.JPG 19- 151.JPG 149.JPG 17D- 141.JPG _� =6 � =5 4 i ` _2 is 18- 146.JPG 19- 152.JPG LI 17D- 142.JPG 18- 148.JPG 19- 153.JPG .3 0 ' s cZ 17D- 143.JPG 18- 156.JPG 19- 154.JPG 18- 144.JPG 19- 150.JPG o. om 19- 155.JPG August 19, 2005 Blair Knoll, P.E Project Manager City of Encinitas 505 South Vulcan Encinitas, CA 92024 Subject: Proposed Scope of Work Leucadia Boulevard Street Improvement Project Dear Mr. Knoll: B E Y ON D E N G IN E E R I N G The following is Nolte Associates, Inc's (Nolte's) proposed scope of work for the Leucadia Boulevard Street Improvement Project. I. Surveying and Mapping A. Right of Way Survey Nolte will conduct a record search and field discovery to establish the legal centerline for Hermes and Hymettus Avenues which are affected by the roundabout and the adjacent properties. The City will provide all title reports and existing mapping. Right -of -way documents and Record of Survey are also included in the change. We modified the hours to reflect the cost increase for our labor over time. II. Construction Drawings The City requests that all improvement plans be submitted for review at 30 %, 60 %, 90% and 100% completion. A. Street Improvement Plans Leucadia Boulevard Improvements 1. The proposed improvements to Leucadia Boulevard will begin on the easterly side of Vulcan Avenue intersection and will continue east to a point located approximately 200 feet east of Hermes Avenue. This portion of the road will receive full width improvements with transitions occurring immediately east of Hermes Avenue. The scope for this road segment is as follows: a. Curb and gutter on the north and south side of the road. b. Median curb and gutter curb. c. One through lane, one left turn lane and a combined right turn and a through lane for the Leucadia Vulcan Avenue intersection. Traffic signal poles will be relocated as necessary and signal modifications will be included at this intersection. d. Truck turning template will be used to identify the necessary Vulcan Avenue southbound movement receiving lane width. e. Drainage modifications will be necessary at the intersection of Leucadia Boulevard and Vulcan Avenue. The OMP inlet located on the north east corner of Leucadia Boulevard will be converted to a curb inlet. No other drainage facilities will be designed as part of this scope. However, Nolte will provide the City with suggestions for a runoff pickup NOLTE ASSOCIATES, INC. 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA 92 1 28 - 34 1 2 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM Blair Knoll August 19, 2005 Page 2 of 4 point if necessary. Nolte will include the hydrology calculations as part of this scope of work. If additional storm drain improvements are required, Nolte will provide the design for needed facilities at a negotiated fee. 2. Leucadia Boulevard improvements beginning at a point located approximately 200 feet west of Hymettus Avenue to a point located approximately 200 feet east of Hymettus Avenue. 3. Vulcan Avenue from a point located 300 feet south of Leucadia Boulevard to a point located 300 feet north of Leucadia Boulevard or what ever is necessary to achieve the desired transitions for accommodating a left turn pocket for both sides of the intersection. 4. Plans will be prepared at scale of 1 " =20 feet with City of Encinitas standard notes and title blocks. Nolte will submit AutoCADD 2000 digital files as requested. We will prepare five line profiles showing curbs, median curbs and centerline. If storm drains are needed, Nolte will prepare plans for the storm drain at an additional cost. Street Improvement plans will include the detail necessary to provide access to adjacent properties and curb returns and pavement improvements to provide transitions to Vulcan Avenue, Hermes Avenue, Hygeia Avenue Hymettus Avenue, Eolus Avenue and Orpheus Avenue. Necessary construction work details will be shown on the construction plans for the roundabout islands and retaining walls. Minor retaining walls will be necessary at various places along the right -of -way. Nolte will detail the wall profiles and will provide construction cost estimates for these walls. Nolte, our landscape architect, our soils