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HomeMy WebLinkAboutContracts & Agreements_183-2021LICENSE AGREEMENT BY AND BETWEEN THE CITY OF REDLANDS AND W WOOD & ASSOCIATES DEVELOPMENT, INC THIS LICENSE AGREEMENT ("Agreement") is made and entered into this 21st day of September, 2021 ("Effective Date") by and between the City of Redlands, a municipal corporation ("Licensor") and W Wood & Associates Development, Inc , a California corporation ("Licensee") Licensor and Licensee are sometimes individually referred to herein as a "Party" and, together, as the "Parties " RECITALS WHEREAS, Licensor is the fee simple owner of certain real property located in the City of Redlands commonly identified as county of San Bernardino Assessor's Parcel No 0169-321- 03-0000 (the "Property), and certain adjacent public right- of -way (the "Right -of -Way), both of which are more particularly described and shown on Exhibit "A," which is attached hereto and incorporated herein by this reference, and WHEREAS, Licensee desires to enter upon the Right -of -Way and Property, from time to time in accordance with the provisions this Agreement, to construct, at no cost to Licensor, a decomposed granite pedestrian trail (the "Trail") on the Property; and WHEREAS, Licensor desires to grant Licensee a non-exclusive, revocable license to enter upon the Right -of -Way and Property and construct the Trail on the Property on the terms and conditions hereinafter set forth, NOW, THEREFORE, in consideration of the mutual promises contained herein, the City of Redlands and W Wood & Associates Development Group, Inc agree as follows Section 1 by this reference Recitals. The foregoing Recitals are true and correct and incorporated herein Section 2 Grant of License. Licensor hereby grants to Licensee, and its employees and agents, a non-exclusive, revocable license to enter upon and use, as the case may be, subject to all of the terms and conditions hereof, the Right -of -Way and Property for the construction of the Trail. All activities of Licensee undertaken in connection with Licensee's construction of the Trail shall be performed in accordance with all applicable federal, state, and local laws Licensee acknowledges and agrees that Licensee shall be financially obligated and responsible for all costs associated in connection with its construction of the Trail. Section 3 Term. The term of this Agreement shall commence on its Effective Date and end on September 21, 2022, unless earlier terminated as may be provided for herein. Section 4 Plans and Specifications. Licensee shall construct the Trail in accordance with the written plans and specifications provided to City, copies of which are attached hereto as Exhibit "B" which is attached hereto and incorporated herein by this reference, and on file in City's Facilities and Community Services Department. 1 L:\ca\djm\Agreements\W Wood & Associates Development License Agreement.FY21-0029.docx.jn Section 5 Compliance with California Labor Code. Licensee acknowledges that Licensee's construction of the Trail, while permitted by Licensor to be undertaken on the Property by Licensee, is a privately funded project with no financial contribution by Licensor, and the determination of whether California Labor Code prevailing wage laws, and other applicable California Labor Code provisions applicable to "public work" projects (as defined by California Labor Code section 1720 et seq) are applicable to Licensee's construction of the Trail, and Licensee's compliance therewith, shall be made solely by Licensee Licensee expressly agrees Licensor shall have no responsibility, obligation or liability therefor Section 6 Notice of Entry. Licensee shall provide at least one day's prior written notice to Licensor of the dates on which Licensee desires to enter upon the Right -of -Way and Property Section 7 Possession and Condition of Property Not Warranted. Licensor does not warrant or represent that the Right -of -Way or Property is suitable for Licensee's entry upon or construction of the Trail, or for any other purpose, and Licensee agrees to enter and use, as the case may be, the Property in its "as is" condition, and construct the Trail on the Property at its own risk. Licensee shall not seek to hold Licensor for responsible or liable for any claim of damages, restitution, or other relief by Licensee or any other entity or person in connection with such entry or construction. Section 8 Ownership of Trail. Upon Licensee's completion and Licensor's written acceptance of the Trail, Licensor shall be the owner of the Trail and shall be solely responsible for the maintenance and repair of the Trail at Licensor's sole cost. Section 9 Termination. This Agreement may be terminated by Licensor, for any reason and in its sole discretion, upon ten (10) days prior written notice to Licensee, provided, however, in the event Licensor determines that the public health, safety, or welfare is jeopardized, or that Licensee is in material breach of this Agreement, Licensor in its sole discretion may provide written notice to Licensee to immediately suspend Licensee's performance of its obligations under this Agreement, or terminate this Agreement. Section 10 Notice. Any notice or other communication required, or which may be given, pursuant to this Agreement, shall be in writing. Any such notice shall be deemed delivered (i) on the date of delivery in person, (ii) five (5) days after deposit in first class registered mail, with return receipt requested, (iii) on the actual delivery date if deposited with an overnight courier, or (iv) on the date sent by facsimile or electronic mail transmission (including PDF), if confirmed with a copy sent contemporaneously by first class, certified, registered or express mail, in each case properly posted and fully prepaid to the appropriate address set forth below, or such other address as a Party may provide notice in accordance with this section. LICENSOR Chris Boatman, Director Facilities and Community Services Dept. 35 Cajon Street, Ste. 222 PO Box 3005 (mailing) LICENSEE Woody Wood, CEO W Wood & Associates Development, Inc PO Box 3612 San Bernardino, CA 92413 2 L.\ca\djm\Agreements\W Wood & Associates Development License Agreement.FY21-0029.docx.jn Redlands, CA 92373 cboatman@cityofredlands org 909-798-7655 wwood644@gmail.com 951-830-1835 Section 11 Indemnification of Licensor. Licensee, and any subcontractors or agents of Licensee performing construction work on the Right -of -Way or Property for Licensee in connection with this Agreement, shall defend, indemnify and hold Licensor free and harmless from and against all liability, loss, damage, costs or expenses (including attorneys' fees and court costs) arising from, or as the result of, the death of any person or any personal injury, accident, claim, loss or damage whatsoever caused to any person or to the property of any person, or any responsibility or liability resulting from or in any way connected with Licensee's entry onto the Right -of -Way or Property, and/or construction of the Trail. Licensee shall be responsible for ensuring its subcontractors' and agents', if any, compliance with the requirements of this Section 11 This Section 11, and the obligations described herein, shall survive the expiration and/or any earlier termination of the Agreement. Section 12 Insurance. Insurance required by this Agreement shall be maintained by Licensee throughout the term of this License Licensee shall not perform any work on the Property unless and until the required insurance listed below is obtained by Licensee Licensee shall provide City with certificates of insurance and endorsements evidencing such insurance prior to Licensee's entry onto the Right -of -Way or Property Insurance policies shall include a provision prohibiting cancellation or modification of the policy except upon thirty (30) days prior written notice to City A. Workers' Compensation and Employer's Liability insurance in the amount that meets statutory requirements with an insurance carrier acceptable to City, or certification to City that Licensee is self -insured or exempt from the workers' compensation laws of the State of California. Licensee shall provide City with Exhibit "C," titled "Workers' Compensation Insurance Certification," which is attached hereto and incorporated herein by this reference. B Licensee shall secure and maintain comprehensive general liability insurance with carriers acceptable to City Minimum coverage of One Million Dollars ($1,000,000) per occurrence and Two Million Dollars ($2,000,000) aggregate for public liability, property damage and personal injury is required. City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or self-insurance maintained by City C Licensee shall secure and maintain business auto liability coverage, with minimum limits of One Million Dollars ($1,000,000) per occurrence, combined single limit bodily injury liability and property damage liability This coverage shall include all Licensee owned vehicles used in connection with Licensee's provision of the Services, hired and non- owned vehicles, and employee non -ownership vehicles. City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or self- insurance maintained by City Section 13 Independent Contractor Status. Licensee is for all purposes under this Agreement an independent contractor and shall perform the Services as an independent contractor Neither City nor any of its agents shall have control over the conduct of Licensee or Licensee's employees, except as herein set forth. Licensee shall supply all necessary tools and 3 L:\ca\djm\Agreements\W Wood & Associates Development License Agreement.FY21-0029.docx.jn instrumentalities required to perform the Services Assigned personnel employed by Licensee are for its account only, and m no event shall Licensee or personnel retained by it be deemed to have been employed by City or engaged by City for the account of, or on behalf of City Licensee shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent, nor shall Licensee have any authority, express or implied, to bind City to any obligation Section 14 Assignment The license granted by this Agreement is personal to Licensee Licensee shall not assign its rights under this Agreement except upon the pnor wntten consent of Licensor, which may be granted or withheld in Licensor's sole discretion Any assignment or attempted assignment of the license granted by this Agreement without the pnor written consent of Licensor may, in the sole discretion of Licensor, result in the immediate termination of this Agreement Section 15 Entire Agreement/Amendment. The making, execution and delivery of this Agreement by Licensee has not been induced by any representations, statements, warranties or agreements other than those herein expressed This Agreement embodies the entire agreement and understanding of the Parties, and there are no other agreements or understandings, written or oral, in effect between the Parties relating to the grant of this license This Agreement may be amended or modified only by a written instrument signed by the Parties Section 16 Attorneys' Fees In the event any action is commenced to enforce or interpret the terms or provisions of this Agreement, the prevailmg Party in any such action, in addition to any costs and other relief granted, shall be entitled to recover its reasonable attorneys' fees, including fees for use of in-house counsel by a Party Section 17 Counterparts. This Agreement may be signed in counterpart or duplicate copies, and any signed counterpart or duplicate copy shall be equivalent to a signed onginal for all purposes IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first written above Paul T Barich, Mayor ATTEST By e Donaldson, City Clerk 4 L \ca\djm\Agreements\W Wood & Associates Development License Agreement.FY21 0029 docx.in W WOOD & ASSOCIATES DEVELOPMENT, INC By Woody Wood, C O EXHIBIT "A" ASSESSOR'S PARCEL NO 0169-321- 03-0000 5 L:\ca\djm\Agreements\W Wood & Associates Development License Agreement.FY21-0029.docx.jn Exhibit A City owned Property APN 0169-321-03-0000 Public right-of-way area for parking lot and trail extension This map was produced by the City of Redlands GeegmphtclnfonnanSystem. The City of Redlands assumes nowarranry o legal respo sibility tar the nfermalion contained on this map. The da ed to ge erate this map is dynamic athe eta e ntormauo shown may or mayay eat be the most t cur at 1 EDL%A1�IDS ACmenieeWoxxs' January 29.2020 OneStop.mxd EXHIBIT "B" WRITTEN PLANS AND SPECIFICATIONS 6 L:\ca\djm\Agreements\W Wood & Associates Development License Agreement.FY21-0029.docx.jn STREET IMPROVEMENT PLAN GENERAL NOTES: ALL WORK SRAU. CONFORM TO THE STANDMO SPECIFICATIONS FOR POBMC WORKS CONSTRUCTION (GREF5B00K); 2015 EDITION (INCLUDING THE LATEST SUPPLEMENTAL ...ORS THERETO). THE -STANDARD PLANS STATE OF CA IFORNM DEPARTMENT OF TRANSPORTAD W . 