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Bureau of Reclamation Farr Lateral and Carlson LateralRETURN TO: Bureau of Reclamation Attn: MSF 6125 230 Collins Road Boise, ID 83702 ADA COUNTY RECORDER Christopher D. Rich 2017-015071 BOISE IDAHO Pgs=13 NIKOLA OLSON 02/17/2017 04:46 PM CITY OF MERIDIAN, IDAHO NO FEE UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION Arrowrock Division, Boise Project, Idaho CONSENT TO USE Contract No. 7-07-11-L3841 THIS CONSENT TO USE, hereinafter referred to as Consent, made the day of 2017, pursuant to the Act of Congress June 17, 1902 (32 Stat. 388; 43 U.S.C. §391), and acts amendaWry thereof or supplementary thereto, collectively referred to as the Federal Reclamation Laws, specifically, Section 10 of the Reclamation Project Act of 1939 (53 Stat. 1196), between the UNITED STATES OF AMERICA, hereinafter called the United States, by and through the Bureau of Reclamation, Department of the Interior, hereinafter referred to as Reclamation, and CITY OF MERIDIAN, hereinafter referred to as Consentee. WITNESSETH, THAT: WHEREAS, in connection with the Arrowrock Division, Boise Project, Idaho, the United States, pursuant to Federal Reclamation Laws, constructed, operates, and maintains certain irrigation works hereinafter referred to as the Farr Lateral and Carlson Lateral; and WHEREAS, said Farr Lateral and Carlson Lateral, are operated and maintained by the Boise Project Board of Control, hereinafter referred to as the Board, under a repayment contract with the United States; and WHEREAS, the Consentee desires the United States to give consent to construct, install, operate and maintain a 24 inch gravity trunk sewer pipeline, under and across the Farr Lateral and Carlson Lateral; and WHEREAS, the proposed use has been reviewed and determined to be compatible with project purposes. .NOW, THEREFORE, in consideration of the mutual covenants and stipulations hereinafter stated, the parties hereto do mutually agree as follows: CONSENT AND LEGAL Subject to the terms and conditions of this Consent, the United States does hereby consent to the Consentee, or its agents, installation, operation and maintenance of a 24 inch PVC gravity sewer trunk pipeline inside 123 linear feet of 36 inch steel casing under and across the Farr Lateral, on the east side of Meridian Road (SH -69), north of Rumple Lane, located in a portion of the NW 1/4 of Section 30, Township 3 North, Range 1 East; a 24 inch PVC gravity sewer trunk pipeline inside 133 linear feet of 42 inch steel casing CTU: 7-07-11-L3841, City of Meridian Page 1 of 8 under and across the Carlson Lateral, southeast of the intersection of Meridian Road (SH -69) and Amity Road, in Meridian, Idaho, located in a portion of the NWl/a of Section 31, Township 3 North, Range 1 East, Boise Meridian, and shall be installed in the manner and at the locations shown on the attached Exhibits A, B, C, D, and E, by this reference made a part hereof. SUBJECT TO FEE OWNER APPROVAL Unless the Consentee is the underlying fee owner, this Consent is subject to Consentee securing approval of the underlying fee owner to cross or use the identified portion of Reclamation's right of way. By executing this document the Consentee acknowledges this notice and assumes all liability, if any, in this regard. FEES The Consentee has provided an application to obtain this Consent in conformance with Title 43 of the Code of Federal Regulations, Part 429 and a payment of $100.00 for the application fee and $330.00 for administrative fees is hereby acknowledged. 4. TERM The term of this Consent is to be perpetual from the date of this document, subject to the terms and conditions herein. 5. SPECIAL STIPULATIONS Consentee agrees that the construction, installation, operation and maintenance (O&M) shall be conducted as follows: a. The Consentee shall notify the Board at least seven (7) days prior to beginning construction work. b. Consentee's structures shall be constructed, operated and maintained by the Consentee without cost to the United States or its assigns, and in such a manner as to cause no interference with the normal operation of project facilities. All construction, reconstruction and maintenance work performed by the Consentee upon the premises of the United States shall be undertaken only at times, according to plans, and in a manner satisfactory to the authorized official. C. . All work must be performed during the non -irrigation season in which work commences (November 1 through March 15). d. All backfill placed in the facility or its embankments shall be placed and compacted to the satisfaction of the authorized official. The facility and appurtenant structures shall be restored by the Consentee to a condition at least as good as before the work was accomplished. e. This Consent is limited to the crossing, construction, installation, operation and maintenance of a 24 inch PVC gravity sewer trunk pipeline inside 123 linear feet of 36 inch steel casing under and across the Farr Lateral, on the east side of Meridian Road (SH -69), north of Rumple Lane, located in a portion of the NW 1/ of Section 30, Township 3 North, Range 1 East; a 24 inch PVC gravity sewer trunk pipeline inside 133 linear feet of 42 inch steel casing under and across the Carlson Lateral, southeast of the CTU: 7-07-11-L3841, City of Meridian Page 2 of 8 intersection of Meridian Road (SH -69) and Amity Road, in Meridian, Idaho, located in a portion of the NWl/a of Section 31, Township 3 North, Range 1 East, Boise Meridian. In accordance with Idaho Code section 42-1102, et seq, additional encroachments onto the right of way by public or private roads, utilities, - - fences, gates, pipelines, structures, or other construction or placement of objects, need specific written permission from the United States or its successor or assign. Encroachments of any kind placed in such right of way without express written permission shall be removed at the expense of the person or entity causing or permitting such encroachment upon the request of the owner of the right of way. f. Any alteration in design of the facilities to be constructed, or any alteration, modification, or reconstruction of facilities, once the original work is accepted by Reclamation, its successors or assigns, must be approved in writing prior to commencing any work on facilities in the area subject to this Consent. 