engineer, the City and the community will address this walls and its treatment at the appropriate time. For the purposes of this proposal we assume the walls to be regional standard type walls. If they exceed the standard wall maximum height Nolte will provide structural design including stamped calculations and details. We will negotiate an additional fee at that time. Plan and profile drawings will include right -of -way, typical sections, construction limits, removals, existing utilities, and other details necessary for the proposed project. We will prepare a title sheet showing a vicinity map, index map, legend, and general notes as well as a detail sheet for street and wall sections, drainage structures, etc. B. Landscape and Irrigation Plans Marum Partnership (Greg Nowell) will prepare 20 scale landscape and irrigation plans in conjunction with the street improvement plans. Plans will show colored concrete sidewalk and lighting. These plans will include all of the necessary construction details for streetscape, irrigation and sound walls. These plans will conform to the landscape concept and plant list outlined on the approved Concept `B" prepared by M.W. Peltz and Associates. Services will include conceptual studies and sketches for review with the design team and the City, meetings with the City following each submittal and attendance at all community, design committee and City Council meetings. Marum Partnership anticipates preparing 24 plan sheets, eight detail sheets, and one title sheet for landscape and irrigation. Nolte will prepare the Special Provisions for construction work shown on the plans prepared for this project. These provisions will be included in the City's bid documents. These provisions will N O LT E ASSOCIATES, INC. G: \Barhoumi \SCOPE for Blair Knoll 8- 10- 2005.doc Blair Knoll August 19, 2005 Page 3 of 4 include special conditions and technical specifications prepared in the boiler plate format provided by the City. Since there are enough funds to finance this task, Nolte will not be requesting a fee change and will continue to use the existing contract funds for this task. C. Vulcan Avenue / Highway 101 Traffic Analysis Nolte will prepare the construction documents for the widening of Vulcan Avenue south and north of Leucadia to accommodate turning and through movement based on the study prepared by Linscott Law and Greenspan. Nolte will attempt to reduce the south and north side of Leucadia Blvd right -of -way impacts along Vulcan Avenue while maintaining Caltrans Standards for intersection design. The length of the turning pocket will be based on queue requirement for left turning movement on Vulcan Avenue provided by the City. All turn lanes will be designed to accommodate truck turning radius. The lane configuration on Vulcan will be based on the schematic design plans authorized by the City. No improvements will be proposed west of the intersection on Leucadia Boulevard. Signal poles will be designed for the new location along the curb returns. A path will be designed north of the intersection along Vulcan Avenue for the length of the improvements. To accomplish this task, along with design for the impacts of the driveways, Nolte will need to conduct topographic survey in order to realign the driveways. D. Reimbursables This section will cover the actual cost of reproducing plans for the various submittals to the affected agencies and consultants. Blueline prints will be submitted to the City for the 30, 60, and 90% submittals. Exhibits will include traffic analysis alternatives and landscape exhibits for community meetings. Original mylars will be submitted to the City for the 100% submittal. In addition, multiple copies of the Hydrology/Hydraulic, Acoustical, and Geotechnical Reports, cost estimates and special provisions will be submitted to the City. III. City Obligations A. A diskette in AutoCAD 2000 format of the Alignment Study as prepared by MW Peltz and Associates. The City will also provide aerial topo for Leucadia Boulevard from 101 to Orpheus Avenue. If additional topo is required the City will provide it at their cost. B. Originals of Road Surveys, Curb Grade and Grading plans. City is to run prints