2015 e,1110N (INCLUDING ME LATEST SUPPLEMENTAL AMENDMENTS THERET0). THE -STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION; 2012 EDITION (INCLUDING THE LATEST SUPPLEMENTAL AMENDMENTS 1w2111). AND THE CITY OF .DLANTO RE SATISFACTIONOFOF THE PUBLIC WORKS DIRECTOR ORD SECIFICATIONS. ALL WORK R AAPPoWTEDII BE M�ESET'TATNE 2. THE APPROXUMTE LOCATIONS OF KNOWN EXISTING 050001 VUN0 UULTRES ARE SHOWN ON THE PLAN THE ARE PLOTTED FROM RECORD AND RED DATA. THE 00 1. ENGINEER ASSUMES NO LIABILITY LITY AS TO THE dACT LOCATION OF SAR LS TO O UN. WHETHER SHO. ALL UTILITY COLS FMOROT TO WORK OROEM NE THE TO DEMM�WE THE ENACT LOCATIONS OF UNDERGROUND ONES. 3. S MAY BE REDUWED TO HAVE SEAL COAT APPLIED AT THE OPTION OF THE 808U0 BUC WORKS DIRECTOR OR APPOINTED REPRESENTATIVE TYPE OF SEAL CAT S TO BE DETERMINED BY THE PLEUC WORKS DIRECTOR OR APPOINTED REPRESEMAINE . RESURFACE EX11NC ROAD WAY. AS DESCRIBED BY THE PUBLIC WORKS DIRECTOR OR APPOINTED REPRESENTATIVE TO WITTY INSTALLATIONS AND CONSTRICTION DAMAGE . OUSTING STRUNG SHALL BE REMOVED AND REPLACED AS NECESSARY. NEw AND PAVEMENT 0 808 SHALL BE WSTMIID W AcCORANCE WITH T424000 .P{AN APPROVED BY THE PUBLIC WORKS DIRECTOR OR APPOINTED REPRESEVTATIVE 6. CURB INSTALLATIONS AT LESS THAN 050 PERCENT GRADE SHALL HAVE CONSTRUCTION STAKES SET AT 125 FT. MAMMA, INTERVALS AND ALL CURB FORMS SHALL BE CHECKED FPROF. GERADE A ANY PLOCATION SIULL BEE O.DOI FT. MOWN DEVIATION OR RIOR TO ATION FROM DES SECTION 4215/4212 OF THE GOVERNMENT CODE REQUIRES DIG ALERT MM... NUMBER BE issue, BEFORE THE -ENCROACHMENT PERMIT- WILL BE VAUD. FOR YOUR DIG ALERT ID NUMBER. GALL UNDERGROUND SERYICE ALERT (TOLL FREE) AT 1-800-227-2640, TWO IVVR.. A15 BEFORE YOU DIG ELLS REPORT WTM LABORATORY TEST OF -R' VANE AND SOBS 072510 R0 STREET SMUCNRAL SECTION RECOMMENDATION SHALL SHE RENEWED AND APPROVED BY THE CITY PRIOR 1D ISSUANCE OF THE ENCR04CHMEM PERMR. ....MIT IT CONCRETE AVEMENT SECTIONS ON NEW STREETS GREATER THAN 3- THICK SHALL BE RACED IN A MINIMUM OF 1W0 LIFTS WWI THE UST LIFT BONG DELAYED UNTIL 95S OF ALL DEVELOPER CONSTRUCTION MS BEER COMPLETED. 1DPRIOR TO ROAD CONSTRUCTION. SURVEY MONUMENTS SHALL BE REFE(3NCe, OUT AND CORN. RECORDS FILED WITH THE COUNTY SURVEYOR. SURVEY POINTS DESTROYED THOSE POINTS PRIOR TO COMPI£IION ANFILED FOR D ACCEPT ANCE OF THE PROJECT. 1.SCES AND WASU EMITS STRIPING OWN CONFORM WEST AMMO --CAL RFORNkP1AC61ENT AND MOW.. AS SHOWN ON THE PLANS. ARE ESTIMATED AND THE 9NTRACTOR 15 THAT ALL FINAL OUANRR OF MERE AND WORK IN PUCE MY BE SOMEWHAT GREATER OR LESS THAN INDICATED ON THE PLANS ENGINEER'S NOTICE' MIDEBLIMUNILIMIZETES1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UT1LOY PIPES 0R STRUCNRS SHOWN ON THIS SET OF PLANS WERE OBTAINED BY AN EMANATION OF THE UNU0ES AREAPPRROXIMTE 20 DOUR ON µD L .0.5.. THEE OWNER BYACCEPTWN MESE PUNS OR PROCEEDING WITH 01PROVFMENIS, AGREES TO 42500E LIABUT AND 1O HOLD THE ENGINEEP HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UIi0080 OR STRUCTURES NOT REPORTED TO THE ENGINE., NOT INDICATED ON THE PUBLIC RECORW EXAMINED, NOT EXISTING IN THE LOCATIONS REPORTED TO DIE .OWE., OR NOT SHOWN ON RECORDS EXAMINED. TILE CONTRACTOR E REQUIRED TIT TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER OR STRUCTURES NOT SHOWN ON THE PUNS BUT FOUND AT THE SITE IT SHALL 00 BE THE COMM.. RESPONSIBILITY TO NOTffY THE OWNERS OF THE WILMS OR STRUCTURES OF CONCERN BEFORE STARTING WORK OR AS THE WORK PROORMES. WORKPLACE SARI, ALL CONTRACTORS AND SUBCONTRACTORS PER MENC WORK SHOWN ON R RELATED TO METE PLANS aMu 1 CONDUCT THOR OPERATIONS SD THAT ALL EMPLOYEES ARE PROVIDED SAFE POSE TO WORK AND THE PUBLICS .OILL.E. ALL CONTRACTORS A0MION1510AIISUBCONTRACTORS TINS SHALLOTHEYWITH THE 'OCCUPATIONALUS DEPARTMENT OF TABOR 0 WITH THE STATE OF CALIFORNV DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFELY ORDERS. THE CIVIL ENGINE. IS NOT RESPONSIBLE W ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS' COMPWWCE WITH SUCK SAFETY HEM/CATIONS. WE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE R008050BIINY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANDOY PROPERTN TMREWIRE...S IPPLYWo. mows. RE CONTRACTORY CONTINUOUSLY AND µD HOLD THE ENGINE. .HHARARE. FROM ANY AND ALL 0A&UTV. REAL OR AUTPED, CONNECTION WRN THE PERFORMANCE OF WORK ON THIS PROTECT. EXCEPTING FOR WELL ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER MENEM3LEIMMETIES: THE ESTIMATED OAMm. SHOWN ON THE P1AN5 ARE ONLY FOR THE PURPOSE OF OEWNING THE NECESSARY P.N. THE UNDERSIGNED ENGINE. DOES NOT G120 £ THE ACCURACY OF THE ESTIMTEO GUANm1E5. THE CONIMCTOR SHALL M80 HOWN OAMRY BEFORE SUBMRIING A BID FOR ANY PORTION OF THE IMPROVEMENTS THESE COVERED BY THESE PLANS THE 110GRAM.011 AND DRAINAGE OF THE SITE F00 BE. DESIGNED TO COMPLY WITH THE REQUIREMENTS OF APPUr401 F B IS CODES ORDINANCES, MID LOCAL AGENCY REO0RETAEMS. THE CONTRACTORS RESPONSIBLE FOR MAININNING SITE DRAINAGE ACCORDING TO THE PLAN VINO 6 CAUTIONED TO CAREFULLY COTE WITH MUTTUTT COMPANIES. LANDSCAPE CONTRACTORS OR OTHERS. WHOSE INA444.00MIATIDNS MY ADVERSELY MFLCI THE DRAINAGE OF THE STE. THE ENGINEER OF RECORDS NOT RESPONSIBLE FOR ANY STE CONDITIONS OR CHANCES TO THE DEIGNED GRADES OR SW.. RESULTNG FROM WO. CONDUCTED BY OTHERS EXISTING HAZARDOUS MATERIALS THE EXISTENCE AND LOGO OF FNL.R0005 MATERIALS HAS NOT BEEN REM.. BY THEGUOONARY MFn SHOWN ON THESE PUNS THE CONTRACTOR 6 ROWITED TO TAKE DUE PR DCSTNG HAZARDOUS MATFR'A1 cOUTN PLACE IE PROVIDE SUITABLE DISPOSAL ITANT 11 BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE MERE) OF KNOWN ILVAR0005 M DNA. BEFORE STARR. CONSTRUCTION R STALL BE THE CONTRACTOR RESPO S .BILRY TO PROTECT ME RING L UTE AND PERSONNEL FROM CONMEATION OF KNOW HAZAR CONSTRUCTION PLANS FOR ZANJA TRAIL AND GREENWAY PARK, PHASE 2 CITY OF REDLANDS, CA CONSTRUCTION NOTES QUANTITIES ONSITE (PARKING LOT IMPROVEMENTS) Q PROTET RAGE Q REMOVE AND DISPOSE NOT USED 3A 54WCMT .STIN PARKING LOT AVEIAENT ® CONSTRUCT 6- PLC CURB PER SPPWC S1D 120-2 TYPE Al-6 (560-C 3250)(P080045T TO SPIRE SPECIFICATION. SEC. 302-6) 238 1F © DUMBT. REMOVE AND 06P05E OF EXISTING BERM IF ® 14 CONSTRUCT 0.25' ANN. T CONCRETE OVER 035' CRUSHED AGGREGATE SEEM AA-0..09 TOCR ® CONSTRUCT PERVIOUS CONCRETE PAYING PER DEWIS SHEET C-1.4 15257 5F ® CONSTRUCT SW x ]2' THICK RONFORCEO PM HEADER V. 9. COMPACTED SUER.. PER SPPWC SPECIFICATION. SEC. 392-6. T20 LF ® INSTALL /9(U X TS(W) X 5.25-(H) CONCRETE WHEE1510P. FA C) CONSTRUCT 12- PCC RETAINING CURB (560-C3250) IF ® PAINT WHITE) PARKING STRIP PER MANS LF ® INSTALL 3' ME COBBLESTONE SWALE PER UNDRAPE PUNS 10 5F 13 CONSTRUCT CURB OPENING PER DETAIL SHEET C 4 EA Q STENCIL 2NRN4TIOWL SYMBOL OF ACw0IBILTY STALL EMBLEM PER FAL04C 1 EA ® PAINT (BIRD PARKING SRKPIN PER PLUS 164 TF OFFSITE (STREET IMPROVEMENTS) Q] SAWCUT AND R LNG CRNEW Y AND DISPOSE PROTECT Dam. 1191 IF OCONSIRUCT 4- THICK PLC SIOEYALK (560-C 3250) (PURSUANT 00 SPPWC SPECIFICATION SEC 302-6): SCORING WEEKENEO PLANE OINTS, EXPANSION JOINTS S4411 BE PERFORMED TO SPPWC SPECIFICATIONS, SEC 302-65. 201-3. 42 303-5.4 COMPACT SUBCRADE 10 95S P. CRY OF REDLANDS STANDARDS 0PROTET IN P.CE ®UA550 51150 5.SroMATERIAL µo BACK OF CURB IIFFN911TTABLLETH DEWALK COMPACT FOR SPPWC SPECIFICATION. 860 5F GDAOJUST TO GRADE (2)CONSTRUCT r THICK PCC CONCRETE (560-C-3250)(PER SPRIG SPECIFCATION. SEC. 302-6) WITH INTEGRAL COLOR STAMPED VEHICULAR PAWN. PATTERN: RANDOM AWAIT STONE FIT SCONELO 0R APPROVED EQUAL COLOR TO BE C-21 A00BE TAN / A-25 U CR45ETA BROWN. AMINE RELEASE (323) 720-3030_ 1.800 50 ®SAWCUR REMOVE AND DISPOSE EXISTING SIO.ALE PROTECT ADJACENT SIDEWALK_ 12 IF ®SAWENSN WCUT AMIE. JOIN AYEMEM AT EDGE MEET EXISTING CO1,12E1 IF 240 l ]� INSTALL SIGN AND NTS 200' NOROH AND salmi OF CROSSING (PER MUIEN 6 EA. CD CONSTRICT 5 THICK PCC DOER (560-C-3250) INCLUDE EDGE CURB AND DETECT.. WARNING SURFACE TILES PER SW. STANDARD: SEC 302-6. SIDEWALKS AND RAMPS ARE TO BE PREPARED ACCORDING TO DETAIL SHOWN IN LANDS.. C019TRUCTION PLAN -PAVER oV. CONCRETE BARE SHEET LC-2P. CONSTRUCT CONCRETE PAVERS MODEL BRAN PILIRA BBY ORCO PAVING SNTNS OR APPROVED Film COLOR ORCOTTA PATTERN: RANDOM ASHLAR PHONE (951)66.8499 SCORING/WEAKENED MANE JOINIS/SX GAMIN JAWS SCULL BE PERFORMED mCU-5.4. COMPACT B OP BASE TO R5S PER SEC CITY OF IREWANDR-E5. k STANDARDS EXISTING FLOM,. PROFILE TO REMAIN ® CONSTRUCT PCC DRIVEWAY X WOW PER PLAN_ 14 5F <2Dcontsnzucr ASFIALT 50501424E DOER CRUSHED AGGREGATE BASE 1411C1 OUST( 5F)O28 TO CONOT USED ©NCI' USED (DREMD.E 50050 AVEMFM VINO Dt5a05E RARE SITE FOR CDNSmU000 OF ROM T ],920 SF ®J FLASH W WITH MAMY IMPRDLFMENIS _. _ 7LP ®EXISTING CURB AND GUTTER 10 REMAIN PROTECT IN PUCE CID eas NIC AG BERM TO REMAIN: PROTECT PLACE ®G0N51RULT 8- PEE 0502 AND GONER P. SPPWC STD. 120-2 TYPE A2-8 (2s0XPLI.WNT TO SPPWC SPECIFICATIONS): JOIN FLUSH WITH EX6NNG (5 ®�s193 !F ®SAWCUT. 85000E AND 015PO. OF EXISTING AC BERM 152 IF ® SAWCUT, REMOVE AND DISPOSE OF CURB AND GUTTER 34 ®CONSTRUCT r ;cc cu. P. SPPWC SD 120-2 TYPE A1-6 (WWI ESTING)(PURTUANT TO SPRING CURB AND GARTER/ C RB OIFICARON AND/ OR S BERM -6): JOIN FLU. 0 U ®CONSONCT r THICK PCC CONCRETE (5 0-C-3250)(P. SPPWC SPECIFlGN NS 302-6) ®INSTALL 5110. REMOVABLE 80LIA4D. 367I 4- DI., YELLOW OR SIMAR 407 8U CB mama PEDESTR.1 CRO".SINO SIGN W11-2 P. MUICO SPECIFICATIONS EA TOP OF CURB CONSTRUCTION NOTES (GENERAL): ROADWAY STREET 00EWALIC CURB RAMP. CURB AND ODDER AND DR.WAYS MY REQUIRE ERN. FILL OR CUT OF EXISTING GROUND. THE 0040177T1ES OF CUT AND TILL REQUIRED ARE ASSUMED TO BE INCLUDED IN THE MFASUR0 000 AND PAYMENT A THE WORK REV INVOLVED AND NO SEPARATE PAYMENT FOR GUT AND FILL WILL BE MADE TH6 INCWDES ALL ME PAYMENTS FOR DISPOSAL AND ALL WARM. OF SAND GRAVEL OR OTHER CONSTRUCTION MATE.. TO BE PLACED. 2. WAIL / WWA110N LINEN WITHIN ANY CITY STREET TO SE PLACED SHALL HAVE A NAMUM OF IS SE0 IN coN RETE ORROM FIR BEDDED NISHED SURFACE CONCRETE SNDADI IRRIGATION LINE IS LE 9.... WHIN THE PATH OF TRAVEL SHALL NOT EXCEED 5IN THE DIRECTION OF TRAVEL RAMP GRADES SHALL NOT EXCEED 3. (/310X) IN THE DIRECTION OF TRAVEL. MOSS SLOPS SHALL NOT MG . ]SS N ANY CASE 4. PRIOR TO TIC CONS0RUCUON OF ANY NEW WATER / IRRIAOCN ONE THE CONIRACRTR ALL FOR LOCATE AND VERIFY ME ADM. AND MATERIAL OF THE DIETING . STING HAT ./ 5. ALL ELEVATIONS SHOWN WITH PARENTHESIS ARE RELATIVE ELEVATIONS OF EXISTING FEATURES WHICH ARE TO REM N. ELEVATIONS SHOWN WITHOUT PARENIHES6 ARE INTENDED FOR NEW IMPROVEMENTS THE FOLLOWING INFORMATION BELOW WAS PROVIDED BY ON -POINT LAND SURVEYING INC. CASC ENGINEERING AND CONSULTING ASSUMES ND UABILID' W. REGARD TO ANY AND ALL INFORMTION SHOWN .LOW. 8FNOHMARK CITY OF REDLANDS BENCHMARK R-49 BRASS DISK IN TOP OF CURB EWE CDR ORANGE Sm66 AND COL10N AVE FIST OF END OF RETURN 44 =erotic = 1370.5.5E e RASIRCENI£RLINE OF CHURCH 17501: BENIEUI CENTRAL AVENUE AND STUART AVENUE BEARING BANG N00'03'13-E PER RS 56-51. SUmMOR'R NOTE CENI.LIN£5 AND TRENT OF WAY LINES SHOWN HEREON WERE ESTABUSNED BY RECORD INFORMATION FO RM TION AND DO NOT REPRESENT A RETRACE.. SURVEY PERFORMED OE PICTORIAL VIEW N.TS RA P ELEVATION VIEW S LU 53 2 U 0 ❑ 0 E- U CO CO Z 0 0 2 CO W S 0 cc HY Q rn CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK PHASE 2 PROJECT No. STREET IMPROVEMENT NOTES DI RT 1-200-22T-2600 UNDERGROUND SERVO. ALERT OF SOUVERN OWFORNIA NTS oviDeousin 1470 MST INK Fit DNB n 1 oov/ Tea-o,w PLANS PREPARED UNDER SUPERVISION OF SCHMIDT SC,* DESIGN 404100 GROUP C rvixxev PROJECT NO.:14-406 PLOT DATE: 11/21201S Letter DaevHclmn Mtn Revisions DRAWN BY: 1Y0 CHECKED EV: BS CHRISTOP.w u.1 MEN Date sn I 06 4 36 s1ae0 C-1.0 CD CD O CO O N APM169'9t2-003 hl APM 169-6127 04._ I APM 169-M-O(a — ORB RAW A - CET. -B- R/'a Z xt5M1Tr x�EXLR, WAfR/wIF' 1�"$p-01$ BERM ¢ �E VALVE ED B'MM Ssw NO. SWIH E-TRAIL� 20 GRAPHIC SCALE 0 10 20 OFFSITE (STREET IMPROVEMENTS) ' ^ 20' O SAWCUr AND REMOVE EXISTING DRIVEWAY AND DISPOSE PROTECT FXIS0N ADJACENT CURB AND CUTTER ©JOINTS, EXPANSION JOINTS SHALL BE(PERFORMED TO SPPWC SPECIFICATIONS, SEC 302-6S.