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HomeMy WebLinkAboutAda County Highway District Interagency Temporary License Agreement - Discovery Park Phase 2 DLA2021-0127 Discovery Park Phase 2 / SUBP21-0152 T 2N, R 1 E, Sec 05 (space reserved for recording) INTERAGENCY TEMPORARY LICENSE AGREEMENT THIS INTERAGENCY TEMPORARY LICENSE AGREEMENT (the "Agreement') is made and entered into this 6th day of September , 20 2Z by and between City of Meridian, a municipal corporation ("Licensee") and the ADA COUNTY HIGHWAY DISTRICT, a body politic and corporate of the state of Idaho, ("ACHD"). WITNESSETH : For good and valuable consideration, the receipt and sufficiency of which is acknowledged by the parties: SECTION 1. RECITALS. 1.1 City of Meridian ("Licensee") is a municipal corporation organized and existing under the laws of the State of Idaho. 1.2 ACHD owns and has exclusive jurisdiction over the public right-of-way located in Ada County, Idaho, municipally described as S. Recreation Avenue and E. Lake Hazel Road, Meridian, more particularly described and/or depicted on Exhibit "A" attached hereto (the "Right- of-Way"). 1.3 Idaho Code § 67-2332 expressly authorizes the Licensee and ACHD to enter into agreements to perform any governmental service activity or undertaking that is authorized by law and within the power, privilege or authority of said agencies. 1.3 Licensee desires a license to use the Right-of-Way for the limited purposes hereinafter set forth, and, for the consideration and on the terms and conditions hereinafter set forth, ACHD is willing to extend such license to Licensee. SECTION 2. LICENSE; LICENSE NOT EXCLUSIVE. 2.1 On the terms and conditions hereinafter set forth, ACHD hereby extends to Licensee a license on, over, across and under the Right-of-Way for the following uses and purposes ("Authorized Use") and no others: Licensee is to construct, install and maintain features consisting of trees, grass, perennials, and landscape irrigation system per Exhibit B and the ACHD approved civil drawings located within ACHD right-of-way and easements along S. Recreation Avenue and E. Lake Hazel Road. In general, coniferous trees are prohibited within the right-of- way. If allowed, the tree or shrub must be less than 3' in height at maturity. Final grading of landscaped areas shall slope away from right-of-way "hardscape" TEMPORARY LICENSE AGREEMENT- Page 1 (3/29/06) improvements including the edge of pavement, curbing and sidewalks. In general, licensee to install landscaping and sprinklers in a manner to eliminate irrigation flows and/or ponding of irrigation water within the ACHD Right of Way. Licensee shall observe the 40-foot sight triangle and will not plant any shrubs or trees within the area or over any utility lines. All trees in the public right-of-way shall be maintained by Licensee for clearance of 14 feet over all roadways as measured at the gutter plate, and 8 feet over all sidewalks. Licensee to contact Digline Inc., prior to start of construction. Licensee to contact Construction Services at 387-6280 to verify if a construction permit is required. 2.2 This Agreement does not extend to Licensee the right to use the Right-of-Way to the exclusion of ACHD for any use within its jurisdiction, authority and discretion or of others to the extent authorized by law to use public right-of-way. If the Right-of-Way has been opened as a public Highway (as used in the Agreement the term "Highway" is as defined in Idaho Code § 40-109(5)) Licensee's Authorized Use is subject to the rights of the public to use the Right-of- Way for Highway purposes. Licensee's Authorized Use is also subject to the rights of holders of easements of record or obvious on inspection of the Right-of-Way and statutory rights of utilities to use the public right-of-way. This Agreement it is not intended to, and shall not, preclude or impede the ability of ACHD to enter into other similar agreements in the future allowing third parties to also use its public rights-of-way, or the ability of ACHD to redesign, reconstruct, relocate, maintain and improve its public rights-of-way and Highways as authorized by law and as it determines, in its sole discretion, is appropriate. SECTION 3. CONSTRUCTION, OR INSTALLATION OF IMPROVEMENTS. Any repairs or maintenance, of the Licensee's improvements currently located in the Right-of-Way or the installation or construction of improvements by Licensee in the Right-of-Way as permitted by the Authorized Use, (the "Improvements"), shall be accomplished in accordance with designs, plans and specifications approved in advance and in writing by ACHD as required to satisfy applicable laws, its policies and good engineering practices. In approving such plans and specifications, ACHD assumes no responsibility for any deficiencies or inadequacies in the design or construction of the Improvements, and the responsibility therefor shall be and remain in Licensee. SECTION 4. WAIVER AND ESTOPPEL STATEMENT BY LICENSEE. Licensee acknowledges and agrees that the license granted herein is temporary, and merely a permissive use of the Right-of-Way pursuant to this Agreement. Licensee further acknowledges and agrees that it specifically assumes the risk that the license pursuant to this Agreement may be terminated before Licensee has realized the economic benefit of the cost of installing, constructing, repairing, or maintaining the Improvements, and Licensee hereby waives and estoppels itself from asserting any claim that the license is in any way irrevocable because Licensee has expended funds on the Improvements and the Agreement has not been in effect for a period sufficient for Licensee to realize the economic benefit from such expenditures. SECTION 5. TERM. 5.1 The term of this Agreement will commence on the day of 20 , and will continue until terminated by either party, with or without cause, which termination shall be effective following THIRTY (30) DAYS advance written notice of termination given to the other party. Upon expiration of the THIRTY DAYS, ACHD shall record a Revocation of License Agreement in the Official Real Property Records of Ada County, Idaho. TEMPORARY LICENSE AGREEMENT- Page 2 (3/29/06) 5.2 If Licensee defaults in the performance of any obligations incumbent upon it to perform hereunder ACHD may terminate this Agreement and the rights extended to Licensee hereunder at any time, effective at the end of thirty (30) days following the date ACHD shall provide written notice of termination to Licensee, which notice shall specify such default(s). Licensee shall have such thirty (30) day period to correct and cure the specified defaults, and if so corrected and cured, to the satisfaction of ACHD, this Agreement shall not be terminated but shall continue in full force and effect. SECTION 6. FEE. There is no annual fee for the Licensee's Authorized Use of the Right-of- Way under this Agreement. SECTION 7. MAINTENANCE: FAILURE TO MAINTAIN; RELOCATION OF UTILITIES. 7.1 At its sole cost and expense, Licensee shall maintain the Improvements in good condition and repair and as required to satisfy applicable laws, the policies of ACHD and sound engineering practices. Licensee shall have access over, across and under the Right-of-Way for the purposes of accomplishing such repair and maintenance. 7.2 If the Highway on and/or adjacent to the Right-of-Way is damaged as a result of: (i) the performance by Licensee of the maintenance required by section 7, or the failure or neglect to perform such maintenance; and/or (ii) Licensee's design, installation or use of the Improvements, regardless of cause; at its sole cost and expense Licensee shall forthwith correct such deficiency and restore the Highway and the surface of the Right-of-Way to the same condition it was in prior thereto, and if Licensee shall fail or neglect to commence such correction and restoration within twenty-four (24) hours of notification thereof, ACHD may proceed to do so, in which event Licensee agrees to reimburse ACHD for the costs and expenses thereof, including, without limitation, reasonable compensation for the use of staff and equipment of ACHD. 7.3 Notwithstanding the provisions of section 7.2, should an emergency exist related to the Licensee's use of this license which threatens the stability or function of the Highway on or adjacent to the Right-of-Way or the safety of the public use thereof, ACHD shall have the right to immediately perform, on behalf of, and at the cost of Licensee necessary emergency repairs. 