6. UNRESTRICTED ACCESS The United States officers, agents, and employees shall at all times have unrestricted access and ingress to, passage over, and egress from all of said lands, to make investigations of all kinds, dig test pits and drill test holes, to survey for and construct reclamation and irrigation works and other structures incident to Federal Reclamation Projects, or for any purpose whatsoever. Reclamation will make every reasonable effort to keep damages to a minimum. 7. HOLD HARMLESS The Consentee agrees to indemnify the United States for, and hold the United States and all of its representatives harmless from, all damages resulting from suits, actions, or claims of any character brought on account of any injury to any person or property arising out of any act, omission, neglect, or misconduct in the manner or method of performing any construction, care, operation, maintenance, supervision, examination, inspection, or other activities of the Consentee. PROTECTION OF UNITED STATES INTERESTS The Consentee shall construct, operate, and maintain its structures in a good workmanlike manner, as determined by Reclamation, to ensure that the authorized uses are compatible with the Reclamation purposes for which the land rights were acquired, and to protect the interests of the United States. The Consentee shall insure compliance with all laws, regulations, and orders of the United States, and any other public authority affecting such works. TERMINATION This Consent, a use authorization, will terminate and all rights of the Consentee hereunder will cease, and the Consentee will quietly deliver to the United States possession of the premises in like condition as when taken, reasonable wear and damage by the elements excepted: a. At the end of the term of this Consent. b. Reclamation may, at any time and at no cost'or liability to the United States, if Consentee fails to comply with any of the terms and conditions hereof, or upon mutual agreement of.all parties. CTU: 7-07-11-L3841, City of Meridian Page 3 of 8 C. The United States, acting through Reclamation, Department of the Interior, reserves rights to construct, operate, and maintain public works now or hereafter authorized by the Congress without liability for termination of the use authorization or other damage to the Consentee's activities or facilities. d. Reclamation may, at any time and at no cost or liability to the United States, terminate this Consent in the event of a natural disaster, a national emergency, a need arising from security requirements, or an immediate and overriding threat to public health and safety. e. Reclamation may, at any time and at no cost or liability to the United States, terminate this Consent, for activities other than existing authorized private exclusive recreational or residential use as defined under 43 CFR § 429.2 if Reclamation determines that any of the following apply: The use has become incompatible with authorized project purposes, project operations, safety, and security; ii. A higher public use is identified through a public process described at 43 CFR § 429.32(a)(1); or iii. Termination is necessary for operational needs of the project. f. Reclamation may, at any time and at no cost or liability to the United States, terminate this Consent if Reclamation determines that the Consentee has failed to use the use authorization for its intended purpose. Further, failure to construct within the timeframe specified in the terms of the use authorization may constitute a presumption of abandonment of the requested use and cause termination of the use authorization. g. Reclamation may, at any time and at no cost or liability to the United States, terminate this Consent if the Consentee fails to comply with all applicable Federal, State, and local laws, regulations, ordinances, or terms and conditions of any use authorization, or to obtain any required permits or authorizations. 10. NOTICES a. Notices served under this Consent shall be in writing and may be delivered by personal delivery; via recognized delivery services such as United Parcel Services (UPS) or Federal Express (FedEx); or by deposit in the United States Mail, postage prepaid, as certified mail, return receipt requested, and addressed as follows: UNITED STATES Deputy Area Manager Bureau of Reclamation 230 Collins Road Boise, ID 83702 (208)383-2200 CONSENTEE Mayor City of Meridian 33 E. Broadway Ave. Meridian, ID 83642 (208) 376-7330 Manager Boise Project Board of Control 2465 Overland Road Boise, ID 83705 (208)344-1141 b. Any notice delivered by personal delivery shall be deemed received by the addressee upon actual delivery. Any notice delivered by certified mail or delivery service shall be deemed received by the addressed on the third business day after deposit. The addresses to which notices are to be delivered may be changed by giving notice of such change in accordance with this paragraph. This paragraph shall apply where CTU: 7-07-11-L3841, City of Meridian Page 4 of 8 notice is required under this Consent, and no specific requirements are set forth. Where this Consent provides for a specific notice in a different manner, the more specific requirements shall prevail. C. The parties hereby designate the Deputy Area Manager of the Snake River Area Office, Bureau of Reclamation; Manager of the Boise Project Board of Control; and the Mayor of the City of Meridian, as their respective authorized representative for this Consent. These individuals shall have authority to take any action allowed or required under this Consent, on behalf of their employer. The parties may change their designated representatives at any time by giving notice of such change in accordance with this Article. 