(puRsuavr TO SPPWC SpECIFICATION. 201 3. & 3035.4 COMPACT RARE SUBCRADE TO SRC PER CT2 OF REDLANDS STANDARDS. ®PROTECT IN PLACE 0 USE 01I5RNc s0E MATERIAL FOR BAGEFILL UNDERNEATH SIDEWALK AND FOR AREAS BETWEEN SIDEWALK AND BALL( CUTS IF SUITABLE AND COMPACT PER SPPWC SPECIFICATION. ®Aausr TO GLIDE O CONSTRUCT 2' TRICK PCC CONCRETE (560-C 3250)(PER SPPWC SPECIFICATION. SEC 302-6) WITH INTEGRAL COLOR STAMPED VEHICULAR RAMC. ATIERB RANDOM AHLAR STONE SY SCOFIEID OR APPROVED EQUAL COLOR TO BE C-21 ADOBE AN W/ A-25 LA CRANIA ANTIQUE RD FAR, (323) 220 0 CD54WLUT. REMOVE ND DISPOSE COSTING SIDEWALK: PROTECT ADJACENT SIOEWA4X CD SIWCUT PAVEMENT: ensmc AVEMENT A EDGE MEET EX6NN S PROFILE ©INSTALL SIGN WIT-2 AND WI6-OP 200 NORM AND SOUTH CR059NG (PER MUTCD) l� CDNSIRUCT 6 MICK PCC SIDEWALK (560-C-3250) 1NCLUOE EDGE CURD AND VUELTABLE W WING SURFACE TILES PER SPPWC STANDARD, SEC 302-6, SIDEWALKS AND RAMPS ARE TO BE PREPARED ACCORDING TO DETAIL SHOWN IN LANDSCAPE CONSTRUCTION PLAN PAVER OVER CONCRETE BASE. SHEET LC-2.0, CONSIRUCT CONCRETE PAVERS MODEL BRA' PIETA BOMM BY ORCO ANNC STONES OR APPROVED EOLW. COLOR: ORCOTTA ATTER. RANDOM ASHLAR PHONE (951)685-849B. SCOT NG/WEN(EHEO PLANE JOINTS/EXPANSION JOINTS SWILL BE PERFORMED 1D SPPWC SPECIFICATIONS SEC 201-3. 302 63. & 30 -5.4 PACT SUBCRA➢E BASE TO 95n PER CRT OF REDLANDS STANDARDS DOSING FlDWLINE PROFILE TO .VAIN CES!...!ATseHLICT PCC GdV6¢A -AD WIDTH PER PLAN m CONSTRUCT A4i4LT CONCRETE OVER LRIIAIED AGGREGATE SASE: TO LOITCH EXIT. NOT USED ©N USED ®REMOVE FXISTINc AVEMENT AND DISPOSE PREPARE STE FOR CONSRUC1ON OF REM (3) JOIN FLUSH WITH WALKWA PROVEN.. ®00400G CURB AND GUTTER TO REMAIN PROTECT PLACE ® EX150N AC BERM TO REMAIN: PROTECT IN PLAICE ®CONsmucr HJOIN FLUSH1P C CURBISTICAND GUTH.B ANDLPER 5T0. 120-2. TYPE A2, (560-C-325D)(PURSU4NT TO SPPWC 000000ARON51, ®54WCU5. REMOVE AND DEPOSE OF EXISTING AC arm (21, 4WCOL REMOVE ANO OLTOSE OF CURB AND GETTER ®CONSTRUCT 6- PCC CURB PER SPPWC STD 120-2 TYPE AI-6 (560-C-3250)(PURSUANT TO SPPWC SPECIFICATION SEC 302-6): JOIN FLUSH WITH eas-nNc CURB AND CURER/ CUl AND/ OR AC BERM DCONSTFUCT HICK PCC CONCRETE (560-C-3250XPER SPPWC SPECIFIGOONS 302-6) IZO INSTALL SINE) REMOVABLE BOIARD. 361H DV., YEUDW DR SI1.00Al2 ®INSTALL PEDESTRIAN CROSMO SC W11-2 PER MARCO SPECIFICATIONS AP70169e151o21 aA aie R,iw _ 5£SR.0 DETAIL CDETAIL Iv IDS .9 .1O•••-• — R,W-- APN' 1893002$ BS APIk 169-921-002 3 PF , NS THIS AREA 21 �4---.�g- I ip- a,, ' 8' WM { CR rU ��.... w11YB1. 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REMOVE AND DISPOSE OF 04005G AC BERM ® CONSTRUCT 0.25 ASPHALT CONCRETE OVER 035 CRUSHED ...GATE BASE ® CONSTRUCT 0ERV10 CON RETE AWNS PER DETAILS SHEET ()CONSTRUCT 'IV 72' MICE REWsueL70 PLC HEADER OVER 5z COMPACTED SU4RCADE PER SPPWC SPE0FICAn EC 3C2-6 ®INSTALL 41E) X 2.5(W) X 5251H) CONCRETE WHEFLSIOP Q roU CT 12 PCC ROAM CURB (5 -C3250) ® PINT (mint) PARK NG STRIPING pax PLANS ®INSTALL 3' WIDE COBBLESTONE 5 ALE PER LWDSCIPE PLANS ®CONSTRUCT CURB OPENING PER DETAIL SHEET C-1 ®STENCIL INRRNARONA 50060E OF Accassur STALL EMBLEM PER C4IDAG SPECIFICATIONS ®PAINT (BILE) PARKIN SIRPN0 PER PLANS BOUNDARIES... 115W (ESPorNo LINK 6IOW ID RIGHT 0 a PROTRIT LIFE RIME car 01, OONSTRUCTONLEGEND tit I :1 YCHfOVR Sf LNC T4' I'30' 30 IA LLL"\LL• APM1&952100�00T.2(p}'' a- w AIDE Par ITN - R'ki69-SO-004 a .. 30 • 10045 AR Kra. $'PAVER OVER CBKIETE ENV. SHEET LC-2.01 FCC =R E DETECT.= 440406 TILES �✓ A74P0-161-a44 CDslav /I O� 1 . , =si � f r SItFIWJ( STOW EMIN IN.ET 30 00' GRAPHIC SCALE 2 0 O 120 CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. DETAIL SHEET KEYMAR NTS eAS .0 M14 eooul DRIVE PR (NW)W) Tae-4706 PLANS PREPARED UNDER SUPERVISION OF. 4110101ID SCHMIDT gx,* DESIGN 410404P GROUP PROJECT NO_14-406 PLOT DATE 11/212019 OeeviPLPn Dab VA N Revs A DRAWN BY: TTO CHECKED BY BS CHRSTOP6HERGOMM souacm pate TACILEIES sW4l 07 P 36 C-1.1 co O N (n t— DJ W 05 O 0 Z 0 U 05 00 0n 0 O N 40 a 00 0 3- W Q Q F- Q Q N rn ONSITE (PARKING LOT IMPROVEMENTS) ®PROTECT IN PLACE ®REMOVE AND 015PDSE @NGr USED (DEAWCUr FASTING PARKING (AT PAVEMENT ®CONSTRUCT 5' PCC CURB PER SPPWC STD 120-2 TYPE AI-6 (560-0-3050)(PURSUANI TO SPPOC 000000400N SEC. 6) ®SAWCUD REMOVE AND DISPOSE OF EXISTING AC BERM @CONSTRUCT 0.25' ASPHALT CONCRETE OVER 0.35. CRUSHED AGGREGATE .SE ® CONSTRUCT PERVIOUS CONCRETE AMC PER DETALS SHEEP @CONSTRUCT 857 7HDK REINFORCED PCC REAMER 0403 950 COMPACTED SUBRGADE PER SPPWC SPEOF]CARON. SEC 302-0 ®INSTALL <TI.) X ]S(i8 X S S'(H) CONCRETE WHEESSTO @CONSTRUCT PCC RETAINING CURB (55_75 50) @PANT (YFMIO PARING STRIPING PER PUNS 0 imsrA L S' WIDE COBBLESLON 5 aF PER UNGS5ME PWIS ®CONol000r CURB OPENING PER Den, SHEET C-I ®51ENCR INTERNATIONAL SYMBOL OF ACCE5515LIY STALL EMBLEM PER 084000 SPEOF0ATIONS ®PANT (BLUE) PARING SRRWING PER PUNS OFFSITE (STREET IMPROVEMENTS) (MS4WM AND REMOVE FXIS0NG DRIVEWAY AND D.C. ➢ROTES EXISTING ADJACENT CURB AND GUTTER CD CONSTRUCT *-THICK PCC SIDEWALK (560-0 3250) (PURSUANT TO SPPWC SPECIFICATION. SEC 302-6): SCORING WEEXENED PLANE JOINTS, EXPANSION JOINTS SHALL BE PERFORMED 10 SPPWC SPECN0GA0ONS 5EG 302-65. 201-3. A: 303-5.4 COMPACT SUBGRNE TO 95S PI. GIN OF REDLANDS STANDARDS. ©PROTECT IN PUCE (MUSE EXISTING 5RE MATERIAL FOR BACKRLL (UNDERNEATH SIDEWALK AND FOR ARC BETW¢ SPECIFICATION AND BACK OF CURB IF SU?ABNE AND COMPACT PER ®ADDST TO GRADE CD ca.-moor r 04IX PLC CONCRETE (se C-3250)(PER SAPNC SPECYBun SEG. 302-6) WITH INTEGRAL COLOR STAMPED VEHICULAR PAVING PATTERN: RANOOVI AM. STONE BY SCOFIELD OR APPROVED EVIAL . COLOR TO BE C-2 2�ADOBE TAN W/ -25 LA CRASETA BROWN. ANTIUIE Rcl cecF (3TS3 ) J20 6T0 (y�54WCDT ROANE AND DISPOSE COWIN 90LWALID PROTECT ADJACENT SIDEWALK (MSAWCUT P200M8NT: JOIN EXISTING AVEMENT AT EDGE MEE, EXISTING STREET PRORLE CTDIN D SIGN W11-2 AND W16-9P 200 NOR. AND SOUTH CROSSING NG (P ® CONSTRUCT 5 THICK PCC SIDEWALK (560-C-3250) INCLUDE EDGE CURB AND DETECTABLE WARNING SURFACE TILES PER S0PWG STANOMO: SEG 302-6, SIDEWALKS AND RAMPS ARE TO BE PREPARED ACCORDING 10 DETAIL SHOWN IN LANDSCAPE CONSTRUCTION PUN 'PAVER OVER CONCRETE BASS SHEET LC-2D CONSI RUCT CONCRETE PAVERS MODEL BRAN BOW BY ORCD PAVING STONES OR APPROVED EDUAL COLOR: CRCOTT2 PATTERN: PATTERN: RANDOM ASHLAR. PHONE (951)685-8498. SCORING/W.1.ED PLANE JOINTS/OYANAON JOINTS au 18E PERFORMED TO SPRING SPECIFICATIONS. SEG .1 3, 302-6.5. & 303-S4: COMPACT x BASE TO 95S PER CRY OF REDLANDS STANDARDS: IXLSON FLOWUNE PROFILE TO REMAIN ®CONSTRUCT P. DRIVEWAY Tr WIDTH PER PLAN. ®CONSTRUCT ASNAIT CONCRETE OVER CRUSHED AGGREGATE &LSE TD MATCH EXIST. GRIT USED ®N USED t®� EXISTING AVE0EM AND 015705E PREPARE � FOR GONS1RUC0D0 OF GB.. FLUSH WITH WALKSMOVEMENTS GO EO511NG CURB AND GUTTER TO REMAIN. PROTECT IN PUCE (Denson! BERM TO REMAIN PROTECT W PLACE (2D CONSTRUCT PCC CURB AND GUREIR PER SPPWC STD. 120-2 TYPE A2-8 (550-C 3250)(PURAL7Nr TO SPPWC SPECIFICATIONS); JOIN FLUSH WITH COSTING CURB AND CuTIER ® SAWCU! REMOVE AND DISPOSE OF EXISTING AC BERM ®SIWGUT, REMOVE AND DISPOSE OF CURB AND GUTTER ® cT a- FCC sox SPPWC STD TM- 1YPB AI (5 o C LS4)(Pll WC SPECIFICATION. SEG 302- ): JOIN FLUSH WITH EXISTING CURB AND GUTTER/ CURB AND/ OR AC BERM ®CO CT r Iwooc FCC CONC.RBIE (s 3250)(PER SPPWC SPE50CA0O 3022-6) ®ANSTAII 5TE9. REMOVABLE BIHJARU. 36'H 04, MID SIMILAR ®1NSIALI. PEDESTRIAN GROSSING SIGN W11-2 PER AURA SPECIFICATIONS CURB DETAIL 'D' - CURB RAMP SCALE I A DIM. M: EOM CURB DETAIL'C' - CURB RAMP BOUNDARIES LEGEND LOOT OF SMCD Cr WAY IfORl P512W7Y LBW RIOT OF RAT CONSTRUCTION LEGEND I I WNLOLAR STARVE IEHI04W BUIX, SEE 'PAVER CWR NLR E SASE. se5r LD-2 PCC CONOnE DDECTAE c RAN= IAES BST. B. • -0/W— APPk189-3KR-015'. CURB DEtAIL'B' - CURB RAMP SCALE APF 169-3I2-003 �F �—CWWYAY T CURB DETAIL 'A' - CURB RAMP CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK PHASE 2 PROJECT No. ADDTIONAL DETAILS FOR STREET AND SIDEWALK IMPROVEMENT PLAN eA Pa teva) 0444-a FAX As) ma -ma PLANS PREPARED UNDER SUPERVISION OF WL®QGI SCHMIDT liit 3: DESIGN OS* GROUP PROJECTNO.:14-406 PLOT DATE 11/21201S tallar Da saNYwn Dab Revlslo10 DRAWN BY: TYO CHECKED BY: B.S CMSDPHER 9OM. Gate sa4A: 08 M 36 SMe Na. C-72 Ifl O co O O C 61 CURB DETAIL 'E - SIDEWALK .DL APR 169-02H 703 1407. ©1402.e AP/$169-321-054 CURB DETAIL 'E' - CURB RAMP AND SIDEWALK NRP3 M *6 DI6 S SILEYALK OFROVELOOS" ILL SMERNX F cO ..._.__.1 CURB DETAIL 'F - CURB RAMP IX1S. F/P AM 170-24-044 BOUNDARIES LEGEND PWIIPRbr SW OW Ewa m. UST OF KW STffLO RAW CF RAT — — IMIT O CONSTRUCTIONLEGEND III IEHIDLAR STAIPTNC ONSITE (PARKING LOT IMPROVEMENTS) 0 PROTECT IN PLACE REMOVE AND DISPOSE 10 NOT USED Q SA UT EXISTING PARKING AVEMEM COH S ®NUG! 6' PCC CURB PER PPWC SID 20-2 TYPE 1 (560-C-3250)(PURSUANT TO SAPWC PEDIFIC400N SEC 302-6) Q SAWCUT. REMOVE AND DISPOSE OF E 80154 AC BERM ()CONSTRUCT 025. ASPHALT CONCRETE OVER 0.35. CRUSHED AGCRECAIE BASE CONSTRUCT P6611045 CONCRETE PAVING PER VET. S SHEET C-1. M Cr DIV = 12 THICK REINFORCED POO NF,<OFR Over s6 COMPA0TEO SUBRGADE PER SPRIG SPECIFICATION .C. 302-6. Q INSTLL 4'(U 75'(6) X 525"0') CONCRETE WHEELSIOP Q CONSTRUCT 12" PEG RETAINING CURB (560-C3250) ®PAINT (WMTE) PARKIN STRIPING PER PLANS Q INSTALL 3' WAO COBBLE510N SWALE PER LANDSCAPE PLANS °CONSOAUCT CURB OPENIN PER OEM SHEET C-1 Q ST.CX I I. 0ON0L STM6OL CCE55BILTY STAL. EMBLEM PER CAW. ATIONS ®PAINT (BUIE) PARKIN SD. PER PANS OFFSITE (STREET IMPROVEMENTS) 05AWCUr ANO REMOVE EXISTING DRIVEWAY ARO DISPOSE; PROh2T EXISON ...CENT CURB AND GUTTER CONSTRUCT MICK ©SPECIFICATION. SEC 302 6); SCORINGSIDOVALK ( WEEKENED Pu�POJOw15, ESAUANT TO NSOON DIMS SHALL BE PERFORMED TO SM. SPECIFICATIONS, SEC 302-64 201-3, R 262-5.6 COMPACT SUBG0ADE TO 95F PER CRY OF REDLANDS STANDARD. CD PROTECT 00 PACE O USE WALK ANO FOR AREASG5[SITE MATERIAL FOR BACKS. IF N SSE.. AN RACK OF CURB IF SUITABLE NEATH AND COMPACT PER SPPWC SPECIFICATION ®SOVIET! TO G0DE OCONSIRUCT 7 THICK PCC CONCRETE (560-C 3250)(PER SPPWC SPECIFICATION. 556 302-6) NTH INTEGRAL COLOR SOUSED V6NICULAR PAVNG. PATIERM DOM AHAR STONE HT SODBED OR APPROVED EQUAL COLOR TO BE C-21 ADOBE Tax W/ -25 A CRAB BROWN, ANTIQUE RELEASE (323) 720-3 497 S.C.. REMOVE AND DISPOSE EXISTING SOEWAIX; PROTECT ADJACENT SDEWALK ®per 01PAVE5551) JOIN E%ISIING PAVEMENT AT EDGE; MEET EMSIING SREET Q INSTALL SIGN -2 AND W16 NORM NORNO SOUTH CROSSING (PER ®505510 05 WARNNG SURFAPCOCE TILES (PER SPPWCSOSTANDAR. SECINCLUDE E302R6NAR0 SIDEWALKS AND RAMPS ARE TO BE PREPARED ACCORDING TO DETAIL SHOWN IN LANDSCAPE CONSTRUCTION PLAN PAVER OVER CONCRETE BASE' SHEET LG-20: CONSIItULT CONCRETE PAVERS, MODEL BRAN PIETRA BOW BY ORCO PAVING STONES OR APPROVED EDU9L COLOR ORCOTA PATTERN: RANDOM ASHLAR. PHONE (951)665-BM98 SCORING/WEAKENED PLANE JOIDNTS SIGN J NTS SHALL BE PERFORMED SUBG� BASE i0 95z TIONS. SEC. 2 RE0IAN20 6STANDARDDS" ESIING FLOP.PROFILE TO REMAIN ®C NSTR.CT PLC RN6NAT X mar PER PLAN. ®CONSTRUCT ASH4LT CONCRETE OVER CRUSHED AGGREGATE PASS TO MATCH EXIS. a) N USED ION USED CO REM EXISTING AVENENT AND DISPOSE PANE FOR NSIRUCOON ITEM FUJSHWRH axw2T IMPROVEMENTS ) EXI511NG CURB AND GUTTER TO RAIN. PROTECT PACE CD DUSTING AC BERM TIT REMAIN: PROTECT PLACE (jam CONSTRUCT POD C RB MO GUTTER PER SPPWC STD. 120-2, TYPE A2-6 s60-C-3250)(PUPSUANT SPPWC 5P£0FlCATI5 5); JOIN FLUSH WITH EXSRNG CURB AND GUTTER ®.W.UT. REMOVE AND DISM'ISF EXISTING BERM ® SAWCIIT. REMOVE AND DISPOSE OF CURB AND CURER ® consrwor PLO CUR PER SARNO STD 120-2 TYPE A (560-C-3 O)(PURSUANT TO SPPWC SPECIFICADO SEC 02-6): JOIN FLUSH mar EXISTING CURB AND GIRTEIr/ CURB AND/ OR AG BERM ®CONSTRUCT Y THICK PCC 5CWCIAETE (565-C 325)(PER PPWC SPECIFICATIONS 302-5) (DINS.. SFS REMOVABLE BOUARD. 