at their expense. C. Traffic analysis prepared by Michael Wallwork substantiating the proposed roundabouts. Traffic analysis covers west of Hermes to east of Hymettus. Nolte consultant, Linscott, Law and Greenspan will provide analysis for Vulcan to 101. City to provide traffic counts. D. The City will undertake all environmental work for the project including plan reproduction, applications, presentation and processing for the Coastal Commission. E. Title reports for all parcels requiring easements. F. Appraisals and right -of -way acquisition. IV. Exclusions A. Final monumentation. N O L T E ASSOCIATES, INC. G:\Barhoumi\SCOPE for Blair Knoll 8- 10- 2005.doc eF.', tI, page, -11 mo., Qt Blair Knoll August 19, 2005 Page 4 of 4 B. Construction services such as "as- built" preparation, construction staking, management, observation and shop drawing review. Neither construction inspection nor storm water inspection is included. C. Structural calculations of retaining walls. D. Preparation of a borrow or disposal site plan. E. Final design of improvements to Leucadia Boulevard from Vulcan to Highway 101. F. Preparation of Traffic Control Plans. City intends to have the contractor provide traffic control plans. Nolte will perform the above services at a not to exceed fee of $79,637. As you requested, I have excluded all meetings from the above proposal. Meetings will be billed as additional services on a time and materials basis. I have attached an hourly fee scheduled for your use. Please call me at (858)385 -2120 with any questions or concerns. Sincerely, Nolte Associates, Inc Abe Barhoumi, P.E Enclosure Authorized representative Date N O LT E A S S O C I AT E S, I NUc \05bdscsdlpa \Proposal \City of Encinitas \leucadia \SCOPE for Blair Knoll 8- 19- 2005.doc ®F,.n.,C I I , ; , , , " ,0( .,--- ,P11,, . MEMORANDUM TO: Blair Knoll, Abe Barhoumi FROM: Omneya Salem SUBJECT: City of Encinitas Meeting re: Leucadia Blvd — City plan check comments on 60% Plans Attendees Nolte Associates: Omneya Salem City of awwNwo mg: Blair Knoll ENr'INrrAs Topics / Discussions: DATE: N BE Y ON D E N G IN E E R I N G January, 312006 PROJ #: SD0601200 1. Items needed for review at 90% or 100% design level: • Signing and Striping Plan. • Traffic Signal Plan • Street Lighting Plan • Plats and Legals for right -of -way acquisition. • Roadway cross - sections for establishing new curb grades. These are needed to study the proposed top of curb elevations at this level of design. It is not decided yet if they will be included in the bid set for the contractor to use when bidding. • Geotechnical report. Nolte has the reports that were prepared by Geocon, Inc. and will submit them to the City at the next meeting. CADocuments and Settings \bknollTocal Settings \Temporary Internet Files\OLK4\2006013 1 -mtng min.doc PAGE 2 MEMORANDUM (CONT.) • Updated construction cost estimate. • Storm Water Pollution Prevention Plan (SWPPP) 2. City's general comments on the plans a. Title Sheet: i. Hatch all area of new improvements on the key map ii. Show existing and proposed storm drain systems on the key map b. Roundabouts: Put back splitter islands on Hermes Avenue and Hymettus Avenue at their intersection with Leucadia Blvd at the roundabouts. c. Sidewalk: All proposed sidewalk will be colored concrete. (Color not specified yet) d. The City decided to use 2" of Rubberized Asphalt for the entire project that includes the overlaid areas and the final coat of the new pavement. e. Sheet 9: i. Show a mountable dike along side of the northwest property of the intersection of Hermes Avenue and Leucadia Blvd. ii. The City prefers to remove all proposed retaining walls, if possible, and regrade the area as necessary within the right -of -way. iii. Nolte should check the size of the existing storm drain pipe that we are proposing a connection to with a concrete lug. He is not sure that we can plug an 18" pipe to a 24" (if that is the existing size). iv. Street lighting will be reconfigured for the whole project. Existing light poles will be replaced with new. And the roundabouts will need adequate lighting, maybe a light pole at each corner of the intersection. f. Sheet 11: i. Nolte needs to verify right -of -way lines shown on this sheet. ii. Whenever there is a right -of -way take from private properties, the area should be enough for not only the proposed improvements but also the space needed for its construction. PAGE 3 MEMORANDUM (CONT.) iii. Nolte should check if the roadway centerline shown on the plans is the record centerline. g. Sheet 12: The City prefers to remove all proposed retaining walls, if possible, and regrade the area as necessary within the right -of -way. This will allow a clear path of travel for pedestrians on either side of the street. The northwesterly wall could be substituted with a 2:1 slope behind the sidewalk if there is enough room to allow it. ii. All pedestrian crossings on the side streets (Hermes and Hymettus Avenues) have to be offset 20' back from the roundabout lane. iii. To comply with the Fire department plan check comments regarding the traveled way not being less than 20' on Leucadia Blvd, the median east of the Hymettus intersection will be shortened to about 40 feet of length. 3. Items of concern to the City a. Tree removal and how it is addressed on the specifications under the clear and grub spec item. b. Based on the proposed design of south Vulcan Avenue, the existing street parking will not be accessible any more. The City has not decided yet if it will allow access to these parking spaces or not. If it does, a mountable ac dike will be proposed to allow access points to the parking behind the ac walkway. 4. Pending issues a. Bike ramps: Nolte and the City need to discuss the possibility of adding 2 more bike ramps at Hermes Avenue intersection and 4 at Hymettus Avenue intersection. b. Offsetting the sidewalk away from the curbs between Vulcan Avenue and Hermes Avenue to allow extra areas for landscaping. c. The addition of proposed storm drain pipe and curb inlet on the south curb of Leucadia Blvd east of Vulcan Avenue. d. Roundabouts: The City wants to conduct more research on the entry and exit widths of the proposed roundabouts. The current widths shown on the plans are a min. 16' per the fire department recommendations which might be more than what is recommended for vehicle safety at the roundabout. June 13, 2006 SD0601200 Mr. Blair Knoll City of Encinitas 505 South Vulcan Ave. Encinitas, CA 92024 BEYOND E N G I N E E R I N G SUBJECT: Proposal for Additional Services for Leucadia Boulevard Dear Mr. Knoll, Per your request, Nolte has prepared a fee proposal for some additional services that are outside the original and amended scope of work. The following is a summary of these additional services: A. Street Lighting Services Total fee $12,650 Electrical engineer scope of work includes the preparation of plans and specifications for The west end of Leucadia Blvd from Hermes Avenue to Vulcan Avenue. - Four (4) special lights at each corner of the following roundabouts: i. Leucadia Blvd and Hermes Avenue intersection. ii. Leucadia Blvd and Hymettus Avenue intersection. Separately- metered landscape lighting. Please see attachment A for more details on Electrical scope of work and fee schedule. B. Utility Potholing Services Total fee $ 20,700 Nolte has conducted a field investigation of all existing utilities and has estimated 20 possible locations of pot holes to identify each utility depth and approximate grade. This is not a lump sum fee, if additional pot holes are needed the City will be charged based on the fee schedule and scope of work shown in attachment B. C. Extra Survey Services for ROW resolution Total fee $ 6,000 Initially Leucadia Blvd was going to be improved from Vulcan Avenue to Eolus Avenue. However, for budgetary reasons, the scope has changed to exclude all improvements west of Hermes Avenue to Eolus Avenue except a roundabout at the intersection of Leucadia Blvd and Hymettus Avneue. Moreover, Vulcan Avenue was included as part of the revised scope of work. Nolte's request for extra survey services is due to the change in the original scope of work for this project. It is our findings that extra survey is required to resolve the right -of -way for properties fronting Leucadia Blvd between Vulcan Avenue and Hermes Avenue and the properties on Vulcan Avenue north and south of Leucadia Blvd. NOLTE ASSOCIATES, INC. 