11. INCREASED COSTS If the construction, operation, or maintenance of any or all of such structures and facilities of the United States across, over, under, or upon said right of way should be made more expensive by reason of the existence of improvements or works of Consentee thereon, such additional expense is to be estimated by the Reclamation, whose estimate is to be final and binding upon the parties hereto. Consentee will make payment thereof to the United States or any of its successors or assigns within (30) days after demand is made upon Consentee for payment of any such sums. As an alternative to payment, Consentee, at its sole cost and expense and within the time limits established by the United States, may remove or adapt its facilities constructed and operated by it on said right of way to accommodate the aforementioned structures and facilities of the United States. Consentee shall bear any costs incurred by the United States occasioned by the failure of Consentee to remove or adapt its facilities within the time limits specified. 12. REMOVAL OF STRUCTURES Upon expiration, termination, or revocation of the Consent, the Consentee shall remove all structures, equipment, or other improvements made by it from the premises at no cost to the United States. Upon failure to remove any such improvements within sixty (60) days of expiration, termination, or revocation, any remaining improvements shall, at the option of the United States, be removed or become the property of the United States. The Consentee shall pay all the expenses of the United States, or its assigns or successors, related to removal of such improvements. 13. DISCOVERY OF CULTURAL RESOURCES The Consentee shall immediately provide an oral notification to Reclamation of the discovery of any and all antiquities or other objects of archaeological, cultural, historic, or scientific interest. The Consentee shall follow up with a written report of their finding(s) to Reclamation within forty-eight (48) hours. Objects under consideration include, but are not limited to, historic or prehistoric ruins, human remains, funerary objects, and artifacts discovered as a result of activities under this authorization. The Consentee shall immediately cease the activity in the area of the discovery, make a reasonable effort to protect such discovery, and wait for written approval from Reclamation before resuming the activity. Protective and mitigative measures specified by Reclamation shall be the responsibility of the Consentee. 14. HAZARDOUS MATERIALS a. The Consentee may not allow contamination or pollution of Federal lands, waters, or facilities. The Consentee has the responsibility for care, operation, and maintenance by its employees or agents and shall take reasonable precautions to prevent such contamination or pollution by third parties. Substances causing contamination or pollution shall include, but are not limited to, hazardous materials, thermal pollution, refuse, CTU: 7-07-11-L3841, City of Meridian Page 5 of 8 garbage, sewage effluent, industrial waste, petroleum products, mine tailings, mineral salts, misused pesticides, pesticide containers, or any other pollutants. b. The Consentee shall comply with all applicable Federal, State, and local laws and regulations, and Reclamation policies and directives and standards, existing or hereafter enacted or promulgated, concerning any hazardous material that will be used, produced, transported, stored, or disposed of, on or, in Federal lands, waters, or facilities. C. "Hazardous material" means any substance, pollutant, or contaminant listed as hazardous under the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended, 42 U.S.C. § 9601, gt se ., and the regulations promulgated pursuant to that Act. d. Upon discovery of any event which may or does result in contamination or pollution of Federal lands, waters, or facilities, the Consentee shall initiate any necessary emergency measures to protect health, safety, and the environment and shall report such discovery with full details of the actions taken to Reclamation. Reporting may be within a reasonable time period. A reasonable time period means: within twenty-four (24) hours of the time of discovery if it is an emergency, or by the first working day if it is a non- emergency. An emergency is any situation that requires immediate action to reduce or avoid endangering public health and safety or the environment. e. Violation of any of the provisions of this Article, as determined by Reclamation, may constitute grounds for termination of this Consent. Such violations require immediate corrective action by the Consentee and shall make the Consentee liable for the cost of full and complete remediation and/or restoration of any Federal resources or facilities that are adversely affected as a result of the violation. f. The Consentee agrees to include the provisions contained in paragraphs (a) through (e) of this Article in any subcontract or third -party contract it may enter into pursuant to this Consent. g. Reclamation agrees to provide information necessary for the Consentee using reasonable diligence, to comply with the provisions of this Article. 15. THIRD PARTY RIGHTS This Consent is granted subject to all rights previously acquired by third parties. 16. SEVERABILITY Each provision of this Consent shall be interpreted in such a manner as to be valid under applicable law, but if any provision of this Consent shall be deemed or determined by competent authority to be invalid or prohibited hereunder, such provision shall be ineffective and void only to the extent of such invalidity or prohibition, but shall not be deemed ineffective or invalid as to the remainder of such provision or any other remaining provisions, or of this Consent as a whole. 