3671 004 161JDW OR SIMILAR ® INSTALL PEDEARIAN CROSSING SIGN W11-2 PER MU20 SPECIFICATIONS 4950U6 BRICK. SEE PAVBU MS, 10 EA., B9Er0D2.0' FCC CAERE. BABYING TILES CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. ADDTIONAL DETAILS FOR STREET AND SIDEWALK IMPROVEMENT PLAN KEYMAPR NTS arogavgvrz- PX. NM) rwoe'a FAR 4.R) 10-01 PLANS PREPARED UNDER SUPERVISION OF' SCHMIDT 0L,,ri` DESIGN 4111048$4i9 GROUP PROJECT NO.:14_406 PLOT DATE 11212019 Letter DeaviFtivn Date Re5ls1O DRAWN BY: RO CHECKED BY BS AFAAHHIS MOTOR. SWAN voaEcrvx 0Eb ,,col 09 36 Drams ri C-1.3 O 0 a) N cn Z 0 0 0 z E U CC 5- co 0 0 0 W D. cc 0 d Q cc co 0 K QZ rn N T ACCE.6. PAPoCINc0� ti. USUTOOINCNZONNE '•rr: .,.,,s. ry_.a 0 1. ' AC'.. aARlax4e sPA It eQ /GE5 TO AIN0 Y' L SEE SHEETCI2 DETAIL B' j , , CURES OPBINO DETAIL - NO ar AIF 7 OFFSITE (STREET IMPROVEMENTS) OAWM AN0 REMOVE Ex4SpNc DRIVEWAY AND DISPOSE: PROTECT EASRNc A014CENT CURB AND GUTTER OCONSTRUCT THICK PCC SIDEWALK (560-C 3250) (PURSUANT TO SPPWC SPEOFlGRON. SEC 302- )1 5000ING WE4(ENESPECIFICAITCNS . PIANESJ01� 1 m.303-5SION 01NTS COMPACT s11 PERFORMED 1ERTTom0F PER CITY OF REMANDS STANDARDS CT cjEworecr PLACE CVO. EXISTING SITE MATERIAL FOR 040RRLL UNDERNEATH SIDEWALK AND FOR AREAS Bu120N SIDEWALK AND BACK OF CURB IF SURABLE AND COMPACT PER SPPWC SPECIFICATION. ®ADJUST TO DUDE O MNSFRUNTE 2 rn15/00 STAMPED 1/EM (550 FnNG PATTTE-RN: RANDOMauu0DSTONENE BYYD2-6) OFlELD OR APPROVED EOU4L . COLOR TO BE C-2 ADOBE TAN / -25 LA CRIMEFA BROWN ANTIQUE RELEASE (323) 220-3030 ®54WCUT. REMOVE AND DISPOSE EXISTING SIDEWALK; PROTECT ADJACENT SIOEWMK ®S4555r a4EMENT; JOIN D0NN Avaeura EDGE MEET D60Nc Sil¢ci PROFILE al INSTALL SON W11-2 AND WIS-OP 200' NORM AND SOUTH OF CROSSING (PER MURD) m 0113. WARNING SURFACE RACEME Pm SIDEWALK STANDAARD25SDEC. 30022-s EDGE 5EWCAua AND 01101 BE PREPARED ACCOROING TO DETAIL SHOWN IN LANDSCAPE CONSTRUCTION PLAN PAVER OVPR comERer BASH. 91EETTD 20: CONSTRUCT COx0REIE PAVERS. MO.. Etwl PIETRA 8OAu Er ORCO PAVING STONES OR APPROVED EOUAL COLOR ORCO4TA PATTERN RANDOM ASHIAN PRONE (951)665-6698. SCORING/WEAKENED PLANE JOINTS/EXPANSION JOINTS SHALL BE PERFORMED TO SPPWC SPMFT ATIONS SEC. 207-3. 302-0.5. AA 303-5., COMPACT SUBCADE E.. TO SS PER CRY OF REMANDS STANDARDS: DOSING FLOWUNE PROOLETO REMAIN. IO CONSDNICT PCC DRIVEWAY X MOM PER PLAN. m CONSTRUCT A544LT CONCRETE OVTR CRUSHED AGGREGATE VASE TD MATCH D6T. ®NOT USED KNOT USED OREM0VE M15UN AVEMENT AND 05405E PREPARE 511E FOR CONSTRUCNON OF RE4T ®JOIN FLUSH W. WALKWAY 1MPROVELLSNTS eDEXISTING CURB AND CODER TO REMAM. PROTECT IN PLACE ®EXLSONG AC BERM RJ RDMOL PROTECT IN PLACE ®CONSTROCT PCC CODA AND CUM. PER SPPWC STD. 120-2 TYPE A2-6 (s60-C-3250)(Pu SLUM ro SPPW0 SPBIBM.T 0N5); OW FLUSR W. £X.NNG CURB AND CUT ER CDSAWCUC REMOVE AND DISPOSE ExI511N AC BERu C 54WCIIf. REMOVE AND DLSP05E OF CURB AND GUTTER ®CONSTRUCT FTPCCN.0R5ECJ02-6): JOINFLUSH2w7M .STING CURBCANO COMM/CURB AND/ OR AC BFR. ®CONSTRUCT ]' TNC ( PCC CONCRETE (S60-0 3250)(PER SPP1C 5PEC1Flu0ONS 302-6) ®INSTALL STEEL REMOVABLE BOLLARD. 36M 4- DLL. YEl15W OR SM0AN ® INSTALL PEDESTRIAN CR055INC SIGN W11-2 PER MUTED SPEGOCI0 r't API* 789-313.018 47,sex as, FIFE OWLET MIST. 12' »gym Fs 6 /1PFF'180-313-021 MOOM CCS SES ,. O as Izze ERM -FETE EMEI = 00 00 s 10 = M OM ffi � MO OM IOW ,X WA 0�a =. MA MO NM OM M = MB B R/'----- —a— +s X API,194-313-015 APIk169-3Ci-014 APIkAPI,150'3p'U25 PP1169-313-025 03' WIDE COBBLESTONE SWALE N.TS ONSITE (PARKING LOT IMPROVEMENTS) OPRorro PQ REMOVE AND DISPOSE ®so,- USED I4 SAWLIR METING PARKING LOT PAVEMENT ®CONSTRUE PCC co. PER SPPWC sro 120-2 TWEE I- (560-C 3250)(PUSU4NT TO SPPWC SPECIFICATION. SEC. 3.-6) @S4WCUT. REMOVE AND DISPOSE or 5005NG AC BERM °CONSTRUCT 0.251 ASPHALT CONCRETE OVER 1.5' CRUSHED AGGREGATE BASE ®055519 cr PER40U5 CONCRETE PAVING PER 0ET2TS SREET 5tCONSMUCT eve x 72 THICK RONFORcso PLC NE..NE..OVER OR COMPACTED SUBRDADE PER SPPWC SPECIFICATION. SEC. 302-6. ®INSTAu 4'(1.) 2S(9 x 52510) CONCRETE WHED5T0P Q CONSTRUCT 12- PCC RETAINING CURB (560-C3250) ®PAINT (WHIR) PARMNC STRIPING PER PLANS 0 INSTAL_ 3' WIDE COBBLESTONE SWALE PER IAN05CAPE PLANS 0 CONSTRUCT CUR OPENWC PER DETAIL REEF °STENCIL IARONAL SYMBOL OF ACCE551BILTT STALL EMBLEM PER CNA4G ®NKr 4' (BLUE) PARKING STRIPING PER PLANS BOUNDARIES LEGEND D'Sw4PO4N LIMIT OF TOLL STRLD RIOR CF SAY FRRR USE RIMT Cr MY CONSTRUCTION LEGEND i�,il t.`..I VEINCIUR MICR. SEE PAVER 011R 550811 S15F, SETT LC-2.0- Fl2 CCNEEETE DETECTABLE FA¢VINO TRFS (000) rv- 1 SEE SHEET CI. DETAIL'C' MAR RP ANO PE WEE U ST SECTION A -A ax SYGR 8' THICK PERVIOUS CONCRETE PAVB.IENT MTS. SECTION B-B 8' TFICK PERVIOUS CONCRETE PAVEMENT CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK PHASE 2 PROJECT No. PARKING LOT IMPROVEMENT PLAN DI LE FREE 1-000-221-2600 MS CAW 470 DST 145 NEE) Tm-olo �FAR R((LT Issas PLANS PREPARED UNDER SUPERVISION OF. Also it 1 SCHMIDT s R, DESIGN 400 G 12.0 I7 P PROJECT NO.:14.406 PLOT DATE 11/2112019 Utter D.4P;0Gon Oda DRAWN BY: TYO CHECKED BY: SS CHRHRIST:WH 604TM Du n b s m 10 a 36 C-1.4 co 0 cra (V 07 0 £ 544.1 0. 11H Sr OEM GRAPHIC 1/Pet 0 20 40 NTS CHURCH ST (EAST) GRAPHIC SCALE 20 0 10 20 40 CSC PH. 19w)1v ro 4 ru 100m> Pen-moe N019'00'W 544.10-1 N89'4r9o'E 56999' Parcel Line Table Parcel L,ne Table un 0 Len91e MReeks un 0 Le 91n sectlon L1 ST 22' 55395E 132 4.34 512.11' 46295E L2 589' 40' 37 9W L33 17.12 SO' 07 .e4 E L3 Nr 31 52 Lac 24202 Se9' 520, L4 0.50' 589 14 44.55, 136 18.62 00' 4146E LS 5.52 50 24.837/ L37 521 N8 S3 5.6I5 L6 048 589.48.0e.orw Lae 73.S ear sr22.92E 6.51 1T 31 1'E L39 7.06G LO 13.04' 549' 32 24.590W L40 14.9T 50' 06 47.02E L9 1.32' 52 20 2227, L4 15..52 SO' 02 46.19E L10 0.42 N5T 39 37.73W L4 0.0 SO' 03' 4212E 1.1 .82' NI 56 2812E Lao eE 89' 55 45.2TE L12 12760 S54' 42' 31.805E L46 7.27' N. 40' 27 9'E LI or 5a9 46 48.7Y La ATE 42.e5 44.69.E Loa 7.29 599' 40' 93W 124 25183 58952' 05.46E 45 589 59. 9.385E 1.27 9.55 56 52 23.29E L50 1222 510' 57' 9E L. 2592 989. 52 2125E 751 1032" 589' SS 24.6400 L29 20 5004 37.64.E .0 50' 042 36.565E L31 9.62 S89' S5 2252W PLANS PREPARED UNDER SUPERVISION OF 4g0.4110. SCHMIDT 11,'.'!5110 i DESIGN E.I. GROUP Curve Table Curse nr Lemoth eau CI 4209 43804' 5.51 9.25 255.3 8.81' CS 625' 220T taS ca 4492 12112 C5 22r 5.0 2221 4.32 59.42 20 C8 14.16 179.98• 1.3T 180.02 CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. HORIZONTAL CONTROL PLAN PROJECT N0114-406 PLOT DATE 11/21/2019 Letter Description Dole Re DRAWN BY: TYO CHECKED BY: BS mr.su OPDote acsrr. a P sea 11 36 sheets Drawl C-1.5 O O N cu N EROSION CONTROL PLAN ZANJA TRAIL AND GREENWAY PARK, PHASE 2 CITY OF REDLANDS, CA EROSION CONTROL NOTES LLBE CREW EaEWMCANT"uOLTFO WAAVAIiABLON9TEAND STGIALLEDT NELOCATIONS THE WACONSTRUCTION OTAWRMY PAIRAW DAMAGED .05 ON CONTROL MENSURES. .P.1.5:I WHEN RAIN DAM' 15 NEWT. DEVICE SHAL_NDEVICE 0 TO �OE MOVED O DIFIEDWrtxO TITHE APPROVAL OF THE WWI ECTOR ALL PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE TT. END OF EACH OAS AS WELL AS THROUGH WEEKEN BAND HOLIDAYS AFIERA RAW ORMALL ALT AND DE&BSSHALL BE REMOVED FROM CHECK BERMS, DEALING BASINS AND OTHER.. ONT. DEVICES. ANY GRADED SLOPE SUREA 0.CTION I...AARE DAMAGED ODRA ARAN ORM 5vAu BE REPAIRED I MEOLAIELY FILL SLOPES NSTRUCDO SOEPERMETER MUST ORAN AWa F THE SLOPESAT THE END PEACH WORK ACC,DAV ON PREVENTION KAN(SWF., SMALL BE MAINTAIN TTUEC NARICTION ATE ANO BEALWAYSAANLAELE FOR RENEW. PROTECT ALLS ORM DRANAGE STRUCTURES FRO !INTENT CLOGGING PROM INLET OTEC TALL OPENINGS. VOA CONDUCT1N NSTRUCTON WORN DURING WET WEATHER. STORE CNSMUCTION RELA.0 MATERINS AWAY FROM DRAINAGE COURS6T PREVENT CONTACT WITH STORMWATER PLACE IMP PANS ORASSOROEM MATFWAI S UNDER CONSTRUCTION EOU WENT WHEN NOT IN USE a CLEAN UP LEAKS AND SPILLS MMEDIATELY USING ABSORBENT MA... AND DISPO OF PRO ERCY OLLECT AND REMOVE ALLB (A.A.., FROM THE SITE REMOVED ASPHALT MUST! DISPOSED OF. OPER SEEP WORK SITE MEAN AND 0 DER, DAILY SPAS PROPERLY STORE PUNTS AND SOLVENT. PERMANENTLY MAAS INADVERTENT D SPOSALOF RFSDUUSTRUCTURES AINTS.SGLVENTS ND ANTOTH VEDAt THE ASPECT! MIS, ALLOW,,tXTRUC=TELATA,54.ATERIAL A.STORAGE DESIGNATED ARE,. AND AVOID TRANS NEAR 5 56ATERWL ON SITE. OUSE WATERRON MPSIERS FOR MAI AND CONSIRUCRON WASTE 20. COLLECT SITE WU.. AS NEEDED. ESPECIALLY CORMORANT OR WAD MOONS ARRANGE FOR REGULAR WASTE COLLECTION ORCONT PANT TANERS OVERFLOW A. BRUSHES ANERS ARE TO BE CLEANED OUT O TITHE DESIGNATED AREA WHICH PRONDESF R THE FULL ON...ENT OF PANT LADE MAMA., RE510 E FOR PROPER DISPOSAL DESIGNATED52 PERFORM WASHOUT OF AREONLY WASTDT IGAREASSXALLS LOCATED AWAY FRO STORM ORNNG OPEN DLTCN"E5AREASIREETG OR ANY !MANAGE COURSE M. TEMPORARY SANITARY FACILITIES SHALL SEMNNTAINEol G00Dw0W0N0000FR0 A LICENSED MNNTENANCESERVICE ONTRACTORI SE RESPONSIBLE FOR UPDATINGTHIGPLAN WAR. OUT CONSTwcno5A , NgGATEANY AND ALL REVISIONAUPDATES ON THIS NAN 25. CONTRACTOR SHALL C UCT DPERASIONS IN SUCH A MANN R THAT STORMINATER WILL .CONTAINEDWITANAW PRO ECT FAEA OR CWANNEL5D I TORN DRAIN srb cM PROVIDED THAT EWAN GE 5 EPAE OE POLLUTANTS. SEDIM.TS AND DEBRA CITY APPROVAL OF PLANSOOESNOT RELIEVETHE DEVELOPERFROM CORRECTING ERRORS CROMISSO DISCOVERED DURING MEASURES ASARE LATER CONSTRUCTING AND'Io.0510N DUOM a FACILITIES PUBLIICC AANTAN"D PRICH VATE PROPERTY ASARESULTGG CONTROL CDTNSTRUCTiON oN ASS PROPERTY. 25 CLEARING AND GRUBBING LAD SE MITED TO AREAS TWILL RECEIVE IMMEDIATE GRADING.09 5V5U SE LEMENTED TO PROTECT AREAS MAI HAVE SEEN nF.•F AND GRUBBED. TIFSE MEASURES MAY INCLUDE BUT TO PRESERVE VEGETATION LIMITS FGRADINGMOPREVENTGEDIMENTDISGNARGEWALECONTRUGRDSAND ORGRAvEL SAGS. BARRIERS AND alT P.awc. CARE SNALL G N RDN 25 SEDIMENT COWROL SHALL E5 USED AT THE F ANY FROD BLE SLOPE 30. ONRUCTO SHALLI MEDIATELY RESTORE ANY DAMAGED EROSION CONTROL MEASURE IN THE AREA DISTURBS ONBTRUCUON ACTIVITIES. FACES OF FINISHED CAT AND FILL ACP. AMU. PREPOSEDAND AVNTANED TO CONTROL AGANA. PARIVINSNT CONTROL MEASURES nrAV SEEDING. PIANDNG DJUUTE WAITING THENPROTECIO THE AOPES SHALL SE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CA W NG FOR FINAL APPROVAL. ONTO AREAS WHERE IMPOUNDED WATER CREATF_SA NASARDOU CON RION. 33. CE WITH THE CALIFO�"TORMWA a AO H l SCAINED IN )STORRMWEAITERENT AND BM CONTROL IN EST MANAGEMENT PRACTICE OK HUM STREET S11c[rINC (SE-7) SHALL SE DONE ON WAREASMIAOAC.I. OFF -ATE AREAS NECESSARY TO LZE MAO(MG BASIS OF BEARINGS: CALIFORMA STATE PLANE COOROI TE SYSTEM. ZONE S TAKEN BETWEEN NATIONAL GEODETIC SURVEY CONTROL POINT DESIGNATION 'MA ASA COPS ARP'PLD.ONS820. ANAAWPPSCGN CS1.S OCRS ARP,10151-1704, BEING N82351155 NAD 83 EFO GRACE CO.UGATEO A STEELPANE SA B .;11IIIIIIiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.�A! 1� .,lIIIllllhllIII 111111111 Dual , :.'� TzvLANgST H1ECTOIooNUV E W CLE TICS E R PLAN NEW LEGEND PEEATE USHED REGATE CI SKTION B-B STABILIZED CONSTRUCTION ENTRANCE (MODIFIED) SCALE svmSoL DESCRIPTION EWE] MATERIAL STORAGE (WM ,WA192 E5A] NOTATE WASH T HI SANITARY HAZARDOUS WASTEMANAGEMENT(WM ) IOW I SANITARY WASTE MANAGEMENT(WM 91 ESQ 0055LEM.NAGEmENT(WNW EV] SOLD WASTEMANAGEMEMIWM1) LEGEND DESCRIPTION Mrs - ma= SF RaW0FBWDA H Fc1OARY A BEO ROLL LINEAR BARRIER (SSA EXISTIN GRADE GRAVEL 8AG CHECKOAM(SE.6) GRAVEL GBERMI E-BI SCNARG N. TFENGE LINEARBARRERISE 1) 51700.0 CGNSTRUrnoN INRANCED]T (TC1) CONSTRUCTION REFERENCE NOTES QUANTITIES Oj PLFMENTSHHHEISWEEPIN PERCASCABMP QINSTAL ABER ROLL LINEAR BAP.. PERCASOABrm SE6 0LF 0 STALL GRAVELS G CHECKDAM PERT/SOAMP SEA. SEA ® INSTALL SAL BINDERS PER MCA BMP EC-5 9271E SF OB NSTALI.GRAVEL BAG NEAR BARRERP0RCASOAOMPSE.O 636LE © INSTALL MODIFIED STABILVE0 C 0S0tULTONE0TRANCEFYR 6. 