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA 92 1 28 - 34 1 2 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM ® P,,—d on PaPe, mode —rt 10% P... consume, (ba u 0 Please be advised that the sub consultant fees shown under this proposal have been marked up by 15% for coordination and handling. The total fee to complete the additional services is $39,350. If you have any questions, please give me a call at 858- 366 -3758. Sincerely, Nolte Associates, Inc. Abe Barhoumi, P.E. Engineering Manager 2of5 NOLTE ASSOCIATES, INC. (S)c„ - o.— made —h roo %po-1 m. me fb" Accepted B Name: Date: (J "-19.0 • • ATTACHMENT A STREET LIGHTING SERVICES 1. SCOPE OF WORK 1. Plans and specifications to provide, • Streetlights on Leucadia Blvd, between N. Vulcan and Hermes Avenues. • Four (4) lights each at the two turnabouts on Leucadia B1vd.IN. Vulcan and Leucadia Blvd./Hermes Ave. • Separately- metered landscape lighting_ 2. Construction Services shall include: • Respond to requests- for - information (RFI). • Review electrical submittals, shop drawings. • One on -site walk- through upon project completion. • Provide Final electrical punchlist. lI_ ASSUMPTIONS 1. All Backgrounds will be provided to EPI in Autocad format. 2. All reproduction and delivery of documents are by others. 3. There will be two submissions: 100% or Plan Check Set and A Final Set. 4. Consulting work other than electrical is not included. 5. Post design services are not included. 6. Work done in English Units. 7. Specifications will be based on the 'Greenbookn Standard Specifications for Public Works Construction. 6. Relocation of existing utilities, i.e.: electrical (SDG &E), telephone, CATV, etc, if any is affected by the street improvement, shall be done by others and is not part of EPI's scope of work. Ill. FEES Description of Work Total Site investigation f Coordination with City and Utility company representatives $1,500 100% Agency Plan Check Set $7,000 $1,000 Final Set. $1,500 Construction Services 5111000 Total IV, RATE SCHEDULE Rate Category Hourly Date Principal Project Manager Staff Engineer Designer Drafting Word Processing 3 of 5 NOLTE ASSOCIATES, INC. ® P,,—d - pope, made —h I00%Dust consume, "b" $150 $115 $100 $ SO $ 65 $ 55 0 • ATTACHMENT B UTILITY POTHOLING SERVICES Ornneya Salem — Project Engineer Nolte Associates, inc, 15070 Avenue of Science, Suite 1 C San Diego, CA 92128 Rie: Leucadia Blvd. Potholing Services Dear Omneya — After the site visitation yesterday on the Leucadia Blvc. site. it appears you will need approximately 20 potholes air excavated for the project As you are aware, the traffic control for ,Bose ose intersections (Hymettus and Hermes Avenues) is major. We're estimating 3 to 4 days of traffic control set -ups to accomplish the work safely. I spoke With Kipp Hefner of the City of Encinitas, he told me we will need to obtain a 'no cost" encroachment permit and submit traffic control plans for approval and get a traffic contro; permit if we plan on working in that area. I don't know the cost of those items yet. We will need to ask 2 traffic control sub to draw up Plans and submit for us. In the mear, time, for budgetary purposes, I would figure somewhere between $16,000 and $18.000 in combined costs forthe project. Unfortunately, I can't give you a `hard number" until we determine the depths of the potholes and the final traffic control costs. I'm expecting that the utility depths will range between 4 and 6 fr. in most cases. Please call me if you have questions 4 of 5 NOLTE ASSOCIATES, INC. —h 100..