17. BINDING The provisions of this Consent shall apply to, and bind, the successors and assigns of the parties hereto, but no assignment or transfer of this Consent or any part or interest therein shall be valid until approved by Reclamation. CTU: 7-07-11-L3841, City of Meridian Page 6 of 8 18. OFFICIALS NOT TO BENEFIT No Member of Congress shall be admitted to any share or part of any contract or agreement made, entered into, or accepted by or on behalf of the United States, or to any benefit to arise thereupon. IN WITNESS WHEREOF, the parties hereto have executed this Consent the day and year first above written. CONSENTEE UNITED STATES OF AMERICA By _ By �.. Melanie J. Paquin M �� Deputy Area Manager Title / / Bureau of Reclamation 230 Collins Road Boise, ID 83702-4520 This Consent h s been considered and is hereby approved by the Boise Project Board of Control the day of-cz.. , 2017. By 4,� Tim Page, ManoJer ACKNOWLEDGEMENT STATE OF IDAHO ) )ss County of Ada ) On the day of z , 2017, personally appeared before me, the undersigned notary, Tim Page `" , known to me to be the official of the Boise Project Board of Control who executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said Board, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. F�STA ary Sue Chase TARY pUBI_IC c , TE OF IDA' ' Notary Public in and for the State of Idaho Residing at sr - , , My commission expires ,- Esc? CTU: 7-07-11-L3841, City of Meridian Page 7 of 8 ACKNOWLEDGEMENT STATE OF IDAHO ) )ss County of /� ) On the day of —rh v, ' , 2017, personally appeared before me I(t wi e tt (-e- �%TA/l r= t-- , to me known to be the official of the City of Meridian, that executed the within and foreg ing instrument and acknowledged said instrument to be the free and voluntary act and deed of said City of Meridian, for the uses and purposes therein mentioned, and on oath stated that s/he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. ••••oo.• ••• ® 6rr•• --- , � %� • r � 04", • �, � o p N to 0 Ara e°°rrrr• STATE OF IDAHO )ss County of Ada Ant- .n19_ J1Z)nn Notary Public in and for the State of Idah p n n Residing at (-- My commission expires SLMjg ACKNOWLEDGEMENT MELANIEn the day of -6l.L-t. �_, 2017, personally appeared before me ELANIE MUIN , to me -blown to be the official of the United States of America that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said United States for the uses and purposes therein mentioned, and on oath stated that s/he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. ;zr lii DONNABRUCK NOTARY PUBLIC i STATE OF IDAHO Notary ublic in and for the State of Idaho Residing at ' My commission expires r CTU: 7-07-11-L3841, City of Meridian Page 8 of 8 Farr Lateral Project Alignment ' MRIV R, Z% Watkins Drain Carlson Lateral Fe ""0 500 1,000 2,000 -1 Project Location M City of Meridian . Black Cat Sewer Trunk Phase 5 Exhibit 1 - Site Vicinity Map Date: 10-07-2016 / /' �' / / �/ /�•�DG�/ �� \ KEY NOTES 380005 MERIDIAN� \\----- SE NOTE DESCRIPTION �r WERNTILITY KEY NOTES 1-U-9 ENGINEERS, INC, -- EP -F'- EP---f-EP-----EPI—\t ry� /// / /// 24" GRAVITY SEWER PIPE I t I t l t 30" CMP � �// 'S2 SPECV.L. DROP DISCHARGE STRUCTURE (SEE SHEET C-502 Z m d' / / / /o GREAT OAKS WATER CO / INV: 2713.35 ////i etC D� 57130234040 FOR DETAILS) Q rn o. S MERIDIAN ROAD o m ca t Eby-- / OD 60" TYPE A SEWER MANHOLE m m EP-,- --EP-'--�-EP - I / - W O 0) r` m E -----EP �� �� - R/W -tom R/W R --G-T- - X-- 1-itjw- - R/w--'Y -- -�+/w—-�^�--;t--- � 'S4 CONNECT TO EXISTING MANHOLE 0 O ^ cl M � / R/W�—��G-----G-----G-----G---_-G--- G -----G---- G-----C�- G_- --�-= G _G-----G-----G---_- W NM mN� ----. R i G-- _� I t ,t ---- --_-_ - m Vj - ,Ut EXPLORATORY IXCAVATION _Z O W oad-� —TOP_ '�//TSP_ --- ---- OP—=�= — �_0�—_--10— — TOP=y-= -TOp —, - OPEN TRENCH RIDENBAUGH CANAL CROSSING (SHEET S-501 a ❑ N N ` ��--- _ _-_- _-_�-_-_-_-_-TOP �---_-_- ----- ---------- ------ _____-___ / _ _�TOP���OP----_�- — - -- ----- ----- ,'U2 AND DETAILS A2 6c B2, SHEET C -5D1) Z m �- o --------- - - - --- _ _------_--_--- - '--- --- �'-- 2710—_ _ _ — — — — — — = = =_ OPEN TRENCH CROSSING of WAIKINs DRAIN, REFER TO W c6 m a 0- 27l p- __ _ - - --__- _--- -----_ --_ - - --- ----- _ _ ___ _ __ (_ _ _-_---- --- _-_ —_—__ — \� ----------- — — — — — — — — �� U3 USACE PERMIT ? CD _ _—�_ - 7' _ --- 2705- — -- ---_- Q ---__ -z- _ — -------------- '- U4 NOT USED , N _ _�-- _-_ -2705 -.,n o _ _ _ _ _ _moi-- - -- _] N iU5 IRRIGATION SIPHON CROSSING. REFER TO BOR/BPBC PERMIT. o C — _2700- — — --- -- - - - --- --- - ---- - - -_.' ----- ----- 2700 = — — — — — — — - — + IU6 36" STEEL CASING cli W — —_— — — ----29+00-- ---------- 30+00' -----f------ -_ - — — —_ 2695_ — 42" STEEL CASING o4�SyCSFtgf -= ==ZZ ss- mss-= -z — — — — — — — — — — — — —31+00— --- — - ---32+00- N ss—_ t-ss--�:�_# ss - _rte _ �n�j SURFACE REPAIR KEY NOTES W x 2694 TOE_ -_-_-_-_-__.-------JOE- --- ---- --70E----\ ---- - E ---- o -- TOE------ ----- TOE -- E---- —n - Z = R1 LANDSCAPING REPAIR TYPE 1 (DETAIL B1, C-501) N' 6588 LU0FF--m __ ___ _ __ ___ __ ________ ___________ L ------- -_---- _-- ----� ______-- �_- _---�-- --- a-- - ----- ----- ---- --1 x w SEE LANDSCAPING PLAN IN PROJECT MANUAL AND DETAIL, 81 'Oy �r� OF _--------- ---- --- ---/--- - {-EP-----EP----EP- ��-fP'7----EP-----EP --- EP--- -EP-� -EP- -7-EP----EP-----EP----EP-----EP----EP-----EP Q y'.R2 LANDSCAPING REPAIR TYPE 2 C-501 i 7 S3 ;R3 MISC. SURFACE REPAIR - NATURAL GROUND . _ _ _ _ _ MH SSWR- 9 421 LF ��$ U5 ------- N: 694502.97 R4 TYPE C-1 GRAVEL SURFACE REPAIR (DETAIL 81, C-501) Ut - -E: 2454537,13_` I R5 ASPHALT ORWVAY REPAIR w ``-_-__----_ I MISCELLANEOUS KEY NOTES wz / Q REMOVE AND RESET MISCELLANEOUS ITEM Www _MERIDIAN ROAD .. M2 REMOVE AND REPLACE. MISCELLANEOUS REM MERIDIAN ROAD / % -1 4'/� - -� M3 REMOVE MISCELLANEOUS ITEM �'�'�`• ,_HORL 0 20 40 M4 ABANDON -IN-PLACE 1 H- RELOCATED PIRR PIPELINE aOSiiW w DSO i-- obi-gi 0 VERT 0 5 10 M6 RETAIN AND PROTECT RETAINING WALL. SEE PROJECT MANUAL ui o €; F FOR RECORD INFO. _ 0 LLo _ SCALE IN FEET rc o 1 o M7 REMOVE AND REPLACE SIDEWALK Iacmo� REFERENCE AND RESET LAND MONUMENT �_Z$�0 a - LF i 'M9 PIRR VALVE ?