'WITH RUMBLE PLATES) PER CAS. BMP TGI ' 07 INSTALLVEL0cTDISSAPATIONOENCESP RCASOA0 PEC1 EA RAVABCAN SE USED IN PLACE ROLL CD LLI Q 0 Z 0 0 0 0 0 rn w cC C7 LY QQ IV CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. EROSION CONTROL PLAN KEYMAP NTS PLANS PREPARED UNDER SUPERVISION OF EMA'O SCHMIDT 419 DESIGN 040e) GROUP L. SAVA IW6 w-w.troM'"'Ix'"m .Drav PROJECTNO:14-406 PLOT DATE 1112112019 Law Daw Peon ONA Revisions DRAWN BY: TYO CHECKED BY: SS CSRIS03.ER BOATMAN Dote 12 0 36 DN IPBN C-2.0 N O O 0_ cn O CO N rn ou e s i _, _ "___ _____ -- (k::: .41 \_ -- — — UNIT OF MR CONSTRUCTION REFERENCE NOTES O TAIL SEER NOLLUNEAR BARRIER PER CASOA SNP SER. pINSTALL GRAVEL BAG CTEtlmAMPERCASOwBMPSEA. OF NSTALL SOIL BINDERS PER CASDA SNP ECS ONSTALLGRWEI.BAG NEARBARRIE PERCASO*S E.B. ® MrtALL AI DIETED uSTABILIZED COo SINON ENTRANCE/EMT INSTALL VSLOOTVOSSAPA DEVICES PERCASD EC-1 LEGEND SYMBOL DESCRIPTION EIEJ TERELSTORaGE twM-1.WM.Z CCW] CONCRETE WASHO T(wM8) EWE PETARD SWASTE MANAGEMENT SON. 3 B»NTTRVWABTEMANSCEMENTIwN.e Es] STOCKPILE MANAGEMENT,w,.G, eM1 0 WASTE MANAGEMENT(MMS) LEGEND SYMBOL DESCRIPTION RIGHT OF WA PROJECTS POE OLLLINEAR BARRIER tSES) COSI CRAWL EAR E«DAM CSEM GRAVEL BARBER,. ISGO FLOW DIRECTIO TFENCE LINEAR HARRIERI ,) ST8BtuZED STRUCUONENBUNCSIENTRC.1) CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. EROSION CONTROL PLAN NEYNIAI, 1--800-TP ID0 UNIX. It SEPOCZ ALERT F SOUTHERN =FORMA NIS BL )000) >d'e" iow) »-D,m PLANS PREPARED UNDER SUPERVISION OF IR-iZ4Itit SCHMIDT .4?"Ittt I* DESIGN 41104VS*! GROUP PROJECT 1,10.:14408 PLOT DATE:11E21/2015 Letter Deecnpttr. Date WWI Re DRAWN BY: TVO CHECHED BY: BS CEESTOPHST BOOMER BMA 13 B 36 G GINS C-2.1 N O N a co 0 OJ 1- z W 0 0 O 0 0 1- O CC co Z 0 N o_ cc >- >- w cc 0 1 Q Z N m mt- \I C) 0 m rO Z 0 8 m O 13 MATCHLINE SEE SHEET LOA 1 MATCHLINE SEE SHEET L0.1.3 LG 1.2 2019 0213 ZANJA TRAIL AND GREENWAY PARK PHASE 2 85% CONSTRUCTION DOCUMENTS 5 LLLL TOP OF CHANNEL SECTION CC SCALE ili'- 1'-0• SUNKIST FOOTHILL GROVES (PACKING PLANT) 16' LANDSCAPE DAYLIGHT AT NEW FENCE so EXISTING GRADE f� '." -y'` w 4° I - `f1� f ffi.' SWALE LAN DS CAPE 12' STABILMED PATH 15-6• SWALE G05 PROPOSED GRADE • MIN. CURB-0-LET DRAIN TOP OF SLOPE CONTRACTOR TO TAKE CARE NOT TO ENCROACH BEYOND TOP OF SLOPE AND INTO ZANJA CREEK CHANNEL TYPICAL - • EXISTING DEPTHMIN. FENCE was aas so ass C UNJACHANN .�� NOT I�15.� E '...rrr...r..� BIZA f so s.0ffi� BOUNDARIES LEGEND SYMBOL DESCRIPTION IDE MS UM GRADING LEGEND LG-1.3 GRADING SYMBOL DESCRIPTION G-01 41X1, RECTANGULAR UNDERDRAIN WITH CUR15-0-LET INLET AT EACH SIDE. MODEL AT AND>CPSP414H HUB PIPE SY CURBO-O-LET. NST NSTALL PER MANUFACTURER'S RECOMMENDATION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. COBBLE LINED SWALE. SEE LANDSCAPE CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. LIMIT OF WORK SHOWN DIAGRAMMATICALLY. LIMIT OF WORK AT EXISTING FENCE µ0� soo T -----a- LIMIT OF WORK SHOWN DIAGRAMMATICALLY. LIMIT OF WORK TO BE AT HINGE POINT. MORK 0 10 25 40 SELF D RIGHT OF WAPROPERTY SCALE. t•-2o•-0• o U FOR SHEET SIZE24•X BO. a DETAIL 1ILG22 ffi Sem nag _ I CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. LANDSCAPE GRADING PLAN BENCHMARK MONUMENT: 2. BRASS DISK IN TOP OF CONCRETE STRUCTURE MARKED •RM RESET 5-2000. LOCATION' SOUTHEAST CORNER OF WABASH VENUE AND COLTON AVENUE AS S OWN N CORNER RECORD 211-054, DATED MAY 2000. ELEVATION 1617330' KEYMAP NTS PLANS PREPARED UNDER SUPERVISION OF' 40 'eV trporacCa ant. SCHMIDT DESIGN GROUP lean Seanston Re Norts PROJECT NO.:14-406 PLOT DATE 02/13/19 DRAWN BY: KL LD, CT CHECKED BY: CT,JJ. GS o CHRISTOPHER BOFTVAN Dab DUALITY OF LIFE DIRECTOR sn:n, 15 0 34 sl.,. Cla.on9N LG-1.3 CO U J Z 2 0 0 0 0 U cc co 0 0 0 a) V) a x 5_ LY 0 >- K z Q Q tY F Q O CONSTRUCTION LEGEND: SYMBOL DESCRIPTION -THICK PEDESTRIAN CONCRETE PAVING. COLOR TO BE NATURAL GRAY, MEDIUM BROOM FINISH. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION. 2D PARKING LOT PAVING TO MATCH EXISTING ADJACENT PAVING. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION DETAIL 1/LC-20 p) EXISTING CONCRETE PROTECT IN PLACE SEE CIVIL PLANS FOR ADDITIONAL INFORMATION. 0. STABILIZED TRAIL SURFACE TRAIL SURFACE TO BE 31LG20 STABILIZED WffH'STABILIZER AND'STALOCK BY STABILIZER SOLUTIONS. PH: (714) 925.2882 INSTALL WITH ROLLED TRANSITION EDGE PER MANUFACTURER'S RECOMMENDATION. CROSS SLOPE OF WALKWAY NOT TO EXCEED 2% CONTRACTOR TO SUBMITSAMPLE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. INTEGRAL COLOR STAMPED VEHICULAR PAVING. RANDOM ASHLAR STONE BY SCOFIELD. COLOR C.21 ADOBE TAN WITH A-25 LACRESTA BROWN ANTIQUE RP] F4SE SEE CIVIL PLANS FOR ADDITIONAL INFORMATION. CONCRETE PAVERS MODEL GRAN PIETRA BOMM BY 41LC-2.0 ORCO PAVING STONES. COLOR: ORCOTTA PATTERN: RANDOM ASHLAR PHONE(951)-fi85.8498. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION. SCORE/ CONTROL JOINT. TYPICAL EXISTING TREE TO REMAIN, PROTECT IN PLACE CONCRETE CURB. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION. 6' RASED CONCRETE CURB. COLOR NATURAL FINISH: SMOOTH. TRUNCATED DOME DETECTABLE WARNING. CAST IN PLACE WARNING SURFACE ARMOR TILE COLOR YELLOW. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION. 21LC-20 4Y HIGH PRESSURE TREATED DOUGLAS FIR POST 1/LC-21 AND RAIL FENCING. 3.RNL FENCE TO FEATURE REMOVABLE POSTS 8 RAILS FOR CHANNEL MAINTENANCE ACCESS. EXISTING ELECTRICAL POLE TO REMAIN: PROTECT IN PLACE EXISTING LIGHT POLE TO REMAIN; PROTECT IN PLACE EXISTING CHAJMJNK FENCE ON RETAINING WALL TO EMAIN; PROTECT IN PLACE EXISTING CHAINLJNK FENCE TO REMAIN, PROTECT IN PLACE. TOP OF SLOPE/ HINGE POINT, NO WOR TO IS DONE INSIDE CHANNEL GATEWAY MONUMENT SIGN WITH PRESSURE TREATED HEAVYTIMBER TREWS STONE NEER COLOR DC RANCH. AVAILABLE THROUGH KRC ROCK OR APPROVED EQUAL HONe(8 0)572-7¢5. BOULDERS. AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE OR APPROVED EQUAL PHONE (877) 792-7625. INTERPRETIVE SIGNAGE PANEL REMOVABLE BOLLARD. MODEL 400-361S-1SL BY DUMOR COLOR TO BE FOREST GREEN PHONE (800) 598-4018. ALUMINUM DOG STATION. MODEL: 1003E (POST/SIGN/DISPENSER) BY DOGIPOT PET STATION. PHONE (866) T446652 TRASH RECEPTACLE MODEL OR-C1LL2436W-HODVER19 WITH HOOVER LID BY QCP COLOR TO BE'LATTE WITH CRAFTSMAN ETCH FINISH. LID COLOR TO BE BROWN. GRAFFITI COATING PER SPECS PHONE: (866) 7033434. 1/LC-2-3 4JL0-22 2/LGZ1 8ILC-20 7ILC.2.0 4/LG21 SYMBOL DESCRIPTION DETAIL Lk SOSTINGCULVERT TO REMAIN. CONTRACTOR TO PROTECT IN PLACE PEDESTRIAN CROSSING SIGNAGE SEE CIVIL PLANS FOR ADDRI ONAL INFORMATION. . W . COBBLE SIZE 4'-81 COLOR SANTA PE AVAILABLE 11LG22 THROUGH SOUTHWEST BOULDERANO STONE OR APPROVED EQUAL PHONE (BIT) 792-7525. M NEW ADAACCESSIBLE PARIONG LOADING ZONE 5,0.21 STRIPING. AND PAINTED CURB. COLOR: BLUE. SEE CML PLANS FOR ADDITIONAL INFORMATION. MI ADA PARKING SIGNAGE SEE CIVIL PLANS FOR 2)10-22 ADDITIONAL INFORMATION. EXISTING PARKING STRIP NG TO REMAIN TYPICAL ILI NEW PARKING STRIPING, TYPICAL. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION k DRAIN PIPE SEE GRADING PLANS FOR ADDITIONAL INFORMATION CONSTRUCTION NOTES: 1. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLANS Al F. ALL ANGLES AND CONNECTIONS ARE (90) DEGREES UNLESS NOTED OTHERWISE ALL COORDINATE POINTS AND DIMENSIONS ARE TAKEN FROM THE BACK OF CURB UNLESS OTHERWISE NOTED. 2 EXPANSION JOINTS SHALL BE AS LOCATED ON THE PLANS AND WHERE CONCRETE MEETS EXISTING WALLS. AND CURBS EXPANSION JOINTS SHALL BE SFAI PI TO PREVENT MOISTURE SEEPAGE AFTER CURING. EXPANSION JOINTS ON WALKS TO DOA MAXIMUM OP30'-0.ON CENT. 3. ALL CONCRETE SHALL BE A MINIMUM STRENGTH OF 2500 PSI T 28 DAYS FOR SIDEWALKS FINISH SHALL BE AS NOTED ON PLANS. 4. ALLP)NISH SURFACES INCLUDING CONCRETE PAVING. DG, AND NATURAL SURFACE PATHWAYS SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER ALL FINISH SURFACES SHALL MAINTAIN POSITIVE DRAINAGE INTO LANDSCAPE OR TO STREET. CROSS SLOPE OF ALL PATHWAYS SHALL NOT EXCEED20.. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFUCTSMAINTAINING DRAINAGE 5. SCORE JOINTS SHALL BE AS SHOWN ON THE PLANS OR SET (ATYPICAL ON CENTER SPACING AND ALIGN. 6. NO DEVIATIONS FROM PLANS SHALL OCCUR WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. T. ANY PROPOSED WORK THAT ISINCONSISTENT WITH COMMON, SAFE CONSTRUCTION PRACTICES SHALL BE BROUGHT TO THEATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH CONSTRUCTION. 8. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO BIDDING 8 BEGINNING CONSTRUCTION 9. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. 10. CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL APPLICABLE FEES TO CONSTRUCT THE PLANS THE CONTRACTOR SHALL HAVE ENGINEER OF WORK OR LANDSCAPE ARCHITECT VERIFY ALL CONSTRUCTION STAKING LOCATIONS PRIOR TO INSTALLATION OF CONCRETE PAVING, STAIRS,ANDOG PATHWAY. 12 THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING AND RE -STAKING REQUIRED TO COMPLETE THE PROJECT. 13. ALL HARDWARE SUCH AS NAILS. BOLTS, FASTENERS ETC. SHALL BE 316 STAINLESS STEEL OR HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AS NECESSARY 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT'S REVIEW 0APPROVAL FOR DETAILS AS NOTED ON THE PLANS AND SPECIFICATIONS. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF THE SITE AND PROVIDING ADEQUATE SAFETY MEASURES DURING CONSTRUCTION ON A 24 HOUR BASIS. 17. ANY CREDITS AND/OR DEBITS SHALL BE REPORTED TO LANDSCAPE ARCHITECT AT TIME OF OCCURRENCE FOR PROPER VERIFICATION AND/OR APPROVAL PRIOR TO COMMENCEMENT OP RESULTING ACTION. 18. CONTRACTOR SHALL PROVIDE A 24 HOUR PHONE NUMBER AVAII A91 F IN CASE OF EMERGENCY. 19.5EE CIVIL PLANS FOR STREET IMPROVEMENT PLANS. 20. NO WORK SHALL BE COMPLETED WITHIN ZANJA CHANNEL CONTRACTOR SHALL BE DILIGENT TO MAKE NO IMPACT TO ZANJA CHANNEL DURING ALL PHASES OP CONSTRUCTION. In F- W 70 0 0 0 Z 0 0- 0 70 0 0- Z 0 0 0 In c0 CO W 11 00 00 Z W 0 0 0 Z oC 2 oC 0 I— Q Z N CO O d7 O N CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. LANDSCAPE CONSTRUCTION LEGEND AND NOTES PLANS PREPARED UNDER SUPERVISION OP ,t .. SCHMIDT •q.ele DESIGN .044) GROUP DmviPtioe Re G)OO6 Pole PROJECT NO.:14.406 PLOT DATE 02/13/19 DRAWN BY: KL, LC, CT CHECKED BY: CT,AI, G5 Outo QUALITY OF LIFE DIRECTOR 0 , 16 34 4.Jna 05 LC-1.0 Shoo O U VEHICULAR NOTES: ATA MINIMUM PROVIDE THE FOLLOWING: CONTROL JOINTS: EVERY 10'0.C. EXPANSION JOINTS: EVERY 30' O.C. B. ALL REINFORCEMENT MUST BE CENTERED IN CONCRETE PROFILE C. CONCRETE COLOR AND FINISH PER PLAN. D. CONTRACTOR TO REVIEWCIVIL PLANS FOR BOTH PEDESTRIAN AND VEHICULAR CONCRETE LAYOUT AND DETAILS. OPEDESTRIAN CONCRETE PAVING CONCRETE BASE 6'MIN. WITH /PI REBAR @ 18" O.0 EA WAY BASE 6-MIN. CLASS 2 AGGREGATE BASE SUBG 12 CO OPAVER OVER CONCRETE BASE NO LEGEND: OCONTROL AND/OR EXPANSION JOINTS SEE DETAIL2/LC20 ® CONCRETE PAVING; 520-C-2500. 01PC RAD.ON ALL OUTSIDE EDGES, TYPICAL ® FINISH GRADE; PROVIDE FLUSH AT TURF AREAS T BELOW TOP OF PAVING ADJACENT TO SHRUB BEDS. TYPICAL. O$ 95% COMPACTED SUBGRADE PROVIDE 12 MIN. DEPTH UNDER4' CONCRETE WALK © CONCRETE WITH 53 BAR @ 16' O.C. BOTH DIRECTIONS. ®SUBGRADE LEGEND: p PAVER OR ADA DETECTABLE WARNING TILE SEE CONSTRUCTION LEGEND FOR TYPE O HIGH STRENGTH MORTAR, TO BE LATICRETE 254 PLATINUM OR APPROVED EQUAL PAVERS TO BE BACK BUTTERED AND SET TO ACHIEVE 100% CONTACT BETWEEN THE PAVER AND MORTAR BED AND FREE OF VOIDS. OCONCRETE BASE PER CHART BELOW ® THICKENED EDGE OR ADJACENT PAVING PER PLAN O BASE PER CHART ® SOIL SUBGRADE PER CHART O JOINT SAND RARE NOTES: INTACT A SEE CIVIL PLANS FOR ADDITIONAL INFORMATION. B. CONTRACTOR TO PROVIDE SAMPLE OF PAVER FOR APPROVAL PRIOR TO INSTALLATION C. CONTRACTORTO INSTALL PER MANUFACTURER'S RECOMMENDATION. LEGEND: ® - THICK CONCRETE PAVING. O2 3/16- RADIUS - DEPTH TOOLED EDGE O3 1/4- FELT EXPANSION JOINT. ® POLYURETHANE SEALANT SONNEBORN' S1-2 SLOPE GRADE -CONFORM TO ASTM C920 TYPE M-GRADE T. ® VY X 12 LONG SMOOTH STEEL BAR (GREASED OR OILED) AT 36- ON CENTER MAX, ONE SIDE WITHIN SLEEVE FOR MOVEMENT AT ALL EXPANSION JOINTS © 95% COMPACTED SUBGRADE TO MIN. 12" DEPTH. OT SCORE UNE. SAW CUT AT 1R INCH DEPTH TYPICAL NOTES: A SEE LANDSCAPE CONSTRUCTION PLAN FOR JOINT LOCATIONS AND TYPE B. PROVIDE EXPANSION JOINTS EVERY 30' O.C. MIN. CONTROL JOINTS EVERY 0 MIN. 0.C. TO 10'MAX O.C. WIDTH VARIES 6- SEE PLAN SECTION -ROLLED EDGE WIDTH VARIES (SEE PLAN) 0 FLUSH WITH ADJACENT CONCRETE PAVING.TYP SECTION.ADJACENT HAROSCAPE OEXPANSION / CONTROL JOINT O STA(LIZED TRAIL SURFACE ND SCALE NO LEGEND: O 27-HT. ROCK FOR MILE MARKER (SEE PLAN FOR TYPE AND SIZE) O FINISHED GRADE Q COMPACTED SUBGRADE OMILEAGE MARKER-18" BOULDER ROCK NO SCALE OPN STATION LEGEND: O DOGIPOT PET SIGN. ITEM 1203/1204. 18-X 11.5 .63 GAUGE ALUMINUM, FOREST GREEN ON WHITE ODOGIPOT DISPENSER ITEM 1002 15.5-(H)X 9.4'(W) X 3.25'(D).08 GAUGE ALUMINUM, 400 BAG CAPACITY. ®STEEL TRASH RECEPTACLE WITH LID. ITEM 12062M(H) 20000 ).10 GAL CAPACITY . ® GALVANIZED STEEL MOUNTING POST. ITEM 1301. 