7.4 Licensee will be responsible for the relocation of any existing utilities located on the Right-of-Way as may be required in connection with any construction or installation of Improvements by Licensee in the Right-of-Way. SECTION 8. RELOCATION OF IMPROVEMENTS. If during the term of this Agreement ACHD requires, in its sole discretion, at any time, and from time to time, that the Highway on and/or adjacent to the Right-of-Way be widened and/or realigned, redesigned, improved and/or reconstructed, Licensee hereby accepts responsibility for all costs for relocating, modifying or otherwise adapting the Improvements to such realignment and/or relocation and/or reconstruction if required by ACHD, which shall be accomplished by Licensee according to designs, plans and specifications approved in advance by ACHD in writing; provided ACHD gives Licensee adequate written notice as necessary to allow Licensee to redesign, relocate, modify or adapt the Improvements to the realignment and/or relocation and/or reconstruction of INTERAGENCY TEMPORARY LICENSE AGREEMENT- Page 3 (3/29/06) the Highway and also licenses Licensee such additional area of its right-of-way, if any, as may be necessary for the proper operation of the Improvements. SECTION 9. PERMIT. If the proposed construction and installation of the Improvements, or any reconstruction, relocation or maintenance thereof requires Licensee to obtain a permit under ACHD policies, Licensee shall first obtain such permit from ACHD (Construction Services Division) before commencing such work and pay the required fees and otherwise comply with the conditions set forth therein. SECTION 10. NO TITLE IN LICENSEE. Except as expressly provided herein, the terms and conditions of this Agreement shall not create any type of property right, title or interest in Licensee in or to the Right-of-Way other than the right to temporarily use the same pursuant to the terms of this Agreement. SECTION 11. NO COSTS TO ACHD. Any and all costs and expenses associated with Licensee's Authorized Use of the Right-of-Way, or any construction or installation of Improvements thereon, or the repair and maintenance thereof, or the relocation of Improvements or utilities thereon, or the restoration thereof at the termination of this Agreement, shall be at the sole cost and expense of Licensee. SECTION 12. TAXES AND ASSESSMENTS. Licensee agrees to pay all special assessments and personal property taxes that may be levied and assessed on the Improvements during the term of this Agreement. SECTION 13. RESTORATION ON TERMINATION. Upon termination of this Agreement, Licensee will promptly remove all Improvements and restore the Right-of-Way to at least its present condition, less ordinary wear and tear. Should Licensee fail or neglect to promptly remove the Improvements and restore the Right-of-Way, ACHD may do so, and assess Licensee for the costs thereof. Provided, ACHD and Licensee may agree in writing that some or all of such Improvements are to remain on the Right-of-Way following termination, and by entering into such an agreement Licensee thereby disclaims all right, title and interest in and to the same, and hereby grants such Improvements to ACHD, at no cost. Further provided, if the Authorized Use of the Right-of-Way under this Agreement is for landscaping in ACHD right-of- way and the irrigation and maintenance thereof, and the general purpose government with jurisdiction has adopted ordinances, rules and regulations governing the landscaping and maintenance of such right-of-way by owners of the adjacent property, to the extent such owners are obligated to maintain and irrigate the landscaping Licensee need not remove the same from the Right-of-Way. SECTION 14. INDEMNIFICATION. To the extent permitted by law, Licensee covenants and agrees to indemnify and hold ACHD harmless from and against any and all claims or actions for loss, injury, death, damages, mechanics and other liens, arising out of the failure or neglect of Licensee, Licensee's employees, contractors and agents, to properly and reasonably make Authorized Use of the Right-of-Way or properly construct, install, plant, repair or maintain the Improvements thereon, or that otherwise result from the use and occupation of the Right-of-Way by Licensee, and including any attorney fees and costs that may be incurred by ACHD in defense of such claims or actions indemnified against by Licensee hereunder. For claims or actions arising out of failures or neglects occurring during the term of this Agreement Licensee's obligations pursuant to this section shall survive the termination of this Agreement. SECTION 15. COMPLIANCE WITH LAW; WASTE AND NUISANCES PROHIBITED. In connection with Licensee's use of the Right-of-Way, throughout the term of this Agreement INTERAGENCY TEMPORARY LICENSE AGREEMENT- Page 4 (3/29/06) Licensee covenants and agrees to: (i) comply and observe in all respects any and all, federal, state and local statutes, ordinances, policies, rules and regulations, including, without limitation, those relating to traffic and pedestrian safety, the Clean Water Act and/or to the presence, use, generation, release, discharge, storage or disposal in, on or under the Right-of-way of any Hazardous Materials (defined as any substance or material defined or designated as hazardous or toxic waste, material or substance, or other similar term, by any federal, state or local environmental statute, regulation or occurrence presently in effect or that may be promulgated in the future); (ii) obtain any and all permits and approvals required by ACHD or any other unit of government; and (iii) commit no waste or allow any nuisance on the Right-of-Way. To the extent permitted by law, Licensee covenants and agrees to indemnify and hold ACHD harmless from and against any and all claims, demands, damages, liens, liabilities and expenses (including without limitation, reasonable attorneys' fees), arising directly or indirectly from or in any way connected with the breach of the foregoing covenant. These covenants shall survive the termination of this Agreement. SECTION 16. ASSIGNMENT. Licensee, upon the prior written consent of ACHD, may sell, assign or otherwise transfer this Agreement. Upon execution of the Assignment, the assignee assumes all obligations, warranties, covenants and agreements of Licensee herein contained. SECTION 17. ATTORNEYS' FEES. In any suit, action or appeal therefrom to enforce or interpret this Agreement, the prevailing party shall be entitled to recover its costs incurred therein, including reasonable attorneys' fees. SECTION 18. NOTICE. Any notice under this Agreement shall be in writing and be delivered in person, or by United States Mails, postage prepaid, or by public or private 24-hour overnight courier service (so long as such service provides written confirmation of delivery), or by facsimile verified by electronic confirmation. All notices shall be addressed to the party at the address set forth below or at such other addresses as the parties may from time to time direct in writing by notice given the other. Any notice shall be deemed to have been given on (a) actual delivery or refusal, (b) three (3) days following the day of deposit in the United States Mails, (c) the day of delivery to the overnight courier, or (d) the day facsimile delivery is electronically confirmed. If to ACHD: Ada County Highway District 3775 E. Adams St. Garden City, Idaho 83714 Attn: Right of Way Division If to Licensee: City of Meridian 33 E. Broadway Ave., Meridian, Idaho 83642 SECTION 19. SUCCESSORS AND ASSIGNS. This Agreement, the license herein extended, and the covenants and agreements herein contained shall inure to the benefit of and be binding upon the parties hereto and their successors and, if consented to by ACHD under section 16, Licensee's assigns. SECTION 20. EXHIBITS. All exhibits attached hereto and the recitals contained herein are incorporated herein as if set forth in full herein. INTERAGENCY TEMPORARY LICENSE AGREEMENT- Page 5 (3/29/06) SECTION 21. RECORDATION. This Agreement shall be recorded by ACHD upon execution in the Official Real Property Records of Ada County, Idaho. SECTION 22. Warranty of Authority to Execute. 