�o� 2720 O 2720w� . ..... ... ... .. ... ..... 25 10 -ted .... .. ..... .... ... .........EXISTING ..GROUND .0 ...... ...... ......... ..,...... ........... .... -... .. ..... ...._. .. .... ..... ... ..,. ...... M11 PIRR BEND � �' 0"9ao sAwcuT - 2715 - '----- - - 2715 ....................................................................................................................................................................................._............................_...........,.. ......................................... 2710----2710 .................................................................................._.......................... .............. .............._................_......................................................... ............ ,....... ....................... ...................................................................................................................................................... ................................... ...... ..... ......................... .... ...... ............. ......_........,............. ...............,1-- ..... .................. . W ............. ...... ............. ......................... ... ............... ............ ........ ... ................ ........... .............:..........................._................_......... ,,......... ...................... ......... ......... ....... ............ .... ....... ,..................I....._ Q _...._..........................................__....;............................_......_..._...........................,........................................:..........................................._............. ................... ...,........ I...... 2 2705 2705 ......................................................................... ......_,.......... ................... .............. ............... .-...... ................................._........_.......... ...... ............. ......... ........ ....... .._................................,......._._.. Z .................................... .............. ................... ................... ..... -- .......... ..._...... .,...... ...................................... .�.............�.......... _................_..............,.............. ....... ........... .................... ........ ........... ..........•....... ¢ N .......•........... ............. ................ ..................... ....... ............ ....... ..... ........ ................._.... ..,........ ............... _............. .. _........... ............... ............... ....._........ ............... ...,..,........ ............... — LL1 t ......... •............................................... ....... ............ ... .- ._.......... _..... _ . .................................................................................................................................... . 2700 MH S +R- s 2700 O O 0 ............... ....:.................. .......... ............................ ................... .............................. ....... ..... ........... ......_...... ........ ..._.............. ...... ,... ....... ........ _......... OC H .. ..RIM:" 893:74.... .... ... .... ........... ......I...... W K EXISTING ROUND NV IN. 2671-.97 24 (S) � fi o o........................................_....,..................................._............................................................®..�. F..PIPE............._............. .................I .OUT: 2671.81 .24!(N)......_............ ........ ................... .... ........ ................ ...._.... .80 W W g........................................._..............................................................................,..............._......._............................._....................................._........................................................_............................................ z Do 2695 �___�--.r.-.-.-...-.-.-.-.-.-...-.-.-.-.-...- 2695 W CL N a -.-.-.-.- -.-.-.-.-.--.-.-.-.-.- ------------ -- ------ -- -- ----- -- .......... -._.-. a _..................................................................................................................................................T.............................................__... _...... ..... .. -.-.-- >- - ---- — I H ..................................................................................................................................... NOTES: U U a 2690 2690 0 S S APPROXIMATE Y 1. 'LOCATION F EXISTING MATIOE ARE SHOWN T AN APPR XIMAT WAY i ................... ............. ...... ...... ............. ......... ....................................... .................. ................. .................... ..._........................... ....._........................ ...... .._........... .,..._........ .. ....._. ............... ONLY BASED ON INFORMATION PROVIDED BY THE UTILITIES. s.................................................. .............._............................. ............ ....... ........... ........................... ........ ........................ ..-........ .............._.......... ... I.. ............... .........,..... ............... ............... !CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES o ......................................... ......... ... ....... ....._........ ......_............. ....,............•.................... ....... _.......... ............ ,...... BEFORE COMMENCING WORK. CALL DIG -LINE, 811, A MINIMUM OF 48 J ..................................................................................... ................... . ..................................... ..................... a ...........:...... ...........,.._........