2.72'X3' OS CONCRETE FOOTING NOTES. A BOULDERS SHALL BE INSTALLED SO THAT NO ROCKING WILL OCCUR FACE OF MARKER AND ANY ROUGH OR JAGGED EDGES SHALL BE GROUND SMOOTH B. PROVIDE MARKER AT EVERY QUARTER MILE55 MILE 10 MILE AND t MILE). VERIFY LOCATION PRIORTO INSTALLATION. C. FONT: ARIAL OR APPROVED EQUAL LETTERING SHALL BE HIGH AND RECESSE V4 INTO ROCK 0 FACE AND BGNED CENTERED ONTO THE FACE. LETTERS TO BE PAINTED BLACK WITH (2) TWO COATS OF EXTERIOR ENAMEL CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL PRIOR TO INSTALLATION. D. CONTRACTORTO SUBMIT SHOP DRAWING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. E. SUBMIT BOULDER SELECTION PHOTOS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. F CONTRACTOR SHALL VERIFY MARKER LOCATIONS IN FIELD WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. G. BOULDER TO BE 'SURFACE SELECT AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE OR APPROVED EQUAL PHONE 87/-792-7625 FRONT VIEW OREMOVABLE BOLLARD LEGEND: ® NATIVE SOIL WITH SOIL STABII 17F2 THOROUGHLY BLEND AND TILL STABILIZERS, SPECIAL WITH NATIVE SOIL AT RATE OF 1-L15 PER 1S SOFT. TILLED TO A3- DEPTH. ROLL SURFACE TO 95%MINIMUM COMPACTION. SPRAY SURFACE WITH STALOK0 CONCENTRATE 210 SPRAYED AT RATE OF 1 GALLON PER 20 SOFT. PAVING TO HAVE ROLLED TRANSITION EDGES AT SIDES OF TRAIL AT SOF0SCAPE INTERFACE. p: ADJACENT MOW CURB OR CONCRETE PAVING. PER PLANS. ® 12" DEPTH COMPACTED SUBGRADE TO MIN. 95% COMPACTION. ® 6- ROLLED TRAIL TRANSITION EDGE Q FINISH GRADE 1. BELOW FINISH SURFACE OF TRAIL WHEN ADJACENT SOFTSCAPE NOTES: A. STABILIZER® SPECIAL AND STALOKAVAILABLE THROUGH STABILIZER SOLUTIONS INC. 33 SOUTH 28TH STREET PHOENIX, AZ 85034 USA (602) 2255900 B. INSTALL PER MANUFACTURERS RECOMMENDATIONS C. CONTRACTOR TO PROVIDE 3' X 3' MOCKUP IN FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION D SEE ALSO SPECIFICATIONS FOR ADDITIONAL INFORMATION. LEGEND: O 01AMETER REMOVABLE BOLLARD; COLOR: POWDER COAT FOREST GREEN PER CONSTRUCTION LEGEND ODOME CAP ® U, X 2'TAB WITH 5/8-DIA HOLE FOR LOCKING DEVICE ® ADJACENT PAVER PER PLANS; INSTALL UP TO SLEEVE PLATE ®S DIA, SOH.40. GALVANIZED STEEL SLEEVE © /O" REBAR (FOR EMBEDMENT INTO CONCRETE); INSTALL SLEEVE PER MANUFACTURER% RECOMMENDATIONS 0 1/4" THICK STEEL PLATE ® CONCRETE FOOTING PER MANUFACTURERS RECOMMEN ATIONS 0 95% COMPACTED SUBGRADE NOTES: A INSTALL PER MANUFACTURER'S RECOMMENDATIONS B. PACALOCK SUPPLIED BY OWNER. CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. LANDSCAPE CONSTRUCTION DETAILS PLANS PREPARED UNDER SUPERVISION OP SCHMIDT 411D1t460 DESIGN 411Mitio GROUP 114101911 Letter Date WWI Iry cl Remslo PROJECT NO.:14406 PLOT DATE:02/13/19 DRAWN BY KL. LO. CT HECKED BY CT.,. GS COG OW:OW OF LIFE DIRECTOR 20 w" of 34 3 LC-20 co CI U J I— W 0 0 T] 0 0 IY O) Z 0 0 co 0.1 1n LU Tn x a CC Q a Z W LLI LY z 0 J 0- f— Z Q N rn O RAIL REMOVAL SLOT _� SEE FOOTING ENLARGEMENT OREMOVABLE POST & RAIL WOOD FENCE No eye ELEVATION SECTION OINNTERPRETIVE POST & SIGN --1r --I REMOVABLE POST FOOTING ENLARGEMENT LEGEND: O26'x 3, INTERPRETIVE SIGN(S) PER CONSTRUCTION LEGEND AND SPECIFICATION OS OIASTEEL DOUBLE POST PEDESTAL MOU MOUNT FAIL AND ALI0000 FASTENERS. ERS. AND ALL000TEO SEMIGRY TOLOSS O FOREST GRATED SEMIG H FOREST IONS THROUGH ENVIROSIGN50R EQUAL 12. MIN. O CONCRETE FOOTING -SIZE AS INDICATED -POST SHALL HAVE 10' MIN. EMBEDMENT, WITH 4' MIN. CLR FROM CONCRETE PAVING. CROWN FOOTING FOR POSITIVE DRAINAGE pADJACENTOG OR CONCRETE PAVING. SEE CONSTRUCTION PLANs FINISH GRADE COMPACT SOIL SUSGRADE (95% MINI O3MULCH LAYER LEGEND: S' DIA PT DOUGLAS FIR POST. END POSTS TO HAVE HOLES ON ONE SIDE ONLY. O B.X3S DIA. RAILS: PT DOUGLAS FIR RAILS WITH TAPERED ENDS TO MEET HOLES. O 95% COMPACTED SUBGRADE ® CONCRETE FOOTING WITH POST SLEEVE O5 RAIL REMOVAL SLOT ROUTERED INTO POST ON ONE SIDE OF EACH POST. © 'DIA.XV6- THICK GALVANIZED STEEL MOUNTING PLATEWTTH PIPE DOWEL PIPE DOWEL TO BE AFFIXED TO MOUNTING PLATE WITH FILLET WELD. O(4) GALIN.MED 5TEELSCREWS. MOUNT STEEL PLATE AND DOWEL TO BOTTOM OF FENCE POST. HEADS TO BE FLUSH WTTH STEEL PLATE FENCE POST WITH AFFIXED DOWEL TO BE PLACED IN FOOTING SLEEVE ® 3/4' DIA GALVANIZED STEEL PIPE DOWEL. FILLET WEJD TO STEEL MOUNTING PLATE (O.D. .05IN) O1-1Pr DIA GALVANIZED STEEL SLEEVE (1.0.1.30IN) CAST INTO CONCRETE FOOTING. 0 6' DEPTH GRAVEL DRAIN ROCK NOTE& A ALL FENCE POSTS AND RAILS SHALL BE REMOVABLE FOR PURPOSES OF MAINTENANCE OPERATIONS. B. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION O ALL WOOD FOR RAIL FENCE TO BE PRESSURE TREATED. D. ENO POST SHALL BE TERMINAL POST. E ALL STEEL SLEEVES AND MOUNTING PLATES TO BE GALVANIZED AFTER FABRICATION. NOTES: A CONTRACTOR TO PROVIDE SHOP DRAWINGS INCLUDING APPROPRIATE FASTENERS AND SAMPLES OF ALL MATERIAL USED. TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION B. CONTRACTOR SHALL COORDINATE WITH ENVIROSIGNS 925377) OR APPROVED EQUAL FOR MANUFACTURE INTERPRETIVE PANELS AND POST (S). C. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE FINISH (OR OTHER NON -GLARE). PHOTOS AND IMAGES TO BE FULL COLOR D. DISPLAYED WRITTEN AND GRAPHIC MATERIALS(SIGNS) MUST BE LEGIBLE AS DEPENDENT ON THE CONTRAST, REFLECTIVITY, LIGHTING, ANGLE OF VISION, AND SIZE E GRACE DESIGN: SIGMA -TBD SIGN B-TBD D. FINAL DESIGN FOR EACH PANEL SHALL BE PROVIDED BY LANDSCAPE ARCHITECT IN HIGH RESOLUTION DIGITAL FORMAT. SEE ALSO SPECIFICATIONS. 01'S ELEVATION ELEVATION LEGEND: OBOEXISTING IS' WIDE X 22' HIGH'HISTORIC MILL CREEK ZAN.. SIGNAGE MARKER(S)-TO DE MOUNTED ONTO POST. SEE NOTE A O SINGLE. ' SO, PRESSURE TREATED OOUGLAS FIR POST. 0 CONCRETE FOOTING- POST SHALL HAVE 10. MIN. EMBEDMENT, WITH 4' MILL CA FROM TRAIL EDGE CROWN FOOTING FOR PGSRTVE DRAINAGE OFINISH GRADE O GALVANIZED STEEL MOUNTING BOLT. SEE NOTE B. NO ES A CONTRACTOR TO COORDINATE WITH REDLANDS CONSERVANCY AND OBTAIN THE (4) FOUR SIGN MARKERS THAT ARE TO BE LOCATED ON MILL CFFK ZAN-IA TRAIL PER CONSTRUCTION PLAN. FOUR EXISTING SIGNS TO BE MOUNTED TO POSTS: (A) MARKER 514-GRAFTON SCHOOL (B) MARKER 1S- COUNTY FLOOD CONTROL/ NATIONAL REGISTER 0 (C) MARKER ARBORN RESERVOIR! SYLVAN BOULEVARD BIES (D) MARKER ANTA FE AND SOUTHERN PACIFIC RAILROAD BRIDGES TO B. CONTRACTOR TOPROVIOE A SHOP DRAWING OF MOUNTING HARDWARE AND FASTENERS TO BE USED TO MOUNT SIGN TO POST; SHOP DRAWING TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION C. ALL MOUNTING HARDWARE TO BE GALVANIZED STEEL INSIDE AND OUT. OHISTORICAL SIGNAGE AND POST No SC. 02. PLAN 0 INTERNATIONAL SYMBOL OF ACCESSIBILITY PER ADAAG SECTION CBC 11B-703.72.1. PAVEMENT SHALL BE PAINTED WHITE ON A BLUE BACKGROUND. BLUE COLOR SHALL MATCH COLOR No 15090 IN THE FEDERAL STANDARD 5959. OADA PARKING SYMBOL 1/2 OTRASH RECEPTACLE WITH HOVER LID SCALE 024. TRASH RECEPTACLE 020.INSIDE DIA HOVER LID SUPPORTS 026" LID LEGEND: O TRASH RECEPTACLE PER CONSTRUCTION LEGEND & PLANS 0 23 GAL PLASTIC LINER (i HOVER LID WITH SECURITY STEEL CABLE AND TAMPER PROOF BOLT, COLOR BROWN © FINISHED GRADE SO COMPACTEDSUBGRADE PER SOILS REPORT © ADJACENT PAVING PERPIANS QT 2ORAIN HOLE NOTES A CONTRACTOR SHALL COORDINATE WITH MANUFACTURER FOR DELIVERY OF TRASH ECEPTACLES, ANO SHALL INSTALL PER MANUFACTURERS RECOMMENDATIONS B. WHEN INSTALLED IN DECOMPOSED GRANITE, PROVIDE V DEPTH CONCRETE PAD AT AMIN 22. DIAMETER FOOTING )- z w 0 0 44 Z 0 U 50 0) Z 0 0 , 0) 0,4 m 0 D_ a 3- CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. LANDSCAPE CONSTRUCTION DETAILS PLANS PREPARED UNDER SUPERVISION OF •c�i]��/��� SCHMIDT 026 DESIGN 4,11140 u as GROUP 110 roluvu Lever Dernp4on RBVIs10 Pate PROJECT NO.:14-606 PLOT DATE:02J13119 DRAWN BY: KL LID. CT In.O. CHECKED BY: CT,JJ. GS Popp. U DUALITY OF LIFE DIRECTOR 21 0, 34 LC-2.1 N U J LEGEND: OADJACENT MATERIAL PER PLAN 0 PLANTING IN SWALE CENTER, PER PLANTING PLAN OPLANTING ON SIDE SLOPES, PER PLANTING PLAN ® COBBLE AROUND PLANTING AT CENTER OF SWALE, PER PLAN OS NATIVE SOIL ©I Not PER PLANTING PLW MIN NOTES: A UNE SWALE CENTER WITH MIXED COBBLE.' C. SWALE TO HAVE MINIMUM 3• MULCH MINIMUM SIZE. PER PLAN. PROVIDE HIGHER COVER WHERE COBBLE COVER IS NOT CONCENTRATION OF COBBLES AROUND INLETS. PROVIDED. B. SEE PLAN FOR COBBLE LOCATIONS. OVEGETATED SWALE NO SCALE CONTRACTOR TO SELECT STONES WITH STRAIGHT NATURAL EDGES AROUND ENAMEL SIGN. CONTRACTOR SHALL NOT SAW CUT STONE VENEER TO or AROUND ENAMEL SIGN D. SEE PLANTING PLAN FOR SWALE PLANTING SCHEDULE ENAMEL PLAQUE ENLARGEMENT & SECTION ELEVATION OMONUMENT SIGN Vr 1-a • 111113 0 MINIM O {{i1111E1, © um O �01 SECTION BP MIN. TO BOTTOM OF LOWEST SIGN TYP za• CLR TYP 0 &ARKING ONLY CI MINIMUM FINE$250 VAN ACCESSIBLE 18•MIN. (291 RECOMMENDED) OISA SIGN AT PARKING STALL LEGEND' O NATURAL STONE VENEER Q ENAMEL PLAQUE WITH ZANJA IMAGE EPDXY IN PLACE Q GROUT WITH 6x6 W2.1 WEDED WIRE MESH WITH MIN 1 12' CLEAR COVER O MORTAR SETTING BED ps FINISH CAP SURFACE FOR POSTHVE DRAINAGE AND PREVENT PONDING © CONCRETE FOOTING O -SQUARE COLUMN. 636Y16-CMU BLOCK SOLID FILL BLOCKS & COLUMN INTERIOR 0 85 REBAR, VERTICAL AT EACH CORNER WITH STANDARD HOOKS INTO FOOTING Q 63 MBAR TIE AT 16" O.C. Q ADJACENT FINISHED GRADE O COMPACTED SUBGRADE AT 96%, 1© Ns REBAR @ 16.0.C. BOTTOM WITH 3' MINIMUM CLEAR ABOVE COMPACTED BASE NOTES: 1. ONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO FABRICATION. cc LEGEND: ▪ t- O INTERNATIONAL SYMBOL OF ACCESSIBILITY PER SECTION 116502.6) 0 UNAUTHORIZED VEHICLE SIGN (PER SECTION 118-502.8) 0 VAN ACCESSIBLE SIGN -WHERE INDICATED V PLANS (PER SECTION 116-5026) 0 CONCRETE FOOTING AND POST (SLOPE CONCRETE AWAY FROM POST AT BASE) O TOP OF WALKING SURFACE © DIRECTIONAL ARROW TOWARDS ADA RAMP OR PATH OF TRAVEL NOTES: A SIGN SHALL BE INSTALLED WITHIN PLANTING AREA AND SHALL NOT OBSTRUCT THE PATH OF TRAVEL DIRECTIONAL SIGN HALL INCLUDE ARROW ORIENTATED TOWARDS ADA RAMP OR ACCESSIBLE PATH OF TRAVEL C. EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILIRES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SYMBOL SHALL CONSIST OF WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR No 150301N FEDERAL STANDARD. THE SIGN SHALL NOT BE SMALLER THAN 20 SO. INCHES IN AREA, NDWH0 IN A PATH OF TRAVEL, SHALL BE POSTED AT MINIMUM HEIGHT IF 80INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. BOULDER SEAT WALL D. AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF ACCESSIBILITY SHALL STATE 'MINIMUM FINE 6250. (116-6026.2). E. VAN ACCESSIBLE PARKIN PACES SHALL HAVE AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE STATING VAN ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY (11296.4) F AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFFSTREET PARKING FACILITIES. OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH CCESSIBLE STALL OR SPACE THE SIGN SHALL NOT BE LESS THAN 17 INCHES BY221NCHES IN SIZE WITH 1 INCH HIGH MINIMUM Lt I RHINO. WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: 1116-502.8) •UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENCE PATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE.TOWED VEHICLES MY BE RECLAIMED AT REMANDS POLICE DEPARTMENT. G THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION OOPUCATING EITHER OF THE FOLLOWING SCHEMES 1. BY OUTLINING OR PAINTING THE STALL OR SPACE IN GLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT. OR 2 OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT R IS VISIBLE TO A TRAFFIC FORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36INCHES HIGH BY 36INCHES WIDE LEGEND p 16' HIGH BOULDER SEAT WALL TYPE: 'SURFACE SELECT AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE OR APPROVED EQUAL. APPROXIMATE SIZES: A- MIT -sxa ( ADJACENT DG PAVING PER CONSTRUCTION PLAN 03 FINISHED GRADE p SLOPE CONDITION WHERE OCCURS ON PLAN 05 ADJACENT PLANTING AREA Q6 COMPACTED SUBGRADE TO D55 RELATIVE COMPACTION NOTES: A BOULDERS SHALL BE INSTALLED SO THAT NO ROCKING WILL OCCUR ANY ROUGH OR A GGED EDGES SHALL BE GROUND SMOOTH B. BURY BOULDERS BY 1/3 HEIGHT SCALE CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. LANDSCAPE CONSTRUCTION DETAILS PLANS PREPARED UNDER SUPERVISION OF: 4I;Iiii/110 1 SCHMIDT �'•S:;$ DESIGN GROUP Letter Revs. PROJECT N0.:19.406 PLOT DATE: 02/13/19 DRAWN BY: KL. LEI. CT CHECKED BY. CT.JJ. GS mar 0UALITY OF LIFE DIRECTOR 22 w 34 003 NA LC-2.2 N (NI 0 J 0) F- Z 2 0 0 Z 0 8) co 1- F 0 0 0 0 LO N co W QG) a. iY >- 0 Z W tY 0 z Q J •E F Q Z Q N 0 O N •TYP PLAN �P PLAN ELEVATION OGATEWAY SIGN t/2 -N SECTION ANNIEN m ENLARGEMENT LEGEND 0 NATURAL STONE VENEER 0 ENAMEL PLAQUE WITH ZANJA IMAGE EPDXY IN PLACES. DETAIL 3/LC.22 Q GROUT WITH 6X6 W21 WELDED WIRE MESH © MORTAR SETTING BED QS FINISH CAP SURFACE FOR POSDIVE DRAINAGE AND PREVENT PONDING © CONCRETE FOOTING Q 24' SQUARE COLUMN, EPXB'X1G CMU BLOCK SOLID FILL BLOCKS AND COLUMN INTERIOR QB f13 REBAR TIE AT 16'O.C. O 115 REBAR, VERTICAL AT EACH CORNER WDH STANDARD HOOKS INTO FOOTING. PROVIDE V3 TES AT 1,0C. Q ADJACENT FINISHED GRADE Q COMPACTED SUBGRADE AT 96. PER SOILS REPORT 05 REBARAT 16' O.C. BOTTOM WITH 3' MINIMUM CLEAR ABOVE COMPACTED BASE 0 P Xe• PRESSURE TREATED HEAVY TIMBER Q 10' X4.XUE PRESSURE TREATED HEAVY TIMBER Q 6' X S. X BY PRESSURE TREATED HEAVY TIMBER 10' X4. X20' PRESSURE TREATED HEAVY TIMBER Q NAILS 13 BRACKET NOTES A CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND MATERIAL SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF PLAQUE AND MONUMENT. B. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE ARCHITECT TO OBTAIN DIGITAL ARTWORK FILE FOR FABRICATION. CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE2 PROJECT No. LANDSCAPE CONSTRUCTION DETAILS PLANS PREPARED UNDER SUPERVISION OF' *O. SCHMIDT 010' aL"lb DESIGN •10e GROUP Latter nw Re sons PROJECT NO.:14406 PLOT DATE 02/13/19 DRAWN BY: K.L. LD. CT CHECKED BY: CT,JJ. GS CHRIMPHEt BOATMAN QUALITY OF UFE DIRECTOR G,,,, 23 34 LC-23 Dot. M U J 0 LEGEN 44 URPLE GRATE ONCLD D) O BLER.O 0 GPM (INCLUDED) O TWATERING SYSTEM (INCLUDE G m BUBBLER WITH RISER 0� PURPLE GRATE. SWING ASSEMBLY. t0) MALE NPT AND BASKET CANISTER) O FIN HGRADE OPTIONAL Rwssocm FEGoaLOSARNo sores° sEE IRwGAnDN LEND © tr.N. PVC O NIPPLE)NCLUDEDI Q 1124NCX 90-DEGREE ELBOW (INCLUDED) O (INCLUDED)GA SEMe0 0 1rz1NCHMALE NPT NLETUN BED) O URPLE PVCSCH40 TEE OREL O URPLEIATERAL PIPE O 44NCX BA0RETWEAVECANI$TER(INCLUDED) A ANUFL08001 010000ATO)NS80 RECYCLED WATER DEEP ROOT WATERING SYSTEM NO SCNE END FEED EXAMPLE CENTER FEED EXAMPLE 0 TYPICAL DRIPUNE REQUIREMENTS NO SGLE LEGEND- e.ssoutatco Nmecr no.rx N PURPLE VAL. O'Do NOTDRIN+K,Nu AVE. 0 FINISH 0 PVC_ VALVEIP P) QS XPPSCK40 PVC ELL © SCH 40 PURPLE PVC PIP LENGTH A5 REQUIRED 51, MafRUSHCU EO.) vEr. 8 PVCLA�EP S,:v1.1E X IN117IL4 NprE A. WHEN FL SHI GTH CONNEC01.11. SGONNEC MASS ANDDIRECT TO NEAREST ORECYCLED WATER FLUSH VALVE ASSEMBLY SCRE LEGEND: O FINISH GRADE 2 PURPLE VALVE BOX WITH COVER PER IRRIGATION SPECIFICATIONS O WATERPROOF CONNECTION. TYPICAL 0 VALVE ID TAG 0 30-INCH LINEAR LENGTH OF WIRE. COILED ® PRESSURE REGULATING FILTER PER MANUFACTURER'S RECOMMENDATIONS O PVCSCH 0 FEMALE ADAPTOR SO PURPLE LATFR2t PIPE 9O REMOTE CONTROL VALVE AS SPECIFIED ON IRRIGATION LEGEND 1® PVC SCH40 ELL 11 PVC SCH SO NIPPLE (LENGTH PS REQUIRED) Q PVCSCH 80 NIPPLE (24NCH LENGTH. HIDDEN) AND PVC SCH 40 ELL) 1© PVC SCH 40 TEE OR ELL e PVC MAINLINE 3 34NCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL OTYPICAL DRIP CONTROL VALVE KIT FOR RECYCLED WATER NO SEAE PLAN NOTES: A. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE B. WIRE CONNECTORS WILL SE KB "ONE-STEP" PRE-ML E-0 TAN OR EQUAL C. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE COILEDTO PROVIDE 17 EXPANSION COILS INSIDE VALVE BOX D. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX (WRAP AROUND 1/2" PIPE 15 TIMES -REMOVE PIPE) E. ALL RECYCLED WATER VALVES SHALL HAVE SIGNAGE ATTACHED TO VALVE STATING"DO NOT DRINK' PER WATER DISTRICT AND HEALTH DEPARTMENT REQUIREMENTS. TECHUNE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET) C L.r ^ rs DRIPPER PAvx 12' 1Y 24 COMBINED LENGTH urexuiAa, OF E�'TECHUNECVFLOWPER100FEEL OF �/////J / I�I// 35 F `/' Ti SPACB�NS 26 RIPPER OGPH DPX G. 4a PEA CPR 46 P000 X, DRIPPER a DRIPPER ISLAIID LAYOUT IRREGULAR AREAS:TRIANGOLAR BRANCHING OUT"� JOINING LATERALS LATERALS GPM cPH GPH cPH I cPN 25..44 40, : 0.07 1tt 92.001 .3 I• } 7/t �\t 1 m u " 00010 TrjtqPR � E. �c6 / TcoP°FEDM ACING 7.38 j 0.29 26.69 O. 4 1 N/A j N/A RA HAS j osT 4s.OD D.00 n BE�Rm. BELOWP IaR GwwE Y PwMeEDTowD mr II ! _/ *70=UwE xwta' 1,'°g, xAaE. "tea' VALVEASSEMa PwB xsx° AEI IRREGULAR AREAS: ODD CURVES SLOPE FEED LAYOUT LEGEND: Q CLOSE -COUPLED CENTRIFUGAL PUMP, STAINLESS STEEL FITTED O NEMA4XSIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATION Q STAINLESS 1/4 TURN BALL VALVE Q ',INCH TYPE304 STAINLESS STEEL 0 STAINLESS UNION ADAPTER © PRESSURE GAUGE. LIQUID DAMPENED Q MARINE GRADE ALUMINUM ENCLOSURE ® STRUCTURAL ALUMINUM BASE))LATE Q9 QUICK PAD SUPPORT PAD OBOOSTER PUMP NO SCALE WO/K CCERCEEDP p POCLAT I LEGEND PE DTYPER 06NOUN PU PLE PLASTIC L. ©3T CK LAYER OFWASHED GRAVEL X PER SPECIFICATIONS THEE. %RYA!, REST UPONIRE ER TEU. ROC H BED. E o OrSO DGRAVEL INT 3/eX1 TADAPTFR ORECYCLED WATER DRIP AIR REIJEF VALVE IN BOX HO FUTURE RECYCLED WATER SYSTEM: THE PROTECT IS CONNECTED N APOTABLE WATER SOURCE, BUT Cftt RE0UEST TO PROVIDE/PURPLE COMPONENTS FOR FUTURE RECYCLED WATER SYSTEM IF/ WHEN IT WILL BE MADE AVAILABLE WITH EXCEPTION OF THE BACKFLOW: PROVIDE "PURPLE" BOX COVER. HANDLE. AND TAG. FOR VALVES AND "PURPLE WATER SOURCE LINES, TYPICAL CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No IRRIGATION DETAILS PLANS PREPARED UNDER SUPERVISION OF' •Ip. I SCHMIDT • ,* DESIGN *ie. GROUP 0111, Letter Deacription RBVIvo Om IMuI PROJECT NO414-406 PLOT DATE: 02/13/19 DRAWN BY: KL. LD, CT CHECKED BY CT,JJ, GS CHRISTOPHER BOATMAN QUALITY OF LIFE DIRECTOR 28 T 34 LI-2.0 GN CD N J co F- 2 0 O 0 0 Z 0 F O 1- Z 0 0 0 03 N W S d Y 6 Q D O rTh BACKFLOW PREVENTER ASSEMBLY NO SME DIAMETERS 10 DIAMETERS PIPE LENGTH PIPE LENGTH OFLOW SENSOR ASSEMBLY LEGEND: ® STRONG BOX ENCLOSURE WITH LOCKING HARDWARE: INSTALL PER MEG. RECOMMENDATIONS ® r REDUCED PRESSURE BACKFLOW PREVENTION DEVICE MODEL025YA ® BRASS THREADED RISER LENGTH AS NEEDED ® WYE STRAINER (UNE SIZE) 0 BRASS MALE ADAPTER S. THICK CONCRETE PAD O FINISH SURFACE ® 4.TYPE1O COPPER NIPPLE COPPER THREADED ELL (2 REQUIRED) 10 SCH. 40 PVC MALE ADAPTER 0 PVC SUPPLY UNE PER PLANS FROM METER 12 CNCETEMNRUST BLOCKS.1 LEGEND. Oj PVCCONDUITFORCONTROLLER WIRES NENCT TO CONTROLLER USING 14 GUAGE WIRE O WATER PROOF WIRE CONNECTORS ON 1B• LOOPED WIRES. Oj AERRECTANGULARS000ISIS W RH S EX0FNSIONS AS REQUIRED. O FLOW SENSOR AS SPEQFED. QB SIT BOX 2ABO EGRADE AT SH US, SETS XFLUSH TO GRADE AT TURF. ©12. WIRE CLOTH GOPHER SCREEN. WRAP UP SIDES 0 6•X 2•X 1C CONC. BLOCK CAPS. ONE EACH SIDE (2 TOTAL) NO e A PORFDEPU RWSYSTEM;COVER; PROVIDE PURPLE COVER LEGEND- 010-R NDPLAS MvAxvEcar O INro TOP ACNE.PPmRPUN " 0 wNIT R W2DEPTH O EDGE OF M./PACE ER D RB. 0 0 0 0 0' NXXIN ,BI GRAVEL NIPPLE SO ELL URPL MONO 0 Pam.CK OUPLFR.NO MARL. (R5ASS) BIDCK NOTES A. QUICK COUPLERS SHALL BE OP THE rvO TYPE PURPLE LOCK. CAP FOR...CLEO WATERS... CEPTWHE E ACOFUMs°VALVE BOX SHALL MEET RECYCLEDwATER o11IRM S... REWRAPPED.. TEFLO TAPE. E.OUICK0 ALL CCOUFOR R PPLER �ECTYCIID WATER SHALL BE OF A TYPED \ APPROVED FOR RECYCLEATER USE PROME RIPPLE CAP. COVER ANO ACME THREAD M OEL FOR U.( COUPLERS USE01N RECYCLED WATER SYSTEM OUCH COUPLERS FOR POT.. WATER WILLBE DTTPE OQUICK COUPLER FOR RECYCLED WATER NO 13 3l4- BALL VALVE PER DETAIL 14 TYPECOPPER UNE (SIZE PER PLAN) WITH COPPER SOLDER FITTINGS AS READ. 15 COPPER TEE AT COPPERUNE FROM METER NOTES A ALL VALVES. FITTINGS IS PIPES SHOWN ARE TO BE LINE SIZED EXCEPT WHERE INDICATED. B. INSTALLATION SPECIFICATIONS SHOWN ARE SCHEMATIC AND DO NOT SUPERCEDE OR REPLACE ANY CITY OR STATE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR METING ALL APPLICABLE CODES. C. ALL THREADED CONNECTIONS SHALL BE SEALED WITH OVERLAPPING TURNS OF TEFLON TAPE SUFFICIENT TO PREVENT LEAKAGE D. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY CERTIFIED BACKFLOW DEVICE TESTER CONTRACTOR SHALL PROVIDE THE ENGINEER WITH WRITTEN TEST RESULTS COMPLETED BY A CERTIFIED BACKFLOW TESTER PRIOR TO BACKFLOWPREVENTER ASSEMBLY'S ACCEPTANCE BY THE ENGINEER E ALL METAL IN CONTACT WITH CONCRETE SHALL BE POLYETHYLENE WRAPPED USING 2• WIDE PLASTIC BACKED ADHESIVE TAPE MIN.2 MILS. THICK WITH UM OVERLAP F FACTORY ASSEMBLED DOUBLE CHECK ASSEMBLY REDUCED PRESSURE PRINCIPLE ASSEMBLY SHALL BE INCLUDED IN THE LATEST EDRION OF THE 'APPROVED FOR SERVICE ISOLATION IN CAUFORNIA PUBLIC WATER SYSTEMS' ISSUED BY THE STATE OF CAUFORNIA DEPARTMENT OF HEALTH SERVICES, OFFICE OF DRINKING WATER E O(SEEPLAN FOR SQE) © ELEOTILC memo VALVE 0 MANIFOLD PIPPESAMEES. .PUNDERNEATH RESSURE vE BOXED ALL PP IRPoGATi L O EG ND) UNE L N E FITTINGSTO BE SCH... VEA MAXIMUM OF 1S BEPARADONALL 0 HFATBRPNONLVM.V MANIFOLDS TO BE INSTALLED IN RANTER AREAS OI0ENINTO POSSIBLE B. EACH CONTROL VFINN.VEANU ...ION EACVALVESC OMANIFOLD CONFIGURATION NO SCNE O RFaCATION LEGEND) ADD TAG FOR FUTURE RW SYSTEM 0 THREADED PVC SCH 80 NIPPLES © 10. ROUND PLASTIC VALVE BOX FOR 2' (NO CLOSE NIPPLES TYP.) VALVE AND SMALLER RECTANGULAR PLASTIC VALVE BOX FOR 212. VALVE 0 PRESSURIZED PVCMAINUNE AND LARGER; INSTALL ABOVE FINISHED GRADE IN SHRUB BED: 1 OUM PVC FEMALE SXT ADAPTER ABOVE IN LAWN AREAS. PROVIDE PURPLE COVER FOR FUTURE RW ® PVC SCH SO UNION- EITHER90E SYSTEM © VALVE AS SPECIFIED ON PLANS OT FINISHED GRADE POSITION VALVE IN BOX SO THAT © PVC SCR 40450EG. FITTING HANDLE IS FREE TO OPERATE, PROVIDE PURPLE'HANDLE WR (2 PEA GRAVEL 11M DIAMETER FUTURE RW SYSTEM (APPROX. I CU. FT.) O UNMORTARED BRICK FOUNDATION OBBALL, / GATE ISOLATION VALVE NO O O 520200 NATIVE SOIL 2O FINISHED GRA. O TIE 3OLFREE OEOR ROCKSAND 0 5A2H MAR0E sMATERIAL © RR I MAIN 0 DIREGTBUHIALGQNTROL WIRER IFURGAT NI LATERAL U 0 IN UNE DRIP TUB NG 0. TRENCH MARKER RNA,I B A CONTINUOUS METALLIC PLASTIC STRIP BURIAL ODNIROL WIRED ALL PIPE AND CONTROL WIRED PAVEMENT SHALL BE I STALLED P. .C.SLEEVE PER THE no SPECIDCAIAEIMCNTRAL SHALL O COPTED TO A RELATIVE COMPACTION 0 0% NM OMAINUNE/DIRECTcBURIAL CONTROL WIRE NO 1O SUES NG P. ALL THREADED PI WIT VERLPPPING WRAPS OF TNEFLO TAPERS PREFICLOLENDNANI REQUALKeroN TES' C. DIRECT BURIAL COMMON AND CONTROL WI.INS D. VALVEROME IDIPANSIONCOI.AT EACHWIRE PIPE SMESREMO EPIPE) RAPPRO 1¢ E COM ACT DEN0TTAS UUILOSTURBEDAOJACENT SAME FOR RW SERVICE; PROVIDE PURPLE COVER . R REMOTE CONTROL VALVE 6 PAVING PER PLAN O FINISHED GRADE CLEAN COMPACTED HAMILL MARKING STRIP 3 LATE. C) SAND G ©IRwGATION MAINUNS PER PUN TECT BURI. E., LATE., UN. POM LAN WIRES UNDISTURBED SOIL PLAN O s�OIAM TESLEEVE R MIN Z`PVE UNDERPAVENIENT SHALL. EL V COMPACTEDBAC.LL MATERIAL.. BE E OMPACTION OF 90%MIN ANT OTHER MO..COVERED ST OF NNOR T MATERIAL LEGEND OEGREEELL 2REOMREDI O VALV RAVEL BBOXGUMPI .FM,ON OFFVVALVE 0000 ©20on01 L SC.? TO BEFORE C0N O=T7COTNWNECTaR1VALVE wATER O MASTER VALVE LEGEND ©RN URFA eure A FOR POTURE RW SYSTEM RONDO URPLE LID OMASTER VALVE SCALE pvC LATERAL RNGTYP 1„0 EE�OFLA. oR MRGB i © REmOTE CONTROL N.AcrwC VALV O PERTCANGULAR PLASTIC VALVE CONTROLLER AND LAAVE LID NUMBER HEAT BRANDED WT O FINISMULCH N SHRUB BEDS BET FLUSH IN TURF SCRIM PVC NIPPLE p soma awe D0PIER (rxs) CV ',RCMP 0 SOH. EIL.BXB) c3, PRESSURIZED PVC (3.3S)P RLEGEND MAIN 0 OLCONTROLLB uRIALvecos F ER PER LEGEND M PORT. VALVE B p raze BF3CRFOUNDATIO RECT/NGUTA cr,-- TENALVEO % LPURPL1eE ON RECYCLEDI V ATER USE ...ADAPTER B RREQU...ADAPTERIRE. © PRESSU(SEE SUPPLY PIAN FORS.)N WTIH FLOW SENSOOSOCN Reve Na5NG TYPE USC f4.^R0CtL4 v7LiaDUR�IT1rort SENSOR) 0 PVC PIPE 0AKG URB 0 BUILDING WALL(MERE APPLIDABLE) O FINIS GRADE IN TURF AREAS Q POP Q LAVER P FINISH GRADE POINTING. AREAS AI SCE P H.D INLET QB evcsmccr ELL REACH) PER HEAD INLET 0Pu TERAL(PE PUN) 0 PVC ELL(SSSX1 0 PURPLE CAP FORREDYDIEDWATER NOTES A ALL P V.C. FRTINGB SHALLL. SCH. 0 EXCEPT WHERE NOTED B R SHALL REWRAPPED VV HTTEFION TAPE OR RECOMMENDED HT MANUFACTURER © c0= OSTANCE OPOP-UP ROTOR/SPRAY HEAD FOR RECYCLED WATER HD�E FUTURE RECYCLED WATER SYSTEM: THE PROJECT IS CONNECTED TO A POTABLE WATER SOURCE, BUT CITY HAS REQUESTED TO PROVIDE•PURPLE COMPONENTS FOR FUTURE RECYCLED WATER SYSTEM IF/ WHEN IT WILL BE MADE AVAILABLE WITH EXCEPTION OF THE BACKFLOW; PROVIDE'PURPLE. BOX COVER, HANDLE, AND TAG, FOR VALVES AND 'PURPLE. WATER SOURCE LINES, TYPICAL 1- Z 2 0 0 0 0 O 0 CC co Z 0 0 D) m CO CO 0 Q z W u (Y 0 Q 00 IY F Q Z S N CO CO N CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. IRRIGATION DETAILS PLANS PREPARED UNDER SUPERVISION OF. 