22.1 The person executing this Agreement on behalf of ACHD represents and warrants due authorization to do so on behalf of ACHD, and that upon execution of this Agreement on behalf of ACHD, the same is binding upon, and shall inure to the benefit of, ACHD. 22.2 If Licensee is not a natural person, the person executing the Agreement on behalf of Licensee represents and warrants due authorization to do so on behalf of Licensee, and that upon execution of this Agreement on behalf of Licensee, the same is binding upon, and shall inure to the benefit, of Licensee. IN WITNESS WHEREOF, the undersigned have caused this Agreement to be executed the day, month and year first set forth above. [Space left intentionally blank] INTERAGENCY TEMPORARY LICENSE AGREEMENT - Page 6 (3/29/06) LICENSEE: City of Meridian Robert E. Simison, Mayor 9-6-2022 Attest by Chris Johnson, City Clerk 9-6-2022 STATE OF IDAHO ) ) ss. County of Ada ) This record was acknowledged before me on September 6, 2022 [date] by Robert E. Simison and Chris Johnson on behalf of the city of Meridian, in their capacities as Mayor and City Clerk, respectively. Signature of notary public Notary for Idaho Residing in Meridian, ID My commission expires: 3-28-2028 INTERAGENCY TEMPORARY LICENSE AGREEMENT- Page 7 (3/29/06) ADA COUNTY HIGHWAY DISTRICT Mary May, President Attest by Bruce S. Wong, Director STATE OF IDAHO ) ) ss. County of Ada ) This record was acknowledged before me on 20 by Mary May and Bruce S. Wong on behalf of the Ada County Highway District, in their capacities as Commission President and Director, respectively. Signature of notary public My commission expires: EXHIBITS Exhibit A- Description of Licensee's property Exhibit B- Depiction of ACHD Right-of-Way Exhibit C- Authorized Use of Right-of-Way INTERAGENCY TEMPORARY LICENSE AGREEMENT- Page 8 (3/29/06) ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 2 801SE IDAHO 05115109 04;20 PM DEPUTY VicM Allen II ' Pion I i' V o PoCORDED-REQUEST OF t�l 109056418 IIIIII I I III G 0 1 N G d E Y / N 0 8151 W.Rifleman Ave./Boise Idaho 83704/(208)377-2700 303702 WARRANTY DEED Gregory For Value Received aw B.Johnson and Heidi M.Johnson,Husband and Wife hereinafter referred to as Grantor,does hereby grant,bargain,sell,warrant and convey unto City of Meridian,an Idaho Municipal Corporation hereinafter referred to as Grantee,whose current address is 33 E.Broadway Ave,Meridian,ld 83642 the following described premises,to-wit: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF. Together with all appurtenant water rights;including surface water from New York Irrigation District for irrigation of approximately 77 acres and a portion of water right 63-11703 consisting of 0.78 cfs and 337.5 afa for irrigation of 75 acres To HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee(s), and Grantees(s)heirs and assigns forever. And the said Grantor(s)does(do)hereby covenant to and with the said Grantee(s), the Grantor(s)is/are the owner(s)in fee simple of said premises;that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to U.S. Patent reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and current years taxes, levies, and assessments, includes irrigation and utility assessments,(if any)which are not yet due and payable,and that Grantor(s)will warrant and defend the same from all lawful claims whatsoever. Dated: May 11,2009 gory . ohnson Heidi M.Johnson STATE OF Idaho, County of Ada,ss. On this A day of May,in the year of 2009,before me the undersigned,notary public personally appeared Gregory B.Johnson and Heidi M.Johnson known or identified to me to be the person/persons whose name is/are subscribed to the within instrument,and acknowledged to me that he/she/they executed the same. o°°°°®aLy e.J MEA°BOB1 a0®o°cl�``CJ�peoevoaoe+�,�f omaeoo - V e 0 go m `yOTAR�°oA o° 0 8 ©o© o m Susan J.Merrit v,moo f't/B LIG 0e° me Notary Public of Idaho 000000000 O,ate' Residing at Caldwell 4 hf34 �lid-;SSION EXPIRES 05-05-2011 EXHIBIT A PARCEL 2410: A portion of the East half of the Northwest quarter of Section 5, Township 2 North,Range 1 East, Boise Meridian,Ada County,Idaho more particularly described as follows: Commencing at the North quarter corner of said Section 5 from which the West 1/16 corner of said Section 5 bears North 89°58'22"West, 1331.92 feet; Thence along the North-South centerline of said Section 5,South 00°01'18"West,500.00 feet to the REAL POINT OF BEGINNING; Thence continuing along said North-South centerline South 00'01'18"West,2174.91 feet to the CIA corner of said Section 5; Thence along the East-West centerline of said Section 5 North 89°52'48"West, 1329.59 feet to the C-W1/16 corner of said Section 5; Thence along the West boundary line of the East half of the Northwest quarter of said Section 5 North 00°01'41"West,2672.76 feet to the West 1/16 corner of said Section 5; Thence along the North boundary line of said Section 5 South 89°58'22"East, 983.43 feet; Thence leaving said North boundary line South 00'02'18"West,500.00 feet; Thence South 89°58'22"East,348.63 feet to the REAL POINT OF BEGINNING. r gvAL I X 3 0 X I 0 X I A w D A W D A y D O AE n ap z 0 D 0 Inn TI 1.50' 1.50' c�X 7.50' v—> A-d a A�D O O / �r O m0 O \� l O m0 o C? 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ROW o r D � z D � x z 0 rn v+ w N 7- Z 0 --1 G) � --ID -0cnD 0MD (nv --1 ;a -4N -0D O „ 2 I 2cn 1 > r < ZO mm2 m2 � � r ' 11 c � 0cn � m = cDi � N cnc0 03D cX � vy rn p�oD nm � � r G) CalI zaC) zZ � m � D � � Cn v 2 v � � IG) ooZD �o � = OzD2 n � zDy CAD ohm o0 � 1Cnv0 DD � z < Cn 0 Ocpo -0 --11 r -nj01 mom „ may � �;, � cnr" m (n -a oco r^ mm = z A < cn Svr^ zCn > m m = ym v � Avm Ica v � D m � v � mmD m � z � (n Wz 0C)> c = y0Da03 Nxy 0D � < � x vr � z m m m I r-O � T mw m 2m � � moDo m 0 O r- > Z O z D m X m r y � m0 o � o cn rnv m _ mc � vDDZ O = (n� m D > zn n m� Orzcnv 0 < (n 7D D O 22 v m m z � C _ _ � m D 0 0 1 W p C) D D D_ m mv > � CD cnm� C,O G) zv -0 � ia -0 ;az z 0 0 00 v m -< Nn mm _< Gmi m < � r � G7 m I cci� �0 Oz � > s nm > ;d � - � m -0 133 v n cn m = _ n m m cn X SHEET TITLE: Cloverdale OWNER: S roR r�►N - APPROVED FOR �J IDAHO ROADWAY - TYPICAL SECTIONSBoise, Plans Are Accepted For Public p'Q�,r�, Street Construction CONSTRUCTION t.208.846.8955 �O C) J7 CITY OF MERIDIAN -H These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications.This review does not relieve the cn v PROJECT MANAGER: : :. • y / By stamping and signing the improvement plans, the Registered owner, engineer, or contractor of the responsibility to design and/or x y DU NO. REVISION DATE S I77 O D Engineer ensures the District that the plans conform to all District IT! � W 9 4 � 9 P construct these facilities m compliance with all current applicable federal, policies and standards. Variances or waivers must be s ecifical- m m z �' ' O N y _^ P P state and local laws, rules, regulations, ordinances,development ■ C • • — • • rn T w r— Y ly and previously approved by the District in writing. Acceptance Agreements, specifications,orders or approvals, all of which the City z 3 �, rn PROJECT TITLE: N s c of the improvement plans b the District does not relieve the retains the right to enforce. Inconsistencies not noted b City staff shall S � PREPARED BY: � � P P v g y y Registered Engineer of these responsibilities. not be construed as approved unless specifically addressed v K m ERICKSON CIVIL,INC. O9' -♦ O� ' A N A PH:(208)846-8955 erickson `f'o,1,�� W �� DISCOVERY PARK PHASE 2 ' Z in writing by the City.Any proposed revision er these pans must be ■ � O ,! \ ORIGINAL SIGNED PLAN SET ON FILE AT ERICKSON CIVIL,INC. submitted for review and compliance with the Meridian City Standards and FAX:(208)846-8956 7j\v Q Z Specifications before said revision is constructed. Oy civil MERIDIAN, ID 171 ORIGINAL SIGNED PLAN SET ON FILE AT ERICKSON CIVIL,INC. DRAWN BY: RKE COPYRIGHT - ERICKSON CIVIL, INC. - ALL RIGHTS RESERVED. REPRODUCTION OR TRANSLATION OF ANY PART OF THIS BY DATE: WORK WITHOUT WRITTEN PERMISSION OF ERICKSON CIVIL, INC. IS UNLAWFUL AND SUBJECT TO CRIMINAL PROSECUTION. ADA COUNTY HIGHWAY DISTRICT Name Date - wZ y 00 Z LLI " =aU2 0 Y > � aiT = - - U 3 , - v a N Ip�// ■ a Z N = _ -s ap �30 Keyed Notes 1 �oo0 �33g- Z tiW 3 ■ - - a o v U c Z ■ _ 5 ■ 1. 6"VERTICAL CURB AND GUTTER (TBC) PER ACHDo _ v U .■ SUPPLEMENTAL STANDARD DRAWING SD-701 2. CATCH SLOPE LIMIT. BRIGHTON DE ELOPMENT, INC. ■ 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD o o ° o ■ DRAWING SD-709. Z \\\ S1405120902 10+47.67,23.00'L 0 4. ASPHALT PAVEMENT(COLLECTOR ROADWAY) -SEE SHEET r, =' = Z \ LIP:2747.83 ■ C.RD.O. FL:2745.80 10+35.64,23.00'L ■ 3 s LIP:2747.88 ■ 5. NOT USED. a s E- FL:2746.07 6 FL:2745.91 ■ Q Q Y \\\ \\ O \\ \ • .....................g.. 6. CONSTRUCT DITCH -(SEE C.RD.0). LL ........... .................................. _ W _ _ ...... .... .......... - L _ - -------\\� ----- ----------\�----------------- ....................Z�.Q........................................... ......tti „w.�yt�' t-- _ so/ °' 7. D - - - ----------- _ _ DGE FL:2747.86 ��----------------------------------FL:274 . 6 \ - - 6 666 ---�-- -- ■ M STANDARDS BARRICADES SHALL HAVE THICKENED E c ....................... _ - - SOB..-...-..-.,..�..,---- ---- - o._.o rrcR�-0. ...........TOB.................._................... _...........fi0 ...a_o.s%' O o�O/ � m Q E� °'o�d O o ALUMINUM W/6"WIDE RETRO-REFLECTIVE RED/WHITE a-c _..........:...T�.• a................2748........................................................... 2748......... > c w z- ¢ ..........................................TpB................... •T0B o T0� ...........................TOB.................................. ..... -0.5k .� -�- """' """" DIAGONAL DECALS. PAINTED SIGNS ARE NOT ALLOWED. , o Z T.QR....................... -...................................................... :.-.................................. - - - - d - -` a ....... _ ......» ::::::: .:::::::: ::::::.... .......... .................................. �.o ::...:::Te .:• BARRICADE MUST HAVE A KICK PLATE AT THE BOTTOM TO m a� - . o ...... -....... - -0.5 �rao�.. ................