_................................_.......... ._....... ..... UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY Y RESPONSIBLE IOR TO EXCAVATION TO REQUEST LOCAnONS OF m 3 ................................................................................................................................................_........................._......._.........._..........................................................................................,.............................. RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR 81' HIS 2685 2685 ' "• 2 .FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. m...... ............. ._................................... ... ......... ....... ........_.......... ........... ......................... ............_....... ............ .....................�...................._ ........._........ ... ..... ... ._............. .._................. ....... .... ....... ..._........ .............. DEPTHS OF UTILITIES SHOWN IN THE PROFILE ARE NOT KNOWN AND <...... ................................_.._.............. .......... ......... ......... ................... .................. .... ,..... ......... ..... :.._............ARE SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. FIELD rn .,_..,,.._.,,,,,,, °i OF TRENCHING OPERATIONS AS SPECIFIED IN _„m,,, 'LOCATE UTILITIES AHEAD a ._ .............................. ..... ........._..................... ....................... ..._....�...............,... ................ ........ ........ .... ............... ............... ............... ._............ s ..... � ......... �..... ..... o ....... ri .. THE GENERAL NOTES. 2680 N 2680 3.ALL WORK SHALL BE CONFINED TO THE RIGHTS -OF -WAYS, ................ rn .............. ............... .. M.. CASING MAY BE ;PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWNON THE FILE: iaisttsczoix b _....... ..... ............. ................. .......... ........... ...............N.. ....... _....... .. ................... NDED FOR PLANS. CONTRACTOR IS.RESPONSIBLE FOR SECURING ANY ............... 23L ......... ............... CONSTRUCTABILITY .................... �ICONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTIONDwwwrNev: - ............ ....��EEXXTE ..7-1 .........................................................................................................................._.........,......................................................................_..................._............................................... 2675 'EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 2675 _ _ _ _ _ _ _ _ _ _ 4 ,REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION. a a 'BY TALL HENCITY EOF MERIDIAN S S14ALL BE UNLESS'OTH OTHERWISE NOTED, ECCENTRIC CONE AS REQUIRED KE09YONE�NDH a ..... ............. .. .. .... .. ........ .. ... .. .... .. ....... ....... .... ..... .... ATFULLUM U' NOT ONE a w ......... ................ ............ 4' ........ .......... .. ._- ' . ....... . ....: .. .. ... .. ....490 L '24` PVC 0 0: OX....-........ 5. STATIONING BASED ON CENTERLINE OF SEWER. . DROMLY 9 ............................... 9. LF 24 PVC®0.10Z............................................................................................................................................ 6. �NO STOCKPILING OF MATERIAL SHALL BE PLACED ON WITHIN [TO UST UPDATED:1d 017 _.—. —.-. __. _............._........__.....................e—............—. .......... ......—.—......—.. 7 RIGHTS-OF-WAY WITHOUT ITD APPROVAL. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND SHEET NUMBER: 2670 !PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE c 69 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+25 (APPROVED SWPPP. STORM WATER MANAGEMENT, INCWDING THE EXHIBIT B f SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. e� cl rr ' CITY 0 S1131S S MER'. xi i / k 9 - VV 7 L4 I HORZ 0 20 40 VERT 0 5 10 SCALE IN FEET 133 LF US J -U -B ENGINEERS, INC. 2735 24" GRAVITY SEWER PIPE Z W d' - > o Cr O r'- E LU O O 6 °t O 111 �j cm � t` C7 U Z U N co �� N y oco 2 0 0) :3cl N N S L1 52 LZm co - o � T� a LL Co Co i0 m N S2 SPECIAL DROP DISCHARGE STRUCTURE (SEE SHEET C-502 lO FOR DETAILS) - S3 60" TYPE A SEWER MANHOLE S4 CONNECT TO EXISTING MANHOLE Ut EXPLORATORY EXCAVATION OPEN TRENCH RIDENBAUGH CANAL CROSSING (SHEET S-501 U2 AND DETAILS A2 & B2, SHEET C-501) U3 OPEN TRENCH CROSSING OF WATKINS DRAIN, REFER TO I� USACE PERMIT ROPOSED MH SWR- 262735 IRRIGATION SIPHON CROSSING. REFER TO BOR/BPSC PERMIT. oE4s TeQf'yC/yam 6588 0 AyQ2�P N.KRtOWO'J� U6 36" STEEL CASING U7 42" STEEL CASING SURFACE REPAIR KEY NOTES Rt LANDSCAPING REPAIR TYPE 1 (DETAIL Bt, C-501) SEE NDSCAPING PLAN APINREPAIR IE PROJECTMANUAL AND DETAIL, Bt R2 LANDSCAPING TYPE 2 507 R3 MISC. SURFACE REPAIR - NATURAL GROUND R4 TYPE C-1 GRAVEL SURFACE REPAIR (DETAIL Bt, C-501) R5 81+43.40.. w ou wF o>m w�a Z'^"�� 0, 2 3 m G to w�oa c o a W Waa o ♦9 0 o w I 'd2 o�wpr G 'd o a ��oa o�w� � w � 3 3: _. .. d a m a ¢ ° MISCELLANEOUS KEYNOTES Mt REMOVE AND RESET MISCELLANEOUS ITEM M2 REMOVE AND REPLACE MISCELLANEOUS ITEM M3 REMOVE MISCELLANEOUS ITEM .. ........__.......STA: M5 RELOCATED PIRR PIPELINE .. _. ... M9 PIRR VALVE M10 PIRR BEND '(M-1 -1SAWCUT .RI :'2729.30.. - - INV IN: 2699 4 S 69 2(NW) ._ _. ... .. EXISTING ROUND.. I V OUT26995 . 24": -. ... - - 2730 2730 (PROPOSED)MH SSWR- 27._.. 