& posy consumer (ber Sincerely, r. V Dave Munson 0 0 AMN Proposal UNDERGROUND SOLUTIONS (Est )mated)... Custcrnet: Nalte ASsaZiCrte5, Inc. Leucadie Blvd. :Dole: May ' 8, 2046 Customer estimated number of potholes for this project: Customer estimated number of slot trenches for this projec -: Custorne€ estimated number o` monho.e /vault "clippings " jar 'h s protect: Description Unit Potholing Services: Lll J: }known Jnknown Unit Pr''ce Potholes 0 to 4 feet deep Per Hole $ 550.00 Potho -es 4 to 6 feet deep Per Hole S 650.00 Potholes 6 to 8 feet deep Per Hcie S 7:0.00 Potholes 8 to 10 feet deep Per Hole $ 850.00 (Potholes over 10 ft. to be bided of $850 + hourly rote for tune spent unt!i final depth obtained Potholing Service Per Hour (Reg tare) $ 220.00 Potholing Service Per Hour (Rev Wage Rate) $ 250.00 Slot Trenches Sio' trenches l It (w) x 5ft (L) x up to Eft (D) Each $ 1'500.00 Additional tootoge it lengtt- Per Foot S 500.00 Sio° -Tenches over 6 fee* deep will be priced en o "per job" basis. Manhole / Vault "Dipping" Ecch $ 75.00 Other Services: Traffic Control Plan Processing Fee (Fe, Typical Traffic Control) pump Sum TED Traffic Control Plan Processing Fee (Fer Major Traffic Contro!) "ED TED Traffic Control ;For Typical Traffic Control c 25 mph)) Per Day TED Traffic Control ) For Typical Traffic Control > 25 mph)) Per Day TED iagmar Services Per Manlhour $ 45.00 Subsurtace Utility Reports Each $ i 50.00 Copies of Subsuroce Utility Repuls Ench $ 50.0c, Travel Time (Portal to Portal) Per Hour (Reg Rata) Exclusions overt or, of pctho e sites, Scwcuftiniq , Fees iTerm ts, Asphcit Dis osel. Spoils Area, Survey'rg 5 of 5 NOLTE ASSOCIATES, INC. ®P,,d,�ooao, made w,a, M%no.<<o�,�me, fne, B E YON D E N G I N E E R 1 N G July 7, 2006 Mr. Blair Knoll City of Encinitas 505 South Vulcan Ave. Encinitas, CA 92024 Subject: Changes to curb alignment on Leucadia Boulevard and modification to transition taper on Vulcan Avenue. Dear Blair; Here is our scope of services to revise the construction documents as you requested: 1. Street Improvement Plans A. Leucadia Boulevard improvements: 1. The following revisions to the plans will be required as a result of widening Leucadia Boulevard two (2) feet to the north: a. Change labels and callouts on sheet files b. Revise curb data tables c. Modify plans and profiles for three (3) driveways d. Redefine left curb alignment e. Create left curb profile f. Redraw roadway template and rerun revised earthwork quantities g. Change striping plan h. Change signal plan i. Recreate Leucadia Boulevard/Vulcan Avenue northeast curb return B. Vulcan Avenue Improvements 1. The following changes to the plans will be required for reducing the transition taper on the east side of Vulcan Avenue south of Leucadia Boulevard and for increasing the through lane width to 19' at the intersection with Leucadia Boulevard: a. Revise all driveway profiles b. Remove AC walkway c. Revise curb data tables d. Change labels and callouts on sheet files e. Redefine right curb alignment f. Revise right top of curb and edge of pavement profile g. Redraw template and rerun it for revised earthwork quantities h. Revise striping plan line -work L Change curb return plan for the southeast corner of Leucadia and Vulcan j. Change curb return profile 2. Adding a bus stop access sidewalk north of Leucadia Boulevard intersection will require the preparation of a wall plan and profile as well as sidewalk profiles. C. Overall Plan Change Recalculate quantities to update cost estimate. This section will cover the actual cost of reproducing plans for the additional submittal resulting from the requested revisions. The above work will be performed at a total not to exceed cost of $20,791 . If you have any questions or would like to discuss any of the above items, please contact me at (858) 366 -3758. Sincerely Nolte Associates Abe Barhoumi,P.E Engineering Manager N a s 0 a d co o� o� N U N � � O � - z d d m E � a � z o U H U W n O w CL GEOCON INCORPORATED GEOTECHNICAL CONSULTANTS _ Project No. 07070 -22 -01 October 13, 2006 Nolte Associates 15090 Avenue of Science, Suite 101 San Diego, California 92128 Attention: Ms. Omneya Salem Subject: LEUCADIA BOULEVARD WIDENING SAN DIEGO COUNTY, CALIFORNIA ADDENDUM NO. 1 Dear Ms. Salem: In accordance with your request, this addendum addresses revised pavement sections for the subject project. Original geotechnical recommendations were presented in our report titled Geotechnical Investigation, Leucadia Boulevard Widening, San Diego County, California dated November 22, 2005. The table presented below supersedes the original Table 6.7.5 on page 12 of the above referenced report. The revisions reflect minimum pavement sections required by the City of Encinitas. TABLE 6.7.5 WIDENING PAVEMENT SECTIONS Location City Traffic Index R -Value Asphalt Concrete (inches) Class 2 Aggregate Base (inches) Hymettus Avenue 5.0 20 4 6 Hermes Avenue 5.0 45 4 6 Vulcan Avenue 6.0 67 4 6 Leucadia Boulevard between Vulcan and Hermes Avenue 8.0 20 4'/2 14 Leucadia Boulevard East of Hermes Avenue 8.0 1 45 1 4'/2 1 7 Leucadia Boulevard at Hymettus Avenue 8.0 1 20 1 4' /z I 14 Should you have any questions regarding this addendum, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INC RPORATED ��rk) oo�� Joseph J. Vettel GE 2401 JJV:dmc (4 /del) Addressee 6960 Flanders Drive ■ San Diego, California 92121 -2974 ■ Telephone (858) 558 -6900 ■ Fax (858) 558 -6159 NOLZ'�E B E Y O N D E N G I N E E R I N G September 20, 2006 Mr. Blair Knoll City of Encinitas 505 South Vulcan Ave. Encinitas, CA 92024 Subject: Changes to construction documents based on City 90% review comments Dear Blair; Here is our scope of services to revise the construction documents as you requested and submit them for review at 100% completion: 1. Ground Survey of pothole locations Under this task, Nolte surveyors will collect and capture top of pavement elevations and tie all potholes to the construction document. This information will be used to evaluate the impact of the proposed improvements on existing utilities. 2. Street Improvement Plans The following represents the items of work resulting from the changes requested by the City: A. Leucadia Boulevard Improvements: Relocate all proposed curbs and roadway features between Leucadia Blvd and Hermes Avenue to the north. The following revisions to the plans will be required as a result of this change: a. Recreate labels, dimensions, construction notes, and callouts on sheet 8 b. Recreate curb data tables C. Modify plans and profiles for four (4) driveways. This item includes the requested change of proposed driveway at station 12 +01 from G -14A to an alley apron per G -17. d. Redefine left & right curb alignment e. Recreate left & right curb profiles f. Redraw roadway template and rerun revised earthwork quantities C g. Redesign Leucadia Boulevard/Vulcan Avenue northeast & south east curb return profiles h. Revise demolition plan notes and hatching to reflect changes. i. Make the necessary changes on Vulcan Avenue impacted by the revisions on Leucadia Blvd. j. Revise typical sections to reflect above changes Extend curb, gutter, and median curbs approximately 30 feet at Hermes and Hymettus intersections. This change will require the following revisions to the plans: a. Revise left and right curb data b. Revise median curb data C. Create left and right curb profiles d. Revise grading plans at Hermes and Hymettus intersections to extend the new pavement to the end of proposed improvements e. Revise centerline profiles for Hermes and Hymettus f. Revise driveway profiles for Hermes and Hymettus g. Revise curb returns at Hermes and Hymettus intersections h. Add one (1) concrete driveway east of Hermes. Insert new sheet for extra driveway profiles and revise cross references i. Move AC dikes past extended curbs and change their length to 50' j. Add six (6) bike ramps, two (2) at Hermes intersection and four (4) at Hymettus intersection. k. Redraw roadway template and rerun revised earthwork quantities I. Revise Typical sections to reflect above changes m. Add wall plan and profiles for each roundabout n. Revise wall profile on the south side of Leucadia Boulevard to reflect changes requested by the City at the southwesterly corner of Leucadia and Hymettus. Hymettus Avenue Improvements: i. Add three (3) concrete driveways, one (1) north of Leucadia Blvd and two (2) south of Leucadia Blvd Vulcan Avenue north of Leucadia i. Extend proposed curb, gutter, and concrete sidewalk on the east side of Vulcan Avenue north of Leucadia Boulevard from gas station driveway to existing bus stop location. The following changes to the plans will be required: a. Remove AC walkway b. Revise curb data tables C. Change labels and callouts on sheet files d. Redefine right curb alignment e. Revise right top of curb and edge of pavement profile f. Redraw template and rerun it for revised earthwork quantities g. Revise typical sections to reflect above changes ii. Remove proposed concrete sidewalk at the top