�. ........................................................................... : � �- L a> ........................._%........................................... .............................................................. _ 4 i W TaB­ PROVIDE CANE DETECTION. Q N o N o ° 6+44.92,10.50'L TOR...................................................o - � 10 rn - - o LIP:2749.50 N """'"""" _ - - o Mz - z 8 GUTTER PER ACHD SUPPLEMENTAL - "' _ •••••2749 9+47 21,16 00'L c +15 44,16 00'L 1 $ CONCRETE VALLEY E ¢ M l M - _ ....-............................................... 2W 0 1 LIP:2747.90 N h; - Z T - 12W ......... .......... LIP:2748.17 r � ■ DRAWING SD-708. d N = o a S. RECREATION AVE. _ N:84973.0545� m w a T O� m _ 10+00 0 8+22. L 9. TYPE-III SIDEWALK TERMINUS BARRICADE PER ACHD N:85275.2227 z i. MZ MZ --- MZ MZ l 4 _ M2 i. �nz. •_ - MZ N - y 29 51. _+00 - E:462190.3787 , SO°01'.461' W r d01 dog _ o----� SO 01'18.00"W-- ____ LIP:2748.79 1'�E _- - _-- _ _ 125.461' �y V STANDARDS. ROADWAYS. EMPIROVEMEN ION AVE.MPROVEMENTS LECTOR 9 w ---2749-_-2749===-- o ---- S 9 __ 9+47.21 __ ---- __ �~jJ -do, dol E:462184.9929 1 7+00 3 _ - _ - ROAD TERMINUS TO W. LAKE HAZEL 6+44 92 CR -- --722.088'---- --- - ----- --_-� - -- o- ROADWAY CENTERLINE(CL) CL:2748.50 o ■ W M N:85098.0551 --- ............................. RD.TO BE COMPLETED BY OTHERS CL:2749.71' S8 S8 -__ss4�-- � Sg Sg Sg S8 S8 S8 Sg g s�=2748---Sg= ----o 00 g QUARTER SECTION LINE g .�g _ Notes ' UNDER ACHD CDA _ 4 o E:462184.9259 4 / cm - vT44.92,16.50'R I 1 ---2149-- co ..•••....21419 8+22.093 8+22.09,16.50'R 1 / 9+47.21,22.00'R tO 2148" 1 ■ W LIP:2749.38 CL:2749.00 LIP:2748.67 �/ LIP:2748.06 ■ W 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A -s to MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. --- INE - ----- ---_ -_______ -------------_ _ 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED CONTACT DIGL o ' 0 2747 ---- M WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 48-HOURS 00 Co-- - 2747--i !kEl RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH BEFORE DIGGING °aSTRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS 1-800-342-1585 �E•, q v ° 4 v v` \° ea "° ° o a ° f� n a° _ °� � � o 3 � ■ DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS ?��"" _ ° °' b r2747-- FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND ° ° a ° ° ° - a ........................-::.., a ° °--- ..................................2749................................: ��i oa".......................................................................................�.. ......................e............................................................. ......................... 4q o o ..............o..................... ....................................o..■ PR VIDE A PY F THE MPA TI N TE T REP RT . ............................2749...........................................................l.N 27 - N 2748 L....................................................................lin N 2748........................................EP - =- - `" 3 ION FOR UTILITY WORK - • - • - - - -� - -_- 2747...............:......_..:......_..:......_........_..:.......... PROVIDE TYPE-P SURFACE RESTORATION _ ---- _ dp1 ....................2747 ........................:. ............;...... ..........._......................................................................................................................................................................................................... -_ WITHIN ASPHALT PAVEMENT AREAS III III I 2 2 "'�'2746 ■ 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS N ACHD SLOPE EASEMENT `- _____ ,��p6�/ �T� ACHD SLOPE EASEMENT 2 ■ REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL w III III - 1 2 do ■ EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING Q Q III FIRE STATION II DPARI(-�� - o� ����/ �-- ------- ®- ----------------®-------- 1 PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND 0 a p II III I y d°' ,, ' <;,,2146 _ do/ ® ® ®® ; DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN Y - UNINTERRUPTED THROUGHOUT THE DURATION OF W Z III III ■ CONSTRUCTION. CD ■ �� ■ O w Lu > O U v S. RECREATION AVE. (STA 6+44.92 TO 10+55) J z 0 U LU w 0 20 40 z 0 U O FEET d �SS�ONAL ENG� \STE Fo OFF 3 � 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+55 11-23-21 yT oP 2756 2756 'poss OF R\c�go� • . . (0 (. .. :. .. .. .. .. . N . • . . . as cc i •ci CID ' u aco N N • 2752 en � 2752 FUTURE ROADWAY APPROXIMATE EXISTIHNG CENTERLINE PROFILE LU :n BY OTHERS BEGIN ROADWAY IMPROVEMENTS GRADE AT ROADWAY C/L a 10 UU K o air FINISHED GRADE AT ROADWAY C/L <z + Z U O O F F -0.40% zw _ O oo o Z. 2748 _ 2748 N H �z o APPROXIMATE EXISTING GRADE 27'LT - w� w w_ � w> APPROXIMATE EXISTING GRADE 42'RT + �z �o U'Y �U a 10 aLL Ci O Z� U d OW 2744 2744 ; N Y k U¢ w3 a �0 c�3 z o0 rlzj 3O a W U W WZ (0 2740 2740 a m z4CO of o o�� ,= H W Y N v In V, U j� Z O W W d U- Of Of d d o JOB NUMBER: 111311319075 DATE: 09/29/21 S. RECREATION AVE. (STA 6+44.9 TO 1 +55) 0 SHEET NUMBER: w oc J 2736 2736 C.RD.1 6+00 7+00 8+00 9+00 10+00 10+55 wZ y 00 ILL P: Is Z V.I 2 0 ` Y 3 _ - v O ��//�� LL cn ■ o-o0 as-L3 Q a � _ LLo _ ZKeyed Notes O NNW� aoa 5 j 1. 6"VERTICAL CURB AND GUTTER(TBC) PER ACHD ■ SUPPLEMENTAL STANDARD DRAWING SD-701. � W _ o=5� -MA: ooz ■ FL:2745.53 2. CATCH SLOPE LIMIT. r�s a_ti z GRVL:2747.74 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD _ 9 o ° GRVL:2747.53 - E E ■ 11+09.69,23.00'L DRAWING SD-709. IIIJJJ ¢ '- Z ■ 10 LIP:2747.59 BRIGH ON DEVELOPMENT, INC. 4. ASPHALT PAVEMENT (COLLECTOR ROADWAY) -SEE SHEET yoga 10 12.63' FL-MA:2746.69 2 � C.RD.O. , ■ FL:i745.n -6 FL:2745.80 5. SEE STORM DRAIN ON "SD" SHEETS. ■ o � 7 \\\ q / d _ 6% . CONSTRUCT DITCH -(SEE SHEET C.RD.0). c _2 o 1:3 0 8 w ■ a 7 I 13 7 FL:2745.86 �� L � E'" � N • ••:. '••••.. �`� 7 SEE GI SHEETS FOR GRAVITY IRRIGATION REQUIREMENTS I .s% o o \ \ .... ........... ..................... 8. SIDEWALK PER ACHD - - - ........................ . -......c3g..-..-..---------------------- __ i ••... .�.o%........... ........................... _µme.... ------- �� � CONCRETE DRIVEWAY WITH DETACHED SIDEWA SUPPLEMENTAL STANDARD DRAWING SD-710C. - o FL:2745.26 _.._ .......................... FL 2746.28-------- _ T TOB......................................................._ T.Q o -- _0.3%=..-........- _ r --_-_- 9. - - .... . . IRRIGATION BOX ACCESS -6"THICKNESS CONCRETE SIDEWALK_ ...... ..............o �N 12 15.53' o - - �� me"""" - _ -------- __ FL 274682 EMENTAL STANDARD DRAWING SD 709 WITHIN - - �_... _ _ ........................... 01 ACHD SUPPL � L a o - 0.3/ -- w ...... ... •.........,...-.............8 ...................................... 801 - .... _ � PER ,� o -... ............ ° --- - o �............................ �e�..................�............... ................ ■ I I FL:2745.55 I z l = , _ 11+35.11,16.00'L - c4 �} 80i W� ---- - a01.................................. 10+72.67,16.00'L 11 - 10. RETAIN & PROTECT EXISTING DITCH. - �, o LIP: -MZl -r_ - '- -__ .... _- 6 ■ m N LIP:2747.67 I o - - e o.aq Z � o `o °' E� f� cy - - ».:.„..r .„.........IQf3.................. ................................... ... ..T.Q - 11+29.67,16.00'L 1 MZ l Mz l - - _�- - _______ ______- 11. GUTTER PER ACHD SUPPLEMENTAL d m w o o 4 11+00�- ■.....o Mai ... o o - - D............................. DRAW NG SD 708. LIP:2747.45 12+64.64,10.50'L - w:.TOB..,,- .. ., dory Co _ ....0.4%.............................. - (� SO 01'18.00"W , SO°01'18.00"W 12+00 ...................... . - - ■ 62.444' - WAY TERMINUS BARRICADE PER ACHD -�-- _-S2°27'7- 9.31'W o �"', Mz l Mz l Z _ _ ................................... = . - -' LIP:2748.05 0 - ..... . ....2748.................... _125.461' 10+72.67 r _O _o- --_- - - - -- ---- '-----'=......... - - J� --4--- l- --Mzl -oM -------- _.._.._'... .... N ��� > �D............................4:..■ 12. \ 129.524 -----= - 13+00----- 1 ■ W IPME� - - -CL:2747.99 ---2747 ��c _N:84785.1495 = _- - _ ___ __ 13+97.02,10.50'L --- = - -2748-'••••••• ••• 2749"iM:� STANDARDS. BARRICADE SHALL INCLUDE A SIGN THAT STATES ' _ ■ 10+72.67,22,00'R E:462190.3076 _�_ 748 59 STREET TO BE EXTENDED IN THE FUTURE". LIP 2 -S8 S -o-� N a 11+35.11 GB-LOW ROADWAY CENTERLINE(CL) Sa s "•.. ......•........ E:462184.7587 S8 a 3 M S8�_S8- S. RECREATION AVE - 14+pp 9� 12W t/) 8 LIP:2747.55 ■ 13. TEMPORARY GRAVEL IRRIGATION ACCESS 6 THICKENSS O 4 - N CL:2747.74 0 �; W , 7 1 QUARTER SECTION LINE 12+64.64 1 sg r 2w 12w 12w AGGREGATE BASE COMPACTED TO 95/o MAX DRY ■ G �W""� MINUS AGG 00 �_ ____-- 13+97.02 PVRC .ram.-..... o $ 11+35.11,22.00'R 27 0 4Go W ■ CL:2748.27 "" � ---_\ CL:2748.80=SS - N:84523.7501 -- \ ......................................... 1 15+00 ■ t/) LIP:2747.30 �• •••........, o� • ...... DENSITY. - SR- 14. GRADE BREAK. INE --- --- --- o - - -- -- -- __-- -__ -__�--- \� E•4621759588 0 0 \ .......Sg�........ �- O O \ o C 12+64.64,16.50'R- 47 - o \ 13+97.02,16.50'R v, \\ o S8 C A OUIS • --- N.•...,,v •• ' /1�= -•• 0 p p co \\ C.................. 14.00' p LIP:2747.94 0o LIP:2748.47 0 1 ■ Lu _ Notes 10+79.60,42.00'R " ?748 .. ��' ° a 4� '`' ° ° " 3 0 <c„ ,\ ° c " "�� " " \ ■ U) 1 8W-342 =5 CON:2748.21 ° ��-.••••..... a " ° o " < ° a a ° ° o ■ W - ° ° Lu ° - " ° < " " o co - ° ........................................ ° v "}° < .. ° ,' 2749........ 1. CONTACT ACHD INSPECTION SERVICES AT 208 387 6284 A g 2748................................. .._...............................................o...................................................................................................................o a....,...a. ,••••••••••••••••"_.""' ""••••••••••. co ,r _ � a a I o ■ MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. b� N-2747 _ ........................................ _ _ ...............:.......................................... - - - - - - - - - - a " - -moo- - - - - - _ __________ ____:,,,••.,,.••.....,...,,,.,,,,.. ••.. ••..�,,........ �� ________ "� ___ - ' ° o 2. ABANDONED BUILDINGS TEST PITS OR WATERWAYS LOCATED •• I ... __.\ Liiir _ --- Z'� .............N ....f.......... 4 h a v v v "0 v _2746.......... --- TT 4 Oa° sstz, ems__--_ ___________ ___L ------_ � " ° WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE r .` a 10+93.60,42.00'R --------- ---- -- ------ ---- -�-- ° 3 Ln ■ 2�48 a ti CON:2748.16 2 \\ JY� d°r 14 \� 14 N `��� 27 _ r " ° °\\ ° N= °1 " a ■ RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH cN � ••• "' •• • -••-... ° ° o STRUCTURAL FILL PER ISPWCISPECIFICATIONS. PROVIDE SOILS W ■ \ 3p1\ \\\ \ ACHD SLOPE EASEMENT ���� w -� N1 .•�� ...... . o -... ................. ■ o. .... � - - - -■ Z Cn .,c;_, ,, 2749• ••••-••••••• •••••••••••...... o�- DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS Q _ ==� ■ FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND 2 \ -2747 010+79.60,57.89•R ••.. ..- v'1°�. •';T- ® -- ------------ - �1--� - 3p1�\ ® ® \'����o\ ®® ®® DISCOVERY PARK ■ CON:2747.97 �� ® ® 10+93.60,57.89'R \ PROVIDE A COPY OF THE COMPACTION TEST REPORTS. Y - ■ CON:2747.92 � 14 2748y 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK W � Z WITHIN ASPHALT PAVEMENT AREAS. < 0 ■ 2 'c \\\\ °lam\ _ _ _ ■ 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS LL ■ �� a� vvv ��v �� / - - - - - - - - - - - _ - - - - REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL 0 W W EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING > PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND O ■ \ / \ 2 °{ 2747 I DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN U ■ UNINTERRUPTED THROUGHOUT THE DURATION OF ui p ■ k \�� --------------------------------�--------------i CONSTRUCTION. Lu Lu � � S. RECREATION AVE. (STA 10+55 TO 15+20) ° Z SS�ONAL FiyG 0 20 40 �G\STE F�/"CO FEET 3 11-23-21 10+55+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 doss ERc�go� 2756 2756 • . . • . . . - .• :. .• oo 00 o . • . . . •• N co O ti O� 2752 r o 2752 aco L � � M co ti W m APPROXIMATE EXISTIHNG c� `� a to a GRADE AT ROADWAY CIL a v H ti as � N z� v FINISHED GRADE AT ROADWAY CIL o N00 D.40% ♦ z �m 0.40% z 2748 -0.40% - 2748 0 og Z W? o + �z ♦ W w� W> .o ACHD DI-1A APPROXIMATE EXISTING GRADE 42'RT to �U ACHD DI-1 B Q J W aLL APPROXIMATE EXISTING GRADE 27'LT l jO U d o W Yk U¢ 2744 �_16"Gl 2744 w3 ao c�3 Z oo O o3 OZ ACHD SG#1- W U I♦ m ACHD SEEPAGE#1 W J Lu co °° > cbto W a mz �° 2740 2740 o V/ U„j Z O W W ILLL d d o JOB NUMBER: IDB19075 DATE: 09/29/21 S. RECREATION AVE. (STA 10+5 TO 1 +20) J o SHEET NUMBER W CAD.2 2736 2736 10+55 11+00 12+00 13+00 14+00 15+00 15+20 -J 3... /� N /y�/ Z ■ p mE�yy�o ■ IL o= a > ■ 0 O W a 3 >. U Keyed Notes 3 _ _ I O I- a N W o 0 � ==�o � 1. 6"VERTICAL CURB AND GUTTER(TBC) PER ACHD V t N ti s N J a0 do � o ��.3� z Z ■ - o SUPPLEMENTAL STANDARD DRAWING SD-701. ■ �� I /�� oil v I�� 2. CATCH SLOPE LIMIT. o = _ ■ \ I Py l9'hs 15 j \�\ l III 3. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARDS _1 S, 3 z ■ \\\ I 9�� A/�Fl/ y / \�� I� DRAWING SD-709. _ �s N ■ I °� �� �P // /// .T NS ■ \ I �9 F I �2js,\ Ill 4. ASPHALT PAVEMENT (COLLECTOR ROADWAY) -(SEE SHEET ■ ---- I BRIGHTON DEVELOPMENT IN(' c.RD.o). _ o / P RIGHT OF WAY �` I __ z ■ LL��� S1405120902 ��9 33.00'FUTURE p5 ti� 2 �'/ �^� \o 11/l Ir \e� 5 (SEE TEMPORARY/C D j URN AROUND ASPHALT PAVEMENT SECTION - U Z /j I = � FL:2747.37 // N Py PUBLIC STREET - / I FL:2749.13 ONSITE ASPHALT PAVEMENT SECTION -(SEE 3/C.DT.3). y Q o 15+29.40,10.50'L P d ■ / QUARTER SECTION LINE I 18+15.96,23.00'L \ FL:2749.34 I I //I \ 7. SEE STORM DRAIN ON "SD" SHEETS. L O s E y == N LIP:2749.12 17+95.99,16.00'L 9 18+69.01,23.00'L \ I 1 O ■ / I / LIP:2753.75 1 I FL-MA:2750.66 3o O -6 a- 3 a ° LIP:2753.54 LIP:2753.26 \ FL:z7as.az- I I 3 LL i = ■ 9 c // c 9 FL:2748.38 I �� V ■ I - 9 8. GRAVEL SHOULDER -6"THICKNESS OF 4" MINUS CRUSHED . . .................. ........ ....... 0 o I. H......................................... .. ... .............. ..........-............ .. ................. II \ L - �_ o. I o .T.QE................................... x AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER +� a W 1 e ° _ _ _ 0 0 ... .e::::: v::....Fw� �-0.6/ o._... .n... •,, 2751........ ..... ...... .... `• TOE v FL:2750.62 / o Q ............................-...............- �•. I ASTM D698. SLOPE SHOULDER DOWNWARD AT 2/o AWAY FROM C z d Z N _ T� --........... 20+08.49,16.00'L a� E a 13 /. .�•.......... Tfla.� ............................ T.QB. B O .. ° ._... .. .............. ....................................... a� 4 ...................... ._ ». d ........ ......................... .. _ �,v....... ... y.> / - ° s0.6/ Tfl - ................... :,:• •.... o .........,� �,..........: ••... �o......... ' ......................................................................., � \ PAVEMENT O M .2748........................77LQ..............................., x.......mxxw........»»,«. M- - LIP.27 6 ............ . v � e ati ........................... ........................... •dB• ...................... a w o OF 4 � �. o••... ............-..........-. .........-......:»,�«,.......:»«.... ..................................-o/ 50.6 . ... o. - - 0.6% 2749 ................. . -0.6%........ -I-. ................:0.6%..,.........,, --- o k: ..... . h •.O 1.1%....... /............. ------ - -- -- - ... ........................ � - -�j--- s,--..-....._,2752_- •' ... � ,_-� - ----------- 2751 X .-- -- -- -- Pl-- ....-...._ N- ...... - O --- ---- - -......_a' - 752 - 2750 - .... o -- ............. 2753............ 2 0. CONCRETE VALLEY GUTTER PER ACHD SUPPLEMENTAL - - O \ d �aH +--o d c m N - - ---- - -- ---TOE -- TOE - .......................... _ - 1 15+95.98 12.70'L v� 16+62.57 EVCS - _ ---- _ d01 d01 d� N N N o o W N o DRAWING SD-708 18+88.99,16.00'L 1 ^- -- - .•� �3-- o N E ^ a N o 15+29.40 BVCS Mz - __ Mz l e Mz l w MZ I 16+96.49,16.00'L Mz ;`''nnz o M 17+76.28 BVCS M c r Mz M LIP-HI PT:2753.70 Mz 'I I�n��- - - z�-- - t_ - Mz�'' z m �3 11. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C AND ADA _ Z. LIP:2749.64 CL:2750.75 /� 15 10 18+60.22 EVCS•., LIP:2752.84 - o ?> d m w a o o m ■ CL:2749.33 _�{+ _____ Q 1 LIP:2751.45 4 _ CL:2753.52 1 s� o 0 0 �> 1 s/. o '20+08.49 STANDARDS. THE LONGITUDINAL SLOPE OF THE PEDESTRIAN U e 16+00 - ----- - ti1y ------ 3Py 18+22.18 f CL:2753.68 `? `�• I CL:2750.98 RAMP SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE N:84224.7654 \ 17+96.49 - 18+88.49 GB 4 E E.O. E.�- ■ S1°54'29.02"W E:462161.5957 17+00 ;' ROADWAY CENTERLINE(CL) \ 5 CLHIGHPT:2754.02 19+00 20+00''. MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE W ■ 167.083' - I - _ :' o� :` SO°01'18.00"W C 8,_2754. .....••...... CL:2753.17 ----- _ _ ;••SO°01'18.00"W L:2753.87 W ■ _ _ - - � GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE 1 15+95.98 PVI 16+62.57 EVCS o o \ 146.000' =y CON:CON:2753.06 >S 19+03.49 22.00'R 166.000' / 13 TYP.OF 4 �t 15+95.98 20.67'R 16+96.49 0 S. RECREATION AVE. 18+00 18+42.49 18+88.49,22.00'R > MAX. SLOPES. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. ' ■ OD CL:2749.89 CL:2751.05 -�.,-� coN:z7sz.s1 \ LIP:2752.46 N:83912.7655,:' cl) ■ c 15+28.79,16.50'R LIP:2749.48 0 CL:2751.78 „�� P __ 18+18.25 PVI =CL:2753.92 LIP:2752.73 o E:462161.4777 'I 2 TRUNCATED DOMES SHALL BE TRAFFIC YELLOW. W ■.� LIP:2749.00 1 �� ?> 16+62.57,24.82'R I �>s > 4 ,�. CL:2754.02 �/ ON:2753.3 0 \ 19+08.49,22.00'R:' 0 0 P -_ COS 2753.38 3 of ? o 15 y _275 N:84078.7655 LIP:2752.36 0 �' %/ W "" 1 `�... j LIP:2750.55 0 17+96.49,27.00'R e 0 / E:462161.5405 I� �� 12. 10'WIDE TYP -II SIDEWALK TERMINUS BARRICADE PER ACHD 16+96.42,27.00'RT 4 1-e LIP:2753. 18 I �� �� �f� �� CON: 1 I I 2 20+08.49,22.00'R E cn ■ o ''• R. LIP:2753.33 ti / ` �O STANDARDS. BARRICADES SHALL HAVE THICKENED EDGE c�, - - •.. I LIP:2751.26 N I P 1.5% 11 1 19+12.49,22.00'R 10 m / LIP:2750.54 LIP-HI T 2753 51 ■ •• ° CON:2753.94 / 10 LIP:2752.29 14 ALUMINUM W/6"WIDE RETRO-REFLECTIVE RED/WHITE F ` LIP: + DIAGONAL DECALS PAINTED SIGNS ARE NOT ALLOWED. CONTACT DMINE ` G1 2753 4 r CON: �� I � �� CON: 7 / oo' BARRICADE MUST HAVE A KICK PLATE AT THE BOTTOM TO o° a :' LIP:2753.51 000,00: o DIGgNC ■ � 3 ° °4 ° ° ° ° ° .•.