2725 \ STA: 82+8-95 2725 INV 14: RIM: 271f.89 2700:07 24" SE .. INV 0 :-2699.97'24 (N) _ __ _ 2720 _- 2720 2715 2715 2710 2710 o i.i 0 ov M I I 2705 2705 740 LF 24 PVC ®0.20% (PROPOSED) I I 2700 ------ -__tr ----- - ----- 2700 9e 133 LF s 2695 2695 2690- 690 79+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+25 79+00 NOTES o )TE DESCRIPTION 4rVV� SEWERIUTILITY KEY NOTES J -U -B ENGINEERS, INC. S1 24" GRAVITY SEWER PIPE Z W d' - > o Cr O r'- E LU O O 6 °t O 111 �j cm � t` C7 U Z U N co �� N y oco 2 0 0) :3cl N N S L1 52 LZm co - o � T� a LL Co Co i0 m N S2 SPECIAL DROP DISCHARGE STRUCTURE (SEE SHEET C-502 lO FOR DETAILS) - S3 60" TYPE A SEWER MANHOLE S4 CONNECT TO EXISTING MANHOLE Ut EXPLORATORY EXCAVATION OPEN TRENCH RIDENBAUGH CANAL CROSSING (SHEET S-501 U2 AND DETAILS A2 & B2, SHEET C-501) U3 OPEN TRENCH CROSSING OF WATKINS DRAIN, REFER TO I� USACE PERMIT U4 NOT USED U5 IRRIGATION SIPHON CROSSING. REFER TO BOR/BPSC PERMIT. oE4s TeQf'yC/yam 6588 0 AyQ2�P N.KRtOWO'J� U6 36" STEEL CASING U7 42" STEEL CASING SURFACE REPAIR KEY NOTES Rt LANDSCAPING REPAIR TYPE 1 (DETAIL Bt, C-501) SEE NDSCAPING PLAN APINREPAIR IE PROJECTMANUAL AND DETAIL, Bt R2 LANDSCAPING TYPE 2 507 R3 MISC. SURFACE REPAIR - NATURAL GROUND R4 TYPE C-1 GRAVEL SURFACE REPAIR (DETAIL Bt, C-501) R5 ASPHALT DRIVEWAY REPAIR w ou wF o>m w�a Z'^"�� 0, 2 3 m G to w�oa c o a W Waa o ♦9 0 o w I 'd2 o�wpr G 'd o a ��oa o�w� � w � 3 3: z - d a m a ¢ ° MISCELLANEOUS KEYNOTES Mt REMOVE AND RESET MISCELLANEOUS ITEM M2 REMOVE AND REPLACE MISCELLANEOUS ITEM M3 REMOVE MISCELLANEOUS ITEM M4 ABANDON -IN-PLACE M5 RELOCATED PIRR PIPELINE M6 RETAIN AND PROTECT RETAINING_ WALL. SEE PROJECT MANUALLLgwWF3 FOR RECORD INFO. M7 REMOVE AND REPLACE SIDEWALK MS REFERENCE AND RESET LAND MONUMENT M9 PIRR VALVE M10 PIRR BEND '(M-1 -1SAWCUT NOTES: 1.1 LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES, CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. CALL DIG -LINE, 811, A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. 2, DEPTHS OF UTILITIES SHOWN IN THE PROFILE ARE NOT KNOWN AND ARE SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF TRENCHING OPERATIONS AS SPECIFIED IN L THE GENERAL NOTES. 3. ALL WORK SHALL BE CONFINED TO THE RIGHTS -OF -WAYS, PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY (CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION. 4. ALL MANHOLES SHALL BE TYPE "A" ECCENTRIC CONE AS REQUIRED BY THE CITY OF MERIDIAN UNLESS OTHERWISE NOTED. 5. STATIONING BASED ON CENTERLINE OF SEWER. 6.1 NO STOCKPILING OF MATERIAL SHALL BE PLACED ON WITHIN RD RIGHTS-OF-WAY WITHOUT ITD APPROVAL. 7.' ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND ;PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE iAPPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. LLJ C7 C/3 Z Q � = U n- z O Z¢ U m ItYLLZ� 1 -Lu 000 Lu0 Cc I_ W� <za. o 3;: O IW- ¢ 0 J C QO U) UU � Y Q QU J m SHEET NUMBER: FINISH GRADE -TYPICAL TRENCH DETAIL SCALE: NOT TO SCALE REMOVE AND RESET TOP 24" OF VEGETATED ... TOPSOIL // n.n. \S \C\S" :W:n: - A: W:'A': ": W:'A:'W:W-:-n-:W:, -n-: W- :'A': W: W: .:.A.:.A...A...: .A...A.:.A.:.A. _.A... ...A:'A -l-x:'n-:'A: A: - 'W:-A:W" W:A: $? I mN 8� 60 ua 8 A2 WATKINS DRAIN OPEN TRENCH CROSSING $ o SCALE:NOT TO SCALE ao COMPACTED TRENCH BACKFILL PER TYPICAL TRENCH DEHAL THIS SHEET. NO COMPACTION IN DISTURBED NON -TRENCH AREAS, AND PORTIONS SHOWN ON PLANS. PROPOSED TRUNK SEWER WITH STEEL CASING. SEE DETAIL Al, SHEET C-502. NOTES: 1. CENTERLINEGRA CCESS ROAD MAY VARY. OF SEE PLANS FOR LOCATION. 2. PROVIDE 2% CROWN 3. WIDTH=12' UNLESS OTHERWISE SPECIFIED. GRAVEL ACCESS ROAD KEY NOTES O NATURAL GROUND O2 PLACE 3" OF J" ROADMIX GRAVEL PLACE 8" OF 6" MINUS PfTRUN Q3 GRAVEL COMPACTED TO 95% DRY DENSITY ® PROPOSED PIPELINE / B1 TYPICAL GRAVEL ACCESS ROAD SCALE:NOT TO SCALE XIII STING GRAVEL MATCH GRADE z b GRAVEL URFACE REPA 5 5 VARIES 4 3 4 a a 0o'. 5,c;o. EXISTING ASPHALT 7IIo o ,Qo o g 2 EXISTIN PAVEMENT o 0 00 0 00 P 6 TYPE "P-2" ASPHALT -FULL TRENCH WIDTH SURFACE REPAIR (ACHD RIGHT-OF-WAY ONLY) EXISTING GROUND MATCH EXISTING GRADE �l NATURAL GROUND SURFACE REPAI 1. REFER TP-ISPWC SECTION -307 AND THE PROJECT MANUAX FOR MATERIALS AND WORKMANSHIP REO 1 EMENTS. 2. STREET CUTS WILL REQUIRE RESURFACING BY A PAVING MACHINE OR SPREADER BOX. 3. TACK ALL COLD JOINTS SURFACES WITH EMULSION WHICH HAS BEEN "BROKEN" PRIOR TO PATCHING. 4. CRUSHED AGGREGATE BASE SHALL BE PLACED USING A MOTOR GRADER. W W/2 W/2 GROUND EXISTING GRASS MATCH GRADE 11\ (ANDS PING SURFACE PASTURE SURFACE REPAIR REPAIR / I -SUBGRADE OR NATURAL GROUND //\•. 1 O EXISTING PAVEMENT REMOVAL O �\ //\\� 5 j\\/ O TEMPORARY SURFACE REPAIR FOR LOCAL TRAFFIC >/ 6 \ VERTICAL WALLS ALLOWED W/ j EXISTING SURFACE, TO BE REMOVED FOR FULL WIDTH STREET RESTORATION PROPER OSHA SHORING //\/ \/\ EXISTING BASE TRENCH BACKSLOPE PER O.S.H.A. OR SUITABLE SHORING IL Ld �\ TRENCH BACKFILL PER ISPWC SECTION 306 U) U Z_ © VERTICAL TRENCH WALLS SHORING PER O.S.H.A. ® PIPE BEDDING PER ISPWC SECTION 305 (SEE ISPWC 12" MIN U Lu \/� SD -302) N $9 FOUNDATION STABILIZATION, PER PROJECT MANUAL, IF REQ'D. ii \\/.. 10 UNDISTURBED SOIL (TYP.) 6„ g SURFACE REPAIR, SEE DETAIL THIS SHEET IX OUTSIDE DIA OF © UPPER COMPACTION ZONE NOTES: 10 LOWER COMPACTION ZONE PIPE PLUS 2'-0" 1. FOUNDATION STABILIZATION REQUIRED WHERE SOFT OR UNSTABLE FOUNDATION IS ENCOUNTERED. 2. TRENCH EXCAVATION PER ISPWC SECTION 301 3. PIPE BEDDING PER ISPWC SECTION 305 -TYPICAL TRENCH DETAIL SCALE: NOT TO SCALE REMOVE AND RESET TOP 24" OF VEGETATED ... TOPSOIL // n.n. \S \C\S" :W:n: - A: W:'A': ": W:'A:'W:W-:-n-:W:, -n-: W- :'A': W: W: .:.A.:.A...A...: .A...A.:.A.:.A. _.A... ...A:'A -l-x:'n-:'A: A: - 'W:-A:W" W:A: $? I mN 8� 60 ua 8 A2 WATKINS DRAIN OPEN TRENCH CROSSING $ o SCALE:NOT TO SCALE ao COMPACTED TRENCH BACKFILL PER TYPICAL TRENCH DEHAL THIS SHEET. NO COMPACTION IN DISTURBED NON -TRENCH AREAS, AND PORTIONS SHOWN ON PLANS. PROPOSED TRUNK SEWER WITH STEEL CASING. SEE DETAIL Al, SHEET C-502. NOTES: 1. CENTERLINEGRA CCESS ROAD MAY VARY. OF SEE PLANS FOR LOCATION. 2. PROVIDE 2% CROWN 3. WIDTH=12' UNLESS OTHERWISE SPECIFIED. GRAVEL ACCESS ROAD KEY NOTES O NATURAL GROUND O2 PLACE 3" OF J" ROADMIX GRAVEL PLACE 8" OF 6" MINUS PfTRUN Q3 GRAVEL COMPACTED TO 95% DRY DENSITY ® PROPOSED PIPELINE / B1 TYPICAL GRAVEL ACCESS ROAD SCALE:NOT TO SCALE XIII STING GRAVEL MATCH GRADE z b GRAVEL URFACE REPA 5 5 VARIES 4 3 4 a a 0o'. 