'AD.NW� SCHMIDT 411033..'e DESIGN dime GROUP Letter Dex+iPlion Nato Re PROJECT NO:14-406 PLOT DATE 02J1311B DRAWN B CHECKED BY: CT,JJ. GS CHRISTOPHER MAIM. QUALITY OF UFE DIRECTOR s 29 34 m n9NA �LI-21 Oda J LEGEND' OPLANTING BACKFILL PER NOTES AND / OR SPECIFICATIONS. PREVAILING O2 ROUGHEN SIDES AND BOTTOM OF PR. ND OFINISHED GRADE. 0 -CINCH-TIE-MANUFACURED BY V.I.T. COMPANY, INC. OR EQUAL ATTACH PER MANUFACTURERS SPECIFICATIONS AND SECURE WITH FURRING NAIL AT STAKE 0 21NCH MULCH LAYER © ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE 0 (2))TNO-T DIA. X S. LONG LODGEPOLE STAKES. NOTE USE TWO STAKES FOR TREES 15 GALLON AND LARGER 0 WATER BASIN; TAMP TO FORMA 6' SOIL BERM AROUND BASE OF THE SHRUB 24-OUTSIDE OF THE ORIPLINE (THE OUTERMOST EDGE OF BRANCHING) ®PLANING TABLETS PER NOTES AND/OR SPECIFICATIONS. 10 SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. NOTES A FOR NATIVE TREE PLANTING BACKFILL-REFER TO RECOMMENDATIONS FROM LAB. IN GENERAL; MIX ORGANIC MULCH WITH HALF AND HALF OF THE NATIVE SOIL REMOVED FROM HOLE AND BACKER, HOLE WITH THE PREMIXED SOIL AND MULCH. B KEEP MULCH 2, FROM THE TRUNK OF THE SHRUB. TYPICAL ONATIVE TREE PLANTING NO SG. ry( nT=', (T` ROOT BARRIER No WAS O O' 0 2x ROOT BALL, TYPICAL O NOTES: A FOR BACKFILL-REFER TO RECOMMENDATIONS FROM LAB. IN GENF2AI - MIX ORGANIC MULCH WITH HALF AND HALF OF THE NATIVE SOIL REMOVED FROM HOLE AND BACKFILL HOLE WITH THE PRE -MIXED SOIL AND MULCH. B. KEEP MULCH 23- FROM THE TRUNK OF THE SHRUB. TYPICAL ONATIVE SHRUB PLANTING 0 SCALE LEGEND: O24- DEEP ROOT BARRIER PER RANTING NOTES. EXTEND 12A- FROM TRUNK OF TREE IN EACH DIRECTION ALONG FACE OF PAVING, CURB. WALL ETC. 0 ADJACENT SURFACE PER PLAN 0 EMEND TOP OF ROOT BARRIER 12- MINIMUM ABOVE FINISHED GRADE ® TREE PLANTING & STAKING PER DETAIL 1/LP-2.0 © CONCRETE CURB PER CIVIL PLANS (WHERE APPLICABLE). NOTES: A CONTRACTOR SHALL INSTALL AND ASSEMBLE ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS LEGEND: pPLANTING BACKFILL PER NOTES pROUGHEN SIDES AND BOTTOM OF PIT OFINISHED GRADE ® 2 LAYER MULCH - MULCH TYPE PER PLANTING NOTES OB ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE WATER BASIN: TAMP TO FORM AA" SOIL BERM AROUND BASE OF THE SHRUB 24-OUTSIDE OF THE SHRUB DRIPLINE (THE OUTERMOST EDGE OF BRANCHING) OSOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING © FOR SLOPE CONDITIONS CHAMFER SLOPE TO PREVENT EROSION LEGEND- 0 EXISTING SUBGRADE OAMENDED PLANTING BACKRLL PER PLANTING NOTES O3 ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE ® FDJISHED GRADE O2.INCH MULCH LAYER © EQUALTRIANGULPR SPACING REDD RED BETWEEN PLANTS. (REFER TO PLANT LEGEND FOR ON CENTER SPACING) pT EDGE OF PLANING AREA ® DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE 12 THE SPECIFIED SPACING. OGROUND COVER SAMPLE DETAIL No savE PLANTING NOTES. 1 CONTRACTOR SHALLREVIEW ALL PLANTING DRAWINGS. SPECIFICATIONS. AND INSTALLATION DETAILS BEFORE BEGINNING WORK 2. NO TREES SHALL BE PLANTED WITHIN 14' OF EXISTING ZANJA CHANNEL. DISTANCE SHALL BE MEASURED FROM TOP OF CHANNEL SLOPE. NO WORK SHALL BE COMPLETED WITHIN ZANJA CHANNEL CONTRACTOR SHALL BE DILIGENT TO MAKE NO IMPACT TO ZANJA CHANNEL DURING ALL PHASES OF CONSTRUCTION. ALL PLANING MATERIAL LOCATED WITHIN S.O.C.F.C. RIGHT OF WAY SHALL BE NAIVE TO CALIFORNIA 5. CONTRACTOR SHALL VISIT SITE AND BECOME FAMIUIR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING. 6. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND THE TECHNICAL SPECIFICATIONS OF THE PROJECT: AND IF NECESSARY. OTHER GOVERNING AGENCIES THAT HAVE ISSUE WITH THE SITE T. CONTRACTOR SHALL NOTIFY INSPECTOR OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK 8. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER CONTRACTOR SHALL MAINTAIN SLOPE OF 1%MIN. AND NO GREATER THEN 4.98%MAX SLOPE AWAY FROM STRUCTURES AND PAVING, AND DIRECT FLOW TOWARDS THE PLANTING AREAS ADJACENT TO THE PROPERTY LINE OR STREET. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHRECT IMMEDIATELY OF ANYCONFUCTS IN MAINTAINING DRAINAGE 9. THE LANDSCAPE ARCHITECT SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL 10. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD)ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. PLANT MATFQIAI SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE. 11. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS EMPLOYEES AND SUBCONTRACTORS. 12 SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR AFTER ROUGH GRADING. SOIL SAMPLES SHALL BE TAKEN FROM EIGHT (B) LOCATIONS IN DIFFERENT AREAS OF THE PROPOSED TRAIL: AT. TO iP DEPTH, MIXED TOGETHER TO REPRESENT AN ADEQUATE CROSS SECTION OFCONDITIONS. TEST SHALL BE CONDUCTED BY A FIRM APPROVED BY PROJECT LANDSCAPE ARCHITECT AND SHALL INCLUDE TESTS FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY, ORGANIC CONTENT. N. P. K PH; ER SOIL TEXTURE: AND RECOMMENDATIONS FOR AMENDMENTS, LEACHING. AND MAINTENANCE FERTILIZATION CONTRACTOR SHALL FURNISH THE PROJECT LANDSCAPE ARCHITECT AND THE INSPECTOR WITH A COPY OF TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS OF SOIL PREPARATION PRIOR TO INSTALLATION. FOR SOIL PREPARATION: THE AMENDMENTS ARE TO BE MIXED INTO THE TOP 6-OF SOIL AT THE PLANTING AREAS ALONG TRAILSHOWN PER PLAN AND ON SLOPES GREATER THAN 3:1. THE FOLLOWINGAMENDMENT MIXES ARE FOR CONTRACTOR BID PURPOSES AND TO BE MODIFIED PER SOIL ANALYSIS RECOMMENDATIONS AS NECESSARY FOR NATIVE SHRUB PLANTING A) BID MIX FOR TURF AND SHRUB BED AREASSOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET: -4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT'HUMIC COMPOST. BY AGRI-SERVICE(800-262<16l) OR APPROVED EQUAL -20 LBS. GRO-POWER PLUS 100 LBS. GYPSUM B) BID MIX FOR PLANT PIT BACKFILL AREAS: PLANTING AND BACKFILL MIX FOR PLANT PITS SHALL BE AS FOLLOWS PER CUBIC YARD TO%OF NATIVE SOIL - SO%NITROGEN STABILIZED ORGANIC AMENDMENT: 'HUMIC COMPOST' BY AGRISERWCE (600.262416/) OR APPROVED EQUAL 16 L. PLUS 2 LBS. FERROUS ER SULFATE THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON -SITE LOCATION PRIOR TO USE THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. C) BID MIX FOR TURF AREAS: SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET: -4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT %ELLOG NITRO MULCH. -20 LBS. SRO -POWER PLUS 100 LBS. GYPSUM SOIL PREPARATION REQUIRES AMENDMENTS TO BE MIXED INTO THE TOP 5-OF SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER THAN RI. D) LEACHING: SOIL LEACHING SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL DURATION AND SOIL AMENDMENTS FOR LEACHING OF RECOMMENDED BY THE CONTRACTOR'S PROVIDED SOILS REPORT) WILL 6EBASEDON OIL ANALYSIS PROVIDED BY THE APPROVED SOILS LABORATORY. CONTRACTOR SHALL FURNISH THE LANDSCAPE ARCHITECT WITH A COPY OF THE RECOMMENDATIONS AND RECEIVE WRITTEN APPROVAL FOR LEACHING AND AMENDMENTS PRIOR TO THE START OF THE LEACHING PROCESS. THE CONTRACTOR SHALL ASSUME ONE ROUND OF SOIL LEACHING AND RETESTING OF LEACHED SOIL PRIOR TO PLANTING. SUBSEQUENT LEACHING MAY BE REQUIRED. PRIOR TO LEACHING: CONTRACTOR TO APPLY GYPSUM AND LEACH FORA MINIMUM OF TwO WEEKS. 13. UNDERPLANT ALL TREES WITH THE ADJACENT SHRUB AND/ OR GROUNOCOVER AS INDICATED BY THE PLANS. GROUNDCOVER SHALL BE INSTALLED WITH TRIANGULAR SPACING TO WITHIN 12- OF TREE OR SHRUB STEMS. 14. PLANTSYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER, TRIANGULAR SPACING AS SPECIFIED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSES. 15 PRIOR TO PLANTING. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 16. PRIOR TO BEGINNING THE PLANING OPERATION. IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. ALL WEEDS SHALL BE REMOVED. REPEAT PROCESS IF WEEDS PERSIST. 17. PERCOLATION TEST SHALL BE CONDUCTED. AND MUST COMPLY WITH-GREEN000K -CLASS A -TOPSOIL PERMEABILITY RATE REQUIREMENTS. 18. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY LANDSCAPE ARCHITECT DUE TO CONDRION, FORM OR DAMAGE BEFORE AND OR DURING CONSTRUCTION 19. TREES LOCATED WITHIN 10. (TEN FEET) OF WALKWAYS OR OTHER SURFACE IMPROVEMENTS SHALL BE INSTALLED WITH ROOT BARRIERS ADJACENT TO THE WALKWAY OR SURFACE IMPROVEMENT. DO NOT INSTALL ROOT BARRIERS AROUND THE ROOTBALL THE LENGTH OF THE ROOT BARRIER SHALL BE MINIMUM OF 10' (TEN FEET) FROM THE CENTER OF THE TRUNK IN BOTH DIRECRONS OF THE TREE. ROOT BARRIERS SHALL BE MADE OF A RIB SYSTEM, POLYPROPYLENE MATERIAL WITH A MINIMUM THICKNESS OF 0.08 INCH AND A MINIMUM DEPTH OF 241NCHES ROOT BARRIER TO BE MANUFACTURED ...EPROM". OR EQUIVALENT. PLANTING T LETS SHALL BE GRO-POWER PLANTING TABLETS I2-13-6(12 MONTH SLOW RELEASE FORMULATION). 21 ALL PLANTING BEDS SHALL HAVE (3) THREE INCH MINIMUM THICK MULCH LAYER. MULCH SHALL BE FREE OF STICKS, STONES. CLAY OR OTHER FOREIGN MATERIAL CONTRACTOR SHALL SUBMIT SAMPLE TO THE PROJECT LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DELIVERY TO THE JOB SITE 22 ALL PLANTING SHALL BE GUARANTEED THROUGH THE MAINTENANCE PERIOD. TREES, SHRUBS, AND GROUNOCOVERS SHALL SHALL HAVE A90 DAY MAINTENANCE PERIOD AND BE GUARANTEED FORA PERIOD OF ONE YEAR BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE MAINTENANCE PERIOD COMPLETION 2S CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS -FREE CONORION THROUGHOUT THE MAINTENANCE PERIOD. 24 CONTRACTOR SHALL BID FOR ADDITIONAL PLANT MATERIAL LISTED BELOW; IF ALL MATERIALS ARE NOT USED. THE CONTRACTOR SHALL CREDIT THE OWNER THE BALANCE OF THE AMOUNT. THE CONTRACTOR SHALL BID THE FOLLOWING MATERIAL IN ADDITION TO PLANTS SHOWN ON ATTACHED PLANS: 1.- GALLONSTOCK OF VARIETY OF SHRUBSGROUNOCOVERS 50-5 GALLON STOCK OF VARIETY OF SHRUBS S GROUNOCOVERS 15-15 GALLON TREES 5-24-BOX TREES 25. ALL PROPOSED TREES TO RECEIVE BUBBLER IRRIGATION. ALL PROPOSED SHRUB AREAS TO RECEIVE DRIP IRRIGATION: SEE IRRIGATION PLAN. 26. THE LANDSCAPE ARCHITECT SHALL APPROVE ALL PLANTING AREAS PRIOR TO THE INSTALLATION OF ANY MATERIALS. THE CONTRACTOR SHALL LAYOUT ALL PLANT MATERIAL IN THE FIELD PER THE PLANTING PLANS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT BEFORE EXCAVATING PITS. MAKING NECESSARY ADJUSTMENTS AS DIRECTED. PLANTS SHALL BE LOCATED IN THE FIELD BY THE CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THEIR ARRI VAL AT THE SITE 27. EACH TREE LOCATION SHALL BE STAKED IN THE FIELD PER THE TREE PLANS BY THE LANDSCAPE CONTRACTOR USING MINIMUM 6' LONG STAKES. THE T P 2' OF EACH STAKE SHALL BE PAINTED WITH A DIFFERENT COLOR OF PAINT FOR EACH TREE SPECIES. STAKE LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO THE EXCAVATION OF PLANTING PITS. STAKES SHALL BE LOCATED IN THE FIELD BY THE CONTRACTOR FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THEIR ARRIVAL AT THE SITE. 28. GROUND COVER PLANTS SHALL BE WELL ROOTED WITH RUNNERS MINIMUM 4- LONG. CITY OF REDLANDS ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No. PLANTING DETAILS AND NOTES PLANS PREPARED UNDER SUPERVISION OF $dlpa�j SCHMI DT 41KIMBI DES G N 40.420 GROUP Ili 04, Letter D.eor,PSon 56010o WWI PROJECT N0.:14406 PLOT DATE 02/13/19 DRAWN BY: LL CHECKED BY: CT.0, GS APn N Da6+ QUALITY OF DAD DIRECTOR 34 34 6NA LP-20 2019 02 13 ZANJA TRAIL AND GREENWAY PARK PHASE 2 85% CONSTRUCTION DOCUMENTS EXHIBIT "C" WORKERS' COMPENSATION INSURANCE CERTIFICATION Every employer, except the State, shall secure the payment of compensation in one or more of the following ways (a) (b) By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. By securing from the Director of Industrial Relations, a certificate of consent to self -insure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self -insure and to pay any compensation that may become due to his or her employees. CHECK ONE I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or to undertake self- insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861) I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the workers' compensation laws of California. However, at any time, if I employ any person such that I become subject to the workers' compensation laws of California, immediately I shall provide the City with a certificate of consent to self -insure, or a certification of workers' compensation insurance. I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct. W Wood S Associates Development, Inc Date. Woody Wood, CEO 7 L:\ca\djm\Agreements\W Wood & Associates Development License Agreement.FY21-0029.docx.jn