of slope. To accomplish this task the following changes to the plans will be required: a. Remove concrete sidewalk b. Remove relevant retaining walls c. Regrade slopes to daylight at the back of sidewalk proposed under the task above d. Potential design of a new retaining wall which includes wall plan and profile D. Vulcan Avenue south of Leucadia Boulevard Demolition plan: To remove the sidewalk on the east side of Vulcan as requested by the City, the demolition plan will have to be modified. The modification includes adjustment to the hatched areas and labels associated with the item of work. Improvement plans: a. Modify and re -label driveway profiles for the east side of Vulcan Avenue. b. Modify roadway template to reflect a 2:1 slope behind proposed asphalt curb. C. Reassess the earthwork quantities taking into consideration the removal of sidewalk and the proposed 2:1 slope behind proposed asphalt curb. d. Relocate proposed curb for right turn lane south of Leucadia further to the west. 3. Signing & Striping Plans A. Revise the striping plan to reflect all curb and lane width changes requested by the City. This task also includes the prior preliminary striping plans prepared during discussions with the City during over the shoulder meetings. 4. Signal Plan A. Revise signal plan to reflect final revisions to improvement and striping plan. 5. Construction Cost Estimate A. Recalculate quantities to update cost estimate. B. Revise cost estimate to reflect all changes requested. 6. Meetings A. Additional meetings may be needed throughout the remaining design life of the project. Nolte will attend those meetings as directed by the City. 7. Reimbursable A. Additional blue print copies requested by the City provided during the 30% design review and authorized by the City for reimbursement. The above work will be performed at a total not to exceed cost of $63,324. If you have any questions or would like to discuss any of the above items, please contact me at (858) 366 -3758. Sincerely Nolte Associates Abe Barhoumi,P.E Engineering Manager Page 1 of 2 Blair Knoll From: Steve Deering [sdeering @dudek.com] Sent: Wednesday, September 06, 2006 12:50 PM To: Blair Knoll Cc: Leo Schempp; Frank Reynaga; Jerod Coleman; Paul Walsh Subject: LWD - Leucadia Blvd Rvw Attachments: 090606 Partial Plan L -1.pdf Blair, comments: f plans or Leucadia Boulevard Improvements between Vulcan and Orpheus. Thanks for providing a 90% Set Leucadia WD has the following from the manhole 1. On Sheets 9 and 14 of 33, Improvement Plans, there is no sewer going o north is cor on Hermes The sewers about shown in the proposed round - about. The remainder of existing sewer 6.5 feet deep to invert at the manhole in the proposed round - about. 2. On Sheet 15 of 33, there is sewer shown east of Hymettus Avenue, however, there is no LWD sewer in that location. 3. The landscape /hardscap coordinate dtw with proposed hardscape features there? See attached partial copy How will the manhole be of Dwg L -1. center f the round-about. LWD strongly requests 4. Dwg L -1 shows a Coral d over exist a seweroSpecifically with regard to the medium size Humeana spec es tike bushes be Plante Coral Tree proposed, could a a lnd w mature 30'tall with would big kely have r to t extending well below the 6.5 feet deep coming to the soil surface sewer. Additionally, the weight of this tree may be very significant and structurally damage the existing clay pipe sewer as well. 5. Dwg L -1 also shows two varieties of ground cover to be planted over existing sewer. These would be acceptable to LWD. Again, we suggest that no trees to the tree-like ex sting sewer around the round ab utras shown lnon the attaOched sketch. mitigation, might be to reloca Even with relocation of the sewer from Hermes, the Leucadia Blvd east to west existing sewer may still e impacted by the roots of a Coral Tree. ._.r, ` b"_ms Please let me know the response of further. e City .o a above comments. Please let me know if you would like to discuss the above comments Steve Deering LWD District Engineer i DUDEK 605 Third Street Encinitas, CA 92024 T:760- 479 -4101 F: 760 - 942 -4508 C: 619 -417 -6305 www,dLd_ek.cQCn sdeerin dudek.com 9/6/2006