5,c;o. EXISTING ASPHALT 7IIo o ,Qo o g 2 EXISTIN PAVEMENT o 0 00 0 00 P 6 TYPE "P-2" ASPHALT -FULL TRENCH WIDTH SURFACE REPAIR (ACHD RIGHT-OF-WAY ONLY) EXISTING GROUND MATCH EXISTING GRADE �l NATURAL GROUND SURFACE REPAI 1. REFER TP-ISPWC SECTION -307 AND THE PROJECT MANUAX FOR MATERIALS AND WORKMANSHIP REO 1 EMENTS. 2. STREET CUTS WILL REQUIRE RESURFACING BY A PAVING MACHINE OR SPREADER BOX. 3. TACK ALL COLD JOINTS SURFACES WITH EMULSION WHICH HAS BEEN "BROKEN" PRIOR TO PATCHING. 4. CRUSHED AGGREGATE BASE SHALL BE PLACED USING A MOTOR GRADER. W W/2 W/2 GROUND EXISTING GRASS MATCH GRADE 5 VARIES I4 3 4 MATCH EXISTING � 2% MIN Zo ..a o 4 s E "P-1" SIDEWALK SURFACE REPAIR 7SPHAL FULL TRENCH WIDTH URFACE REPAIR IRFACE REST ION KEY NOTES 0 8" OF j" NUS COMPACTED AGGREGATE BASE COURSE OR MATCH THE THICKNESS OF EXISTING G EL, WHICHEVER IS GREATER. O12" OF J" MIN COMPACTED AGGREGATE BASE COURSE OR MATCH THE THICKNESS OF EXISTING GRA L, Y(HICHEVER IS GREATER. O3 3" ASPHALT PAVEME OR MATCH EXISTING PAVEMENT, WHICHEVER IS GREATER ® SAWCUT ASPHALT IN NSP, RAIGHT LINE. 12" MININMUM CUTBAKIOR P ACHD REQUIREMENTS, WHICHEVER IS GREATER. SMALL O STRIPS (LESS THAN 12" IN WID OF EXISTING ASPHALT PAVEMENT SHALL NOT BE RETAINED. REMOVE AND INCORPO INTO PATCH. © COMPACTED TRENCH BACKFILL PERNGRAD NCH DETAIL THIS SHEET. NO COMPACTION IN DISTURBED NON-TRAND PORTIONS SHOWN ON PLANS. O7 COMPACT SUBGRADE T 95% MAX DASTM D-698. ®TOPSOIL TYPE S1, COAPACTED SMOTO MAINTAIN PREVAILING DRAINAGE/IRRIGATION CONTOURS. O9 REUSE STOCKPILED TYPE S2, S3, OR S4 NATIVE SOIL, COMPACTED SMOOTH. ® 10" TOP SOIL TYPE Stl 1Q NEW SOD TO MATCH EXISTING ©8" OF TYPE Al J" MINS AGGREGATE SURFACE COURSE, OR THIC ESS OF EXISTING GRAVEL, WHICHEVER S�GREATER. ©4" THICK CONCRETE, OR MATCH EXISTING, WHICHEVER IS GREATER. CONCRETE PER ISPWC 706. ® 4" OF J" MINUS AGGRIGATE BASE OR MATCH EXISTING, WHICHEVER IS GREATER. B2 SURFACE RESTORATION & STREET CUT DETAILS SCALE: NOT TO SCALE CJUB J -U -B ENGINEERS, INC. U Z j Q o a I co c) O n c�i W 3:N� mcc). _Z v a) aMo `O'n oao F5 m �p wN Z co U) a•• LLI aj u) a L N m N aWz� WWap ~NW 0 F- 0o4 33_o �L^ogtj. �lzwa" lz 0- o¢a=am �f ao o�wrcFw � 0 o Owa�� F- T LO w Q z Y F O F-) W -j W I< W 0 U) ` Q V U Qe J m ISHEET NUMBER: EXHIBIT DJ (ANDS PING SURFACE PASTURE SURFACE REPAIR REPAIR 5 VARIES I4 3 4 MATCH EXISTING � 2% MIN Zo ..a o 4 s E "P-1" SIDEWALK SURFACE REPAIR 7SPHAL FULL TRENCH WIDTH URFACE REPAIR IRFACE REST ION KEY NOTES 0 8" OF j" NUS COMPACTED AGGREGATE BASE COURSE OR MATCH THE THICKNESS OF EXISTING G EL, WHICHEVER IS GREATER. O12" OF J" MIN COMPACTED AGGREGATE BASE COURSE OR MATCH THE THICKNESS OF EXISTING GRA L, Y(HICHEVER IS GREATER. O3 3" ASPHALT PAVEME OR MATCH EXISTING PAVEMENT, WHICHEVER IS GREATER ® SAWCUT ASPHALT IN NSP, RAIGHT LINE. 12" MININMUM CUTBAKIOR P ACHD REQUIREMENTS, WHICHEVER IS GREATER. SMALL O STRIPS (LESS THAN 12" IN WID OF EXISTING ASPHALT PAVEMENT SHALL NOT BE RETAINED. REMOVE AND INCORPO INTO PATCH. © COMPACTED TRENCH BACKFILL PERNGRAD NCH DETAIL THIS SHEET. NO COMPACTION IN DISTURBED NON-TRAND PORTIONS SHOWN ON PLANS. O7 COMPACT SUBGRADE T 95% MAX DASTM D-698. ®TOPSOIL TYPE S1, COAPACTED SMOTO MAINTAIN PREVAILING DRAINAGE/IRRIGATION CONTOURS. O9 REUSE STOCKPILED TYPE S2, S3, OR S4 NATIVE SOIL, COMPACTED SMOOTH. ® 10" TOP SOIL TYPE Stl 1Q NEW SOD TO MATCH EXISTING ©8" OF TYPE Al J" MINS AGGREGATE SURFACE COURSE, OR THIC ESS OF EXISTING GRAVEL, WHICHEVER S�GREATER. ©4" THICK CONCRETE, OR MATCH EXISTING, WHICHEVER IS GREATER. CONCRETE PER ISPWC 706. ® 4" OF J" MINUS AGGRIGATE BASE OR MATCH EXISTING, WHICHEVER IS GREATER. B2 SURFACE RESTORATION & STREET CUT DETAILS SCALE: NOT TO SCALE CJUB J -U -B ENGINEERS, INC. U Z j Q o a I co c) O n c�i W 3:N� mcc). _Z v a) aMo `O'n oao F5 m �p wN Z co U) a•• LLI aj u) a L N m N aWz� WWap ~NW 0 F- 0o4 33_o �L^ogtj. �lzwa" lz 0- o¢a=am �f ao o�wrcFw � 0 o Owa�� F- T LO w Q z Y F O F-) W -j W I< W 0 U) ` Q V U Qe J m ISHEET NUMBER: EXHIBIT DJ END SEAL, WATER TIGHT END SEAL, WATER TIGHT 24" cs_ N CULTIVATE MAX 24" (TyP) MAX 8' MAX (TYP.) 24" 24" 8' MAX (TYP.) MAX MAX (TYP.)VER PE TYP. TYP. CZ., - N FE Z iz $ K MANUFAUIUKILK cn v O 8.0' TYP O 0) SME w 0O p (6of 0 W =NM cgci CASING SPACER (TYP.) 3/4" STAINLESS w¢ STEEL BANDS BELL SPIGOT JOINT W/ JOINT RESTRAINTS (TYP.) 24" OR 12" PVC TRUNK SEWER (CARRIER PIPE), SEE PLAN/PROFILE SHEETS 36" OR 24" O.D. 3/8"-/ THICK STEEL CASING, SEE 3/4" STAINLESS PLAN/PRORLE SHEETS STEEL BANDS (NOTE 1) NOTES .200 1. VERIFY CASING SIZE WITH 2 of N CASING SPACERS AND JOINT ��rffiz< w "- .0� RESTRAINTS. SUBMIT WITH Z mC)— o SHOP DRAWING REVIEWS. �1 STEEL CASING SLEEVE - TRUNK SEWER SCALE: NOT TO SCALE 12" TRUNK SEWER 24" TRUNK SEWER 36" STEEL 24" STEEL CASING PIPE CASING PIPE o V MIN 1" CLEAR MIN 1" CLEAR p.Q p _Q UPPER RUNNERS UPPER RUNNERS 12" PVC CARRIER PIPE-\ .n_� v .In" .a 24" PVC CARRIER PIPE /\ V. v. v L V v b v V. / V CASING SPACERS' 0 V.. C CASING SPACERS j is..\ LOW STRENGTH GROUT FILL '. V 0 MIN (2) RUNNERS a BELOW SPRINGUNE MIN (4) RUNNERS LOW STRENGTH BELOW SPRINGUNE GROUT FILL � � CARRIER PIPE/CASING PIPE CROSS SECTION `A SCALE: NOT TO SCALE NATURALOA VEL ACCESS GROUND PER DETAIL 81, SHEET C-501 B1 TYPICAL WASTE DRAIN CROSS SECTION SCALE: NOT TO SCALE / ER SION CONTROL BLANKET 3.0' 3.0' y y WATKINS DRAIN FLOW WASTE DRAIN CONNECTION TO WATKINS DRAIN B2 Lo W Q 2 a Y ZQ Z — W Q W H- W 0 U Q U U Y U m SHEET NUMBER: EXHIBIT El EDGE OF PERMANENT SEWER EASEMENT owz� �N J-U-8ENGINEERS, INC. CULTIVATE w FIELD (� Z (D It _ CZ., - N FE Z iz $ K Q O cn v O 8.0' TYP O 0) SME w 0O p (6of 0 W =NM cgci z w' aNa.6LL w¢ Z U M 10 .200 2 of N ��rffiz< w "- .0� I I Z mC)— o �ia5F3 LUT/) U)=LL m I COMPACT 0 m 1� NATIVE FILL ,� N Lo W Q 2 a Y ZQ Z — W Q W H- W 0 U Q U U Y U m SHEET NUMBER: EXHIBIT El owz� �N w CZ., - N FE Z iz $ K �owza� 9 w.30 z o w' aNa.6LL w¢ w�z�o u zQ�w�o 10 2 of ��rffiz< w "- .0� �ia5F3 Lo W Q 2 a Y ZQ Z — W Q W H- W 0 U Q U U Y U m SHEET NUMBER: EXHIBIT El