°: ° / p� 11 � � .1. ° ••/* o � �^.. AC:2752.35 •o � 1 9 � •'I '•• 5°r I PROVIDE CANE DETECTION BEFORE a ° ° a / CON:2753.07 �- C�Q• -�00-342-15 ° °� ° �''' v c $ CON:2753.69 1.3%' •1.3%�r° 1z.00 I 3 RIM:2750.74 13. TYPE-III ROADWAY TERMINUS BARRICADE PER ACHD ° ° �°a ,:•ti1 ° ° ° d / / o CON:2753.57 2752.99 I'I 20+08.49 26.00'R _� ° /° j a; f n ,� ° a.00 / eta.7% °=1.z% -1.z% STANDARDS. BARRICADE SHALL INCLUDE A SIGN THAT STATES ° ° ■ b ....... " ° oo CON 2753 LIP.2750.54 o N�............. ° �� ET WILL CON:2753.08 .I u N-�--- _ 27 - ° ,1 a ° Py ° 5q ° �� / a ea° �� `°°6' eo, I ') >s 'THIS IS A DESIGNATED COLLECTOR ROADWAY. STREET a ° \ ------ 49................. ° R 2750 65 ° °° v , - ° O ° 1 ° � 0 8 W ° py ° � - -0 a% -n.s%et>: Eta' �I � � �`°`:i °a ' ° �• f� • -- ....... 75p.......- �' f 3 �' ° 12.00' ° °o e ° y .- - ° i O •2753.27�"0 I 7 / � BE EXTENDED AND WIDENED IN THE FUTURE" 1 :• ° ` ��� -0.1%. 12 � 1° \ P °° CON 2753.81 ° -0�5%%::•o :, ayi -0�i �... - ■ 16 SHAPE VALLEY GUTTER SO THAT ALL FLOW WITHIN THE o ------- �••�,,.. - - - - - - CON:2753.96 .a ° CON:2753.72 CON:2753.23 3 1i \ I I ;/ col° / VALLEY GUTTER ENTERS THE STORM DRAIN INLET. ■ \ M --"= W.,.. I - - / CON:2753.41 1 I I /� �/� CV \ -- �. 1 / CON:2753.91 d _ ° 1 1 CON:2753.14 I / -�2> \ ° - - -- " ----- y<N- ----- _1_ IN CON:2753.42 cC \ 1 I^ 8' �/ 15. RETAIN & PROTECT EXISTING GAS LINES -SEE NOTE 1 ON THIS W ■ i -/ ----- - -- \ // CON:2754.04 11 /6 CON:2753.1i, �� I I N >s o � SHEET. CONTRACTOR SHALL COORDINATE WITH WILLIAMS Q ° / P , CON: 16 18+60.49,52.00'R '?sal I `' PIPELINE AND DETERMINE THE EXISTING HORIZONTAL AND 2 ACHD SLOPE EASEMENT \ ti I TBC:2753.85 ,\ I ` I 5 / VERTICAL POSITION OF THE GAS LINES PRIOR TO START OF 0 W 0 18+26.49,52.00'R / :' I ,r al° CONSTRUCTION. Y / 18+58.49,52.00'R F` G TEMPORARY PUBLIC � Z ■ � � I LIP:2753.85 I :............. ''••.•. �o � F. ;`�.. :•'•••� W \ \ ° I / .� ?�s3 ♦ _- / LIP:2753.43 \ 1 cSo o, Q Q / TURN-AROUND EASEMENT 16. GRADE BREAK. y :' LOCATED AT EDGE OF PAVEMENT ■ \ �� \ ° ! N I g // soo- ° ?�s, ' / 6 18+42.49,52.00'R - - \ I I I / 17. MATCH EXISTING DITCH. LL_ - ■ \ ♦ \ I �' / y'i 15 18+24.49,57.00'R AC:2753. 4 �'♦ I oo �C �"- -EPA �C, :; (ACHD TO RELEASE TEMP.EASEMENT' ■ \ \ I / ll/ ., i TBC:2754.14 �°� 36.00 6 \ ♦� I l �, �� / ONCE IT IS NO LONGER NEEDED) 18. CURB TERMINUS PER ACHD SUPPLEMENTAL STD. DWG SD-707. W W 15 ,' � I......... 18+26.49,57.00'R/ �' `�' / I I I ♦♦ "............................................ DISCOV Y PA K LIP:2753.72 // I I I ♦♦♦ .............23 ••.. �\ / U Notes \ ----r w 1. CONTRACTOR SHALL OBTAIN A COPY OF THE WILLIAMS 16 PIPELINE DEVELOPER'S HANDBOOK PRIOR TO BID. ALL WORK w w SEE SHEET C.GD.7 2 WITHIN THE WILLIAMS PIPE LINE EASEMENT SHALL BE 0 PERFORMED IN ACCORDANCE WITH THE CURRENT WILLIAMS ° a DEVELOPER'S HANDBOOK - NO SEPARATE PAYMENT SHALL BE S. RECREATION AVE. (STA 15+20 TO 20+08.49) MADE. SS�QNAL FNG, 2. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A p�� �G\STE 2 MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. Q� F 0 20 40 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED FEET WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 3 RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH cS'J 11-23-21 STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS 9TF CF �QP DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS ��ss ER�C�S� FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 2760 2760 4. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK � • WITHIN ASPHALT PAVEMENT AREAS. - ' • LI) .00 5. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS ��. . . REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL CO �I �• .. .. .. . EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PVI STA: 1 +18.25 PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND PVI ELE DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN K:21.06 UNINTERRUPTED THROUGHOUT THE DURATION OF c\I co LVC:83.94 CONSTRUCTION. rn v �, HIGH PT.ST : 18+22.18 N o co ;a HIGH PT ELE : 2754.02 co � cc 1- + ti + 1- 2756 W w �; 2756 w 2z PVI ELEV: 2749.59 0 > 0 > N o lo �! m J /\ w K: 74.8 m 0° w "' 0 t3 go LVC: 133.17 << z LL 0 0. mt M O oz. f -.... C oo O o 0 N m 3 o + zG _� N N N U v FINISHED GRADE AT ROADWAYC/L ----- - ------ ----- -1.81� cn N N �_ ___ __ o > m w _� U z o` 0 W .z 2 LIP OF GUTTER .1.82% z ° 2752 APPROXIMATE EXISTIHNG 2752 C Ln GRADE AT ROADWAY C/L + > w z K U lo I APPROXIMATE EXISTING GRADE 27'LT a a _ v- _ J \ a v a o J J J _ Q V J -� IN c0 O ZO 0 0.40- v °c z � � � � ACHD DI-2A ow - APPROXIMATE EXISTING GRADE 42'RT ACHD DI-2B W N Y k U¢ w3 o a � c�3 2748 2748 Z Z N oo RETAIN &PROTECT EXISTING WILLIAMS PIPELINE a W U I♦ m V `n Lo W W � � cb a m z oo co of RETAIN&PROTECT y °w o N N m 2744 EXISTING WILLIAMS PIPELINE 2744 1 o w W o-� Q U U N .. Z 0- 0- 0 ACHD SEEPAGE BED#2 - JOB NUMBER: IDBI9075 DATE: 09/29/21 O SHEET NUMBER: ui J S. RECREATION AVE. - STA 1 +20 TO 20 08.49" W C.RD.3 2740 2740 15+20 16+00 17+00 18+00 19+00 20+00 20+20 3 L - - 00 = = E� �Eo Z LL P: 9 2 3 - ° Z W � =d ' 0 ` :.3/ / Y aZ w = = W a0 ° 3o LL Z DRAIN ROCK SPECIFICATION V ° SEEPAGE BED NOTES: - - - ooN - _ - 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS d � Void Volume of Tpic al Materials _ 8 " z NL �` ENCOUNTERED AT AN ELEVATION HIGHER THAN THE BOTTOM ELEVATION OF THE Material Void Volume % LINED SEEPAGE BED; OR,WITHIN 3-FEET OF THE BOTTOM ELEVATION OF AN UNLINED 2" Max Blasted Rock 30 � J_ � NO ° SEEPAGE BED. 1-'/2" to 2" Uniform Size Gravel 40 c.3' ° 1 aoUN¢ � = N o Keyed Notes O 114" Uniform Size Crushed Chips 40 Z 2. ALL GEOTEXTILE FABRIC SEAMS SHALL OVERLAP 1-FOOT MINIMUM, UNLESS Crushed Glass 30 SEEPAGE BED WIDTH=SEE PLANS OTHERWISE DIRECTED BY THE MANUFACTURER. 1. NON WOVEN FILTER FABRIC ON TOP, ENDS,AND ALL SIDES OF SEEPAGE BED. 3. THE FULL ROADWAY SECTION IS REQUIRED OVER THE SEEPAGE BED IN PAVED Crushed aggregates shall have a minimum 50% crushed or fractured face (at a r _ f Z0 18"DIAMETER DUAL WALL ADS-PERFORATED AREAS. least on one side and meet the following gradation: c .° o o E 1 o w PIPE @ 0.0%(SEE PLAN FOR PIPE SIZE). PIPE w LL a N > w o L E a 3 w N SHALL BE PERFORATED AS SHOWN ON THE PIPE o 4. SEE STORM DRAIN PLANS FOR ADDITIONAL INFORMATION. Crushed Aggregate ' y N a LL PERFORATION SCHEDULE INCLUDED ON THIS 0 CL ° z STRUCTURAL FILL BETWEEN BOTTOM OF ROAD SECTION ° � Sieve Size Percent Passing as E s z o 0 DETAIL SHEET-CAP END. AND TOP OF DRAIN ROCK FOR BEDS WITHIN PAVED AREAS R5 4S° 5. THE BOTTOM ASTM C33 SAND ELEVATION IS THE MINIMUM EXCAVATION DEPTH. ° U L o w COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 3 inch 100/o FINISHED GRADE 6. SEE ACHD STORMWATER DESIGN GUIDELINES BMP#20"SEEPAGE BED"FOR 1 inch 25-60% �, - o ADDITIONAL REQUIREMENTS-"OPTIONAL CHAMBERS ARE NOT REQUIRED. 318 inch 0-4% Q a T z <n �318"DIA. fn - Z PERFORATION No. 200 0-2% c a d d � a oU 7. GROUNDWATER WAS DETERMINED WITHIN THE PROJECT GEOTECHNICAL REPORT TO E o TOP of 18"PIPE PERF.EL BE GREATER THAN 20-FEET BELOW THE GROUND SURFACE. REFER TO a m w 6 a 0 m DRAIN ROCK SEE PLAN FOR PIPE SIZE _ GROUNDWATER RECOMMENDATION PREPARED BY STRATA DATED JULY 26TH,2017. �"� // PERFORATED PIPE IE TO / / 8. THE DESIGN VOLUME OF THE FACILITY DOES NOT INCLUDE VOIDS WITHIN THE ASTM TOP OF DRAIN ROCK ///// C33 FILTER SAND LOCATED AT THE BOTTOM OF THE FACILITY. 1 IMPERMEABLE SILTS AND CLAY w /j0 w/ 18"-PERFORATED PIPE IE.- / 9. THE SEEPAGE BED WIDTH SHALL REMAIN CONSTANT ALONG THE LONGITUDINAL GEOTEXTILE SPECIFICATION O O O SEE PLAN FOR PIPE SIZE AND -�0 / / 18"DIA.DUAL > Z c� 1 o IF WALL ADS PIPE LENGTH OF THE SEEPAGE BED. > / ¢ C�C�C�C�C�C�C�C�C PLACEMENT IN BED // Non-Woven Filter Fabric INSTALL 6 288OZ/SYC NON-WOVEN GEOTEXTILE FABRIC (SEE PLAN FOR PIPE SIZE) 10. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION TEST 46�z �o 0 0 0 1 o AASHTO M288 CLASS 2 ON TOP 8�SIDES Property Test Method English / / PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY EXCAVATED CONTACT DMNE vUvUvUvUv_j � I 0 0 0 / // %"DIA PERFORATION IN NOTE:AN ACHD INSPECTOR MUST BE PRESENT TO WITNESS THE TEST FOR IT TO BE Tensile Strength Grab ASTM D-4632 120 Ibs BOTTOM of o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / / VALLEYS OF CORRUGATED PIPE. ( Elongation ASTM D-4632 50% �-HOURS DRAIN ROCK BOTTOM of DRAIN ROCK1 5 EA. CONSIDERED VALID). IF THE PERCOLATION IS LESS THAN THAT SPECIFIED BY THE g BEFORE DIMNC TOP OF ASTM C33 SAND o SOILS REPORT AND ENGINEER,CONTRACTOR MAY NEED TO BLAST OR BORE TO Puncture ASTM D-4833 65 Ibs ASTM C33 FILTER SAND DO Trapezoidal Tear Strength ASTM D-4533 50 Ibs - - 2- CREATE CONDUIT FOR DRAINAGE TO OCCUR, OR RE-DESIGN THE SYSTEM TO o BOTTOM of ASTM C33 SAND 18" PERF. PIPE ACHIEVE THE REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY UV Resistance ASTM D-4355 70% DESIGN INFILTRATION RATE=1"PER HOUR o0 oQ o MODIFICATIONS TO THE STAMPED,APPROVED DESIGN PLANS. Apparent Opening Size PERFORATION ASTM D-4751 70 US Std. Sieve (ALL SEEPAGE BEDS) O DO D AOS f 1 ( 1 r 11. FOR UNDERGROUND INFILTRATION SYSTEMS INSTALL ELECTRONIC MARKERS ON 6j,�A�U,_ EXISTING POORLY GRADED GRAVEL WITH SAND SCHEDULE � Permittivit ASTM D-4491 1.50 sec-1 GROUND WATER EL=GREATER THAN 20.00 FEET BGS) o 0o Do EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE Water Flow Rate ASTM D-4491 120 pm/ft2 N ��o� ACHD INSPECTION DEPARTMENT FOR PLACEMENT OF THE MARKERS DURING Lu Do 00 0o Do 00 00 00 00 00 o CONSTRUCTION,AND PRIOR TO BACKFILLING. Woven Fabric Q Q 12. CONTRACTOR SHALL DIG A TEST PIT AT EACH SEEPAGE BED LOCATION AND Property Test Method English 0 a o CONFIRM THE SOIL PERCOLATION RATE AT THE DESIGN SEEPAGE BED BOTTOM OF Tensile Strength (Grab) ASTM D-4632 Min 250 Ibs PERCOLATION TEST REQUIRED AT EACH ACHD ASTM C33 FILTER SAND ELEVATION PRIOR TO EXCAVATION OF THE COMPLETE Puncture Strength or CBR ASTM D-4833 or Min 125 Ibs or Min 950 W Q Q SEEPAGE BED. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN EVENT Puncture ASTM D-6241 Ibs 0- p SEEPAGE BED LOCATION: THAT THE FIELD PERCOLATION RATE DOES NOT MEET OR EXCEED THE DESIGN UV Resistance ASTM D-4355 Min 80% LL- EE PERCOLATION RATE, OR IF BEDROCK IS ENCOUNTERED ABOVE THE DESIGN Apparent Opening Size LU O w w SEEPAGE BED ELEVATION. UPON RECEIVING NOTICE FROM CONTRACTOR, (AOS) ASTM D-4751 70 US Std. Sieve > 1. THE DESIGN PERCOLATION RATE FOR THE SEEPAGE BED INFILTRATION FACILITIES IS �_ O ENGINEER WILL RESIZE THE SEEPAGE BED TO ACCOMMODATE FIELD CONDITIONS- Water Flow Rate ASTM D-4491 Min 18 gpmlft U 1 INCHIHR. UNDER DIRECTION OF THE OWNER'S GEOTECHNICAL REPRESENTATIVE, NO SEPARATE PAYMENT SHALL BE MADE TO CONTRACTOR FOR THE CHANGE AS C) CONTRACTOR SHALL CONDUCT A PERCOLATION TEST TO BE WITNESSED BY THE Percent Open Area CW-02215 Min 4% C/) LONG AS THE RESIZED SEEPAGE BED DRAIN ROCK VOLUME EQUALS THE RESIZED w 0 OWNER'S GEOTECHNICAL REPRESENTATIVE&ACHD. CONTRACTOR SHALL PROVIDE VOLUME. ~ ALL WATER,AND OTHER MATERIALS REQUIRED TO PERFORM THE TEST. THE PERCOLATION TEST SHALL BE PERFORMED BY THE SOILS ENGINEER AFTER THE w Uj SEEPAGE BED IS EXCAVATED TO VERIFY THE DESIGN INFILTRATION RATE. (NOTE:AN � ° ACHD INSPECTOR MUST BE PRESENT TO WITNESS THE TEST FOR IT TO BE 10 1a CONSIDERED VALID). IF THE PERCOLATION IS LESS THAN THAT SPECIFIED BY THE SOILS REPORT AND ENGINEER,CONTRACTOR SHALL CONTACT ENGINEER TO SS\0AL FNG RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. ACHD O�� <cG\STE APPROVAL IS REQUIRED FOR ANY MODIFICATIONS TO THE STAMPED,APPROVED DESIGN PLANS. 3 11-23-21 s /( OF ER ACHD SEEPAGE BEDS WITHIN S. RECREATION AVE. HALF ASTM C33 BOTTOM OF • . . . • SAND AND TANK LOWEST LOWEST LOWEST FG TOP OF TANK RIM EL PERFORATED HALF BOTTOM OF DRAIN ROCK TOP OF PERF PIPE FILTER TOP OF BOTTOM OF EXISTING SEASONAL TOP OF PERF PIPE DEPTH LOWEST FG UPSTREAM •• •• •• . . SEEPAGE UPSTREAM MINUS IE TO TOP ASTM C33 ASTM C33 HIGH PERF PIPE FROM COVER • z • GREASE SIZE TANK RIM EL. OVER LOWER PIPE PERFORATED DRAIN ROCK THICKNESS DRAIN SAND GROUND TO BOTTOM TO TOP OF STRUCTURE , CC) CC) •• BED # STRUCTURE LOWER OF DRAIN FILTER FILTER GROUND TO TOP OF ROCK TO CHECK . co 00 � • TRAP # (GAL) RIM EL. EL. BED. BAFFLE EL BAFFLE EL DIAMETER PIPE IE. EL. (FT) ROCK EL. ROCK (FT) THICKNESS SAND EL SAND EL EL WATER EL. ROCK (FT) OF ROCK GW ROCK SURCHARGE co 0 (IN) (FT) (FT) Cn Cn co • SG ACHD-1 1 1000 2747.42 2747.90 2747.88 2742.64 5.26 18.00 2741.64 2733.40 12.00 2745.40 3.76 1 .50 2733.40 2731 .90 2747.00 2727.00 2.26 8.24 6.40 2.48 OK OK SG ACHD-2 2 1000 2750.62 2750.66 2750.71 2745.77 4.89 18.00 2744.77 2736.16 12.00 2748.16 3.39 1 .50 2736.16 2734.66 2750.00 2730.00 1 .89 8.61 6.16 2.55 OK OK W n Q =�0 OU SEEPAGE BED CROSS SECTION - (TYPE 1 - ACHD) a a ¢a �_D .5 0. U 00 g~ Z W m ZZ O_ Z U� Oa O J d Z Z W� O L0 O U > �Z Of Z U 10 OY �U K Q 10 6 O Z u) J� OW Y k U tt �3 I� 0 x Ir c 3 }Y 0 03 Z U Z W J � U > 00 CO W Z } Z W � W Q 0] U K O o o m W Q U vX Z W a max ¢ O W W a W Q a a o JOB NUMBER: LO IDBI9075 'w DATE: 09/29/21 V/ SHEET NUMBER: W I- C.DT.5 To Issue LEGEND Description Date SYM COMMON/BOTANIC NAME SIZE CZC 6-23-21 BID SET 9-29-21 DECIDUOUS TREES ACHD COMMENTS 11-23-21 EAST LAKE HAZEL RD. 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PACIFIC SUNSET MAPLE 2" CAL B&B �I ACER TRUNCATUM X PLATANOIDES 'WARRENRED' AREA D �`y -- ; F _ AREA E j AREA F- I g i- � Site Planning \ _ it EMERALD SUNSHINE ELM 2" CAL B&B Landscape Architecture ULMUS PROPINQUA'JFS-BIEBERICH' \\ \'\•\ `\::;:. I ° �`' I \ i� 1509 S Tyrell Ln., Ste 130 Boise Idaho 83706 ❑ I �' Ph. (208) 343-7175 \ I WORPLESDON SWEETGUM 2" CAL B&B e—mail jbaC�jensenbelts.com `•\ \` '\;\ \\ —� I I LIQUIDAMBAR STYRACIFLUA'WORPLESON' l\. �- - - " \'\ o 0 0 ® ;I 2 CAL B&B FOREST PANSY EASTERN REDBUD - - - - - - - 1 - - - - - - - - - - - - - - I-I i— CERSIS CANADENSIS 'FOREST PANSY' 999 999 y ��Q , 3 II ~ �I SWEET SATIVA CHESTNUT 2" CAL B&B - CASTANEA SATIVA \ I J I I .-T .w /E.IGTINGPHASE, KENTUCKY COFFEETREE 2" CAL B&B III `\•\ �\ _ �� I� I CYMNOCLADUS DIOICUS _ Ill-ll � •v v°v .� � �I / � IIII�II;II�II,AREA G AREA H\ \ \ ��` AREA 11/ 7 j ; ll III_I III—III—III—III— i j I SWAMP WHITE OAK 2" CAL B&B ='ll—ll—ll—ll—ll I ` vv I I ! 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LAVANDULA ANGUSTIFOLIA'HIDCOTE BLUE LAVENDER' HILLSIDE CREEPER SCOTCH PINE 1 GAL I I ! PINUS SYLVESTRIS 'HILLSIDE CREEPER' GRO-LOW FRAGRANT SUMAC 1 GAL Drawn Checked RHUS AROMATICA'GRO-LOW' JBA B WT LAWN SEEDING Sccle AS SHOWN -- " ------------------------ ---------------------- ---+-----------------------J I ! Sheet Title I I j WOOD MULCH i FUTURE PHASE OVERALL I PLANTING PLAN CZC NOTES 1. NEW COLLECTOR ROAD STREET TREES: 1.1. 1275 L.F. OF FRONTAGE FROM NORTH PROPERTY LINE TO SOUTHERN STREET IMPROVEMENT AREA. 1.1.1. 36 TREES REQUIRED Sheet Number 1.1.2. 26 TREES PROVIDED AT 35' SPACING. TREES ARE NOT ALLOWED IN DRAINAGE FACILITIES AND NORTH WILLIAMS PIPELINE EASEMENT. THESE 10 TREES ARE MITIGATED ELSEWHERE ON THE SITE. 0' 120' 240' 360' L2 . 0 SCALE 1" = 120' (@ 24"X36" Plotted Size) 0 f Sheets IILCVV a II.1 IILCVVv 112M ,IZ!W 11MV 11MV 1122W 11ZLN 112zvv LEGEND" I — — -- — -- -- --- — --- ---- --- Issue Description Date SYM DESCRIPTION IN CZC 6-23-21 DECIDUOUS TREES BID SET 9-29-21 i RFI 028 8-8-22 --—— •————— — — — ———————— — —————— — ——— ——— ——— —————— ——— — — ——— / EFP- —� \ " �� l� l�_ + I EXISTING TREE - RETAIN AND PROTECT x% I � E I I EPD-_ \ / GIRR � _ _ \ � — + GREENSPIRE LITTLELEAF LINDEN 0,1 ���►+tti����l�rrr SD REDMOND LINDEN Q y ~ I I • SKYLINE HONEYLOCUST .0. 40 tcl L,p_222 ` GIRR 18" R "GR 18"GI 18 GIRD 18 GFi + + + CRIMSON SUNSET MAPLE � 18"GI- - �18 - g"GI � r 18'•GI 1 IA I 1 MAGYAR GINKGO jAL���� I I I I o �®■■®/ I� j •• EMERALD CITY TULIP TREE 1 V JENSENBELTS �.' ASSOCIATES ,/ 1 Site Planning Landscape Architecture PACIFIC SUNSET MAPLE Urban Design I_ I� o EMERALD SUNSHINE ELM Site Planning NI I I Landscape Architecture I ICI � 3 I 1509 S Tyrell Ln., Ste 130 WORPLESDON SWEETGUM Boise, Idaho 83706 a M 0oo Ph. (208) 343-7175 e—mail jba@jensenbelts.com I I I I I lal � I FOREST PANSY EASTERN REDBUD I III II 3 I lal " I I ICI I o SWEET SATIVA CHESTNUT I lal � I I I ICI I0003 I I I I KENTUCKY COFFEETREE Ial CV CV J + + + W - N I+ I I I I } 3 + + + W SWAMP WHITE OAK Z N I t o II � III � � II O — 1I I + wRT WTAP EXI TIN PHA E 1 \+ +\ SOIXLAND POPLAR 1a I I , "SD 2'SD 12"SD � � ' W 3 z w Q 2 / BLOODGOOD SYCAMORE ---- / /r RED OAK Q ------- ---I-- Z Ir N J EVERGREEN TREES w v / _ N I 3 ' L CO VANDERWOLF PINE 00 BLACK HILLS SPRUCE 4- z > a - i I PINE SCOTCHQ p J Z s + + + + + I SHRUBS/GRASSES/PERENNIALS r W _w N_ II.. W COREOPSIS Q N KARL FORESTER FEATHER REED GRASS I � HIDCOTE BLUE LAVENDER � I HILLSIDE CREEPER SCOTCH PINE Job Number 1999 GRO-LOW FRAGRANT SUMAC I Drawn Checked LAWN SEEDING JBA BWT Scale AS SHOWN I�_____ WOOD MULCH \ I _ � + Sheet Title + + NOTES PLANTING PLAN 1. ALL TREES SHALL TO BE LOCATED A MINIMUM OF 10 FEET ems' FROM ACHD STORM DRAIN FACILITIES AND STRUCTURES. AREA A 2. SEE SHEET L2.0 FOR FULL PLANT SCHEDULE Sheet Number NORTH I 0' 20' 40' 60' c L2ml SCALE I" = 20' (@ 24"x36" Plotted Size) Of Sheets \ 2 MATCHLINE SEE SHEET L2.4 11�vv V, 114/_vv 114/_vv ILEVV ,���� ���� II�vv IIZZvv 1147W VV II1Zvv LEGEND Issue Description Date SYM DESCRIPTION _ o _ CZC 6-23-21 DECIDUOUS TREES BID SET 9-29-21 EAST LAKE HAZEL RD. - RFI 028 8-8-22 —BP � G —� � � � + \I EXISTING TREE - RETAIN AND PROTECT CLEAR SITE CLEAR SITE � gyp_ i� � TRIANGLE TRIANGLE \ V. \ / + — GREENSPIRE LITTLELEAF LINDEN � ����►11111�111�1 SD SD 18 1 I, "SD 8" 1 D "SD S" 18" G OF REDMOND LINDEN \ / + { i + + + + + + + + r � • SKYLINE HONEYLOCUST . 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Idaho 7 (208) 343-7175 e—mail jba@jensenbelts.com + + + + + + + + + + + + + + + + + + + + I FOREST PANSY EASTERN REDBUD + + � �+ + + + + + + + + + + + + + + + + + + + + I+ + + - + + + + + + + + + + + + + + + + + + + SWEET SATIVA CHESTNUT + + + + + + + + + + + + + + + + + + + + + + + + I + + + I + + + + + + + + + + + + + + + + KENTUCKY COFFEETREE + + + + + + + + + + + + + + + M CV I III + + + + + + + + + + IN J J + + + + + + +LU _ + + + + + + + + + + + = SWAMP WHITE OAK Z co I + + + + + + + + + + + + I � O w + + + + + + + + + + + + + + EXISTING PHASE 1 w — W + + + + + + + + + + + + + + SOIXLAND POPLAR + + + + + + + + + + + + + + + LL' Q _ + + + + + + + + + + + + + + + _ C) U BLOODGOOD SYCAMORE U Q + + + + + + + + + + + + + + + + Q W Q � 0 + + + N + + + + + + + + + + + + + RED OAK Q cc + + + + + + + + + + + + + + + + Z + + + + + + + + + + + + + + + Q Q I JN+ + + + + + + + + + + + + + + + I EVERGREEN TREES W v 4- + + + + + + + + + + + NCO Q00 + +\ + + + + + + + + + + + + + + + + + \ VANDERWOLF PINE + + + + + + + + + + + + + + + + + + Q = + + + + + + + + + + + + + + + BLACK HILLS SPRUCE W W Q + + + 4- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Z > SCOTCH PINE O+ + + + +�- + + + + + + + + + + + + + + + + Q Z + + + + + + + + + + + + UWa + + + + + + + + + + + + + + + + + + + + + - p SHRUBS/GRASSES/PERENNIALS r ir W + + + + + + + + + + + + + + + + + + + + W (n N � -7 + + + + + + + + + + + + + + + + + + + + COREOPSIS T W — N Cn + + + + + + + + + + + + + + + + + + U KARL FORESTER FEATHER REED GRASS I \+ + + + + + + + + + + + + + + + + + + + I HIDCOTE BLUE LAVENDER HILLSIDE CREEPER SCOTCH PINE Job Number 1999 + GRO-LOW FRAGRANT SUMAC + I % + + + + + + + + + + + + + + + + + + + + + + + + + + Drawn Checked LAWN SEEDING JBA BWT + j + + + + + + + + + + + + + + O+ + + + + + + + + + + + I Scale AS SHOWN It 1 +1 + + + + + + + + + + + + + + + + + + + + + + + + + + + WOOD MULCH S i heet Title i + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + NOTES PLANTING PLAN + + + �E� + + + + + + + + + + + + + + + 1. 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SEE SHEET L2.0 FOR FULL PLANT SCHEDULE Cl � + + + + + + + + + + + + + + + + + + Sheet Number NORTH +� + + + + + + + + + + + + + + + OC) + + + + + 0' 20' 40' 60' 43 + + + + + + + + + + + L22 + + + + + + + + + + + l �+ SCALE 1" = 20' (@ 24"x36" Plotted Size) MATCHLINE SEE + _ _ _ _M _l Of Sheets \\- t 2PW1L 1172ww 12 WVd -11"A �mnrtle �rnnr 122ww 122W —�'— -- — ---- —J 122ww 172ww 122WVd- 12N -122W' LEGEND Issue o Description Date — — — — — — — — SYM DESCRIPTION — — - - - - - - — — — —� — - - — � — CZC 6-23-21 2•• DECIDUOUS TREES BID SET 9-29-21 RFI 028 8-8-22 ------------ w \ 0 W i + I EXISTING TREE - RETAIN AND PROTECT TO GI R \ GREENSPIRE LITTLELEAF LINDEN 'SD 801 " SD SD REDMOND LINDEN ' + + + ALALALALALAL + + 1W+ + • SKYLINE HONEYLOCUST ► I� LA_222 j o< / 18"GI 18"GI 18"GI 18"GI 18"GI 18"GI 18"GI V,8"GI 18"GI "GI�°r18"GI 1 111 o° + + + + t11111i111t 18"GI 8"GI — 18"GI 18"GI 1 GI 18"GI 18"GI 1 GI 18"GI 18"GI "GI 1 GI 18"GI 18"GI 1 'GI 18"GI 18"GI + I + CRIMSON SUNSET MAPLE + I • MAGYAR GINKGO jEE .AEE + + + + + fi �_fi 3 ®■■®r d +I + + + + + +� •• EMERALD CITY TULIP TREE + + + + + -I JENSENBELTS I ASSOCIATES + + + + + + Site Planning PACIFIC SUNSET MAPLE Landscape Architecture + + + + + + Urban Design + + + + rt rt I o EMERALD SUNSHINE ELM Site Planning Landscape Architecture I 3 I 1509 S Tyrell Ln., Ste 130 + + + + + WORPLESDON SWEETGUM Boise, Idaho 83706 + I 3 Ph. (208) 343-7175 e—mail jba@jensenbelts.com + PC + I - +M 3 FOREST PANSY EASTERN REDBUD + I I I I 3 SWEET SATIVA CHESTNUT I I I I I I I I I + KENTUCKY COFFEETREE C" I CV J w I uJ I SWAMP WHITE OAK z 2 I I I U) 3 O w EXISTING PHASE 1 NOT A PART W U) i SOIXLAND POPLAR z W Q J I U = 0 I '� I BLOODGOOD SYCAMORE 0 a I W 0 Q I Wv ID RED OAK O z � aQJ I EVERGREEN TREES W Ncm 3 N co M Q �Wv I — + = VANDERWOLF PINE00 O 3 I I BLACK HILLS SPRUCE W z > Q � I I SCOTCH PINE I ap jz p (.) Wa SHRUBS/GRASSES/PERENNIALS (1) r W I i I I ccW — TW COREOPSIS Q cmI U KARL FORESTER FEATHER REED GRASS I HIDCOTE BLUE LAVENDER HILLSIDE CREEPER SCOTCH PINE Job Number 1999 I GRO-LOW FRAGRANT SUMAC I Drawn Checked I I LAWN SEEDING JBA BWT I I Scale AS SHOWN WOOD MULCH Sheet Title NOTES PLANTING PLAN I I 1. ALL TREES SHALL TO BE LOCATED A MINIMUM OF 10 FEET AREA C I FROM ACHD STORM DRAIN FACILITIES AND STRUCTURES. 2. SEE SHEET L2.0 FOR FULL PLANT SCHEDULE I I I ISheet Number NORTH I 0' 20' 40' 60' L2 ,. 3 I Immn� SCALE I" = 20' (@ 24"x36" Plotted Size) 1 Of Sheets M CHLIN EE SH T L2.6 � MAT HLINE S E SHEET L1 .3 LEGEND Issue Description Date SYM DESCRIPTION I CZ C 6-23-21 DECIDUOUS TREES BID SET 9-29-21 N OTAP RT i/ + \I EXISTING TREE - RETAIN AND PROTECT I + — GREENSPIRE LITTLELEAF LINDEN 011111111111411. / + REDMOND LINDEN { II • SKYLINE HONEYLOCUST LA_222 Uti I I �ff��f�Ir�SC��� �111i{11 + CRIMSON SUNSET MAPLE 0!� x I .AL . -X x MAGYAR GINKGO ■■■ ■■I x�x_ J■■■■■r d� I I •• EMERALD CITY TULIP TREE JENSENBELTS ASSOCIATES Site Planning PACIFIC SUNSET MAPLE Landscape Architecture I + Urban Design I I In EMERALD SUNSHINE ELM Site Planning J Landscape Architecture W I 1509 S Tyrell Ln., Ste 130 I + WORPLESDON SWEETGUM Boise, Idaho 83706 Ph. (208) 343-7175 W + e—mail jba@jensenbelts.com W W I EXISTING PHASE 1 I I FOREST PANSY EASTERN REDBUD Z I J (� SWEET SATIVA CHESTNUT Q I I I I KENTUCKY COFFEETREE I I I I I r + + + + + + + ®r\ + + - + + SWAMP WHITE OAK Z + + + + + + + + + + + SOIXLAND POPLAR Q +\ + + + + IL + 74 + + + + + W Q + + + + + + BLOODGOOD SYCAMORE U + + + + + + + \ + I W 0 + + + + + + + + + RED OAK Q 0 + + + + + + + + Z J + + + + + + + + + + EVERGREEN TREES W N N co I ��\ /�ji M + + + + + + + + + I = = VANDERWOLF PINE i 00 + + I BLACK HILLS SPRUCE W Q w � 0 I Z > Q I _ I SCOTCH PINE Q O j Z — a + � IOUWo ISHRUBS/GRASSES/PERENNIALS cr ( r W W — rW COREOPSIS Q N U KARL FORESTER FEATHER REED GRASS I I I co � HIDCOTE BLUE LAVENDER + HILLSIDE CREEPER SCOTCH PINE Job Number 1999 GRO-LOW FRAGRANT SUMAC I I I Drawn Checked LAWN SEEDING JBA BWT Scale AS SHOWN WOOD MULCH Sheet Title I I + I I I NOTE PLANTING PLAN SEE SHEET L2.0 FOR FULL PLANT SCHEDULE AREA F I I I I I o0 I I NORTH Sheet Number I I + I 0' 20' 40' 60' L2m6 SCALE I" = 20' (@ 24"x36" Plotted Size) I Of Sheets MATCHLINE SEE SHEET L2.9 MATCHLINE SEE SHEET L2.6 , LEGEND Issue Description Date � SYM DESCRIPTION I + CZC 6-23-21 DECIDUOUS TREES BID SET 9-29-21 co I / \ i + I EXISTING TREE - RETAIN AND PROTECT cn + \ — GREENSPIRE LITTLELEAF LINDEN 00 Q I I \\ I OF I O + REDMOND LINDEN v { i 00 N I I s • SKYLINE HONEYLOCUST LA_222 Uti III Ire ti + U w + CRIMSON SUNSET MAPLE Ico AL . 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(208) 343-7175 e—mail jba@jensenbelts.com FOREST PANSY EASTERN REDBUD I SWEET SATIVA CHESTNUT 100" I co + + + + + EXISTING PHASE 1 KENTUCKY COFFEETREE I — Ib SWAMP WHITE OAK Z 00 + + + + + + + + + SOIXLAND POPLAR J 4r I W LWU + + + + + + I I / I BLOODGOOD SYCAMORE + + + + + U 0r + L + + + + + W W + + + + +W O� oQ+ + + + + + + + + + RED OAK Q W + cr z + + + + + + _ + + + + + + + I j (V U * I I EVERGREEN TREES W I + + fi + + fi fi + + + zlr + + + + + + + + + + - + \ � ° ° VANDERWOLF PINE 00 + + + + + + + + + + + + + + !+ + + \ + + + + + + + + + + + 0 + �� ° + a w = + + + + + + + + + + + BLACK HILLS SPRUCE + + + \\ + + + + + + + + + + ����' I z > ao I + + + + + �, + + + + + + + X SCOTCH PINE + +\Q� + + + + + \ + + + + + + �-� I a p Jz + + + + \\ + + ,�x o U W a x + x + X + + � + I SHRUBS/GRASSES/PERENNIALS r W I , I cn N F. COREOPSIS In N 2 Cn KARL FORESTER FEATHER REED GRASS HIDCOTE BLUE LAVENDER � I � I i i HILLSIDE CREEPER SCOTCH PINE Job Number 1999 I GRO-LOW FRAGRANT SUMAC c � Drawn Checked \� I LAWN SEEDING JBA BWT Scale AS SHOWN I WOOD MULCH Sheet Title NOTE PLANTING PLAN c\ �\ SEE SHEET L2.0 FOR FULL PLANT SCHEDULE AREA c c\ � • c Sheet Number \� \ c\ \�\ • — I � c c � • � NORTH 0' 20' 40' 60' • - L2m9 �\ c c �� • I SCALE I" = 20' (@ 24"x36" Plotted Size) Of Sheets \ MATCHLINE SEE SHEET L2.12 MATCHLINE SEE SHEET L2.9 ` LEGEND Issue SYM DESCRIPTION Description Date CZC 6-23-21 \� \c c \` • • + __ DECIDUOUS TREES BID SET 9-29-21 ACHD COMMENTS 11-23-21 �� c c\ �\ • • • El—A + I EXISTING TREE - RETAIN AND PROTECT I \ \ I I I c \ / c `� • a' + — GREENSPIRE LITTLELEAF LINDEN REDMOND LINDEN � 7{ `� \c c `� / o o • SKYLINE HONEYLOCUST i� LA-222 \ \ � � I t11111i{111t CRIMSON SUNSET MAPLE r \ + c 7� ° I MAGYAR GINKGO ■■■ .■■I c\ \ I 7� J■■■■■t ` d •• EMERALD CITY TULIP TREE 2w JENSENBELTS \�� \c \c \ I + n'nASSOCIATES Site Plan g PACIFIC SUNSET MAPLE Landscape Architecture ` c Urban Design + `9" \�� \ \� I ° EMERALD SUNSHINE ELM Site Planning Landscape Architecture \/ DD 1509 S Tyrell Ln., Ste 130 � + WORPLESDON SWEETGUM Boise, Idaho 83706 Ph. (208) 343-7175 e—mail jba@jensenbelts.com � c � CV °o �� \ `� FOREST PANSY EASTERN REDBUD \ c 1I SWEET SATIVA CHESTNUT c LU U) c\ ` ° W ° ��; - `�� c SQ c ��� I Z KENTUCKY COFFEETREE J ° STREET LIGHT TYP \ SWAMP WHITE OAK Z O ° c SOIXLAND POPLAR ° BLOODGOOD SYCAMORE U ' W 0 + + O RED OAK \ c \ Z aQ`Z ` � EVERGREEN TREES W v N � c \ _ VANDERWOLF PINE i ti CLEAR SITE l • � + TRIANGLE TYP \c c `�\\ Q BLACK HILLS SPRUCE W �e oo OlS � o \` I c c SCOTCH PINE Z + + fl fl fl fl c c SHRUBS/GRASSES/PERENNIALS r W + I Cq - - - - �, I I c I c rw d d d `? d \ COREOPSIS Q N 2 � c c\ \ • ___ ` C� KARL FORESTER FEATHER REED GRASS SHIDCOTE BLUE LAVENDER w I I \ HILLSIDE CREEPER SCOTCH PINE Job Number 1 999 1 _ c 8W 8W— ` \c I — � GRO-LOW FRAGRANT SUMAC + I\� Drawn Checked \` LAWN SEEDING JBA BWT Scale AS SHOWN WOOD MULCH I I Sheet Title NOTE PLANTING PLAN SEE SHEET L2.0 FOR FULL PLANT SCHEDULE AREA L I \ •• I I _I Sheet Number NORTH / I I 0' 20' 40' 60' L2m12 1 / SCALE 1" = 20' (@ 24"x36" Plotted Size) � Of Sheets MATCHLINE SEE SHEET L2.15 T