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HomeMy WebLinkAboutAGENDA REPORT 2014 0416 CCSA REG ITEM 09C ITEM 9.C. CITY OF MOORPARK,CALIFORNIA City Council Meeting of 151-4--20/4 MOORPARK CITY COUNCIL ACTION: /e t,�..cd , & AGENDA REPORT " G `?h . i�f�''�'� a d- BY: TO: The Honorable City Council FROM: Jeremy Laurentowski, Parks and Lands ape Manager BY: Jessica Sandifer, Management Analys DATE: April 3, 2014 (CC Meeting April 16, 2014) SUBJECT: Consider the Project Plans and Specifications for the Park Site at 161 Second Street (Project 5081) BACKGROUND On June 3, 2009, the City Council approved the Parks and Recreation Master Plan, prepared by Moore lacofano Goltsman, Inc. A major component of the Master Plan is to identify deficiencies as they relate to park grounds and infrastructure. Ideally, every neighborhood within Moorpark should have convenient access to a local park that serves that particular neighborhood, and according to the Park and Recreation Master Plan, there is a deficiency within the Walnut Acres neighborhood. The Walnut Acres neighborhood is bounded on the west by Spring Road, east by Moorpark Avenue, south by Los Angeles Avenue, and on the north by the railroad and High Street. The closest neighborhood park is Poindexter Park, which serves approximately 1/3 of the west side of the Walnut Acres neighborhood, adjacent to Moorpark Avenue. The closest mini park, or pocket park, is Magnolia Park, which serves the neighborhoods to the north of High Street. On February 2, 2011, the Redevelopment Agency of the City of Moorpark approved the acquisition of the property at 161 Second Street for the construction of a pocket park. Prior to acquisition, the property was partially improved with a single family dwelling. The purchase price of the approximate 15,000 square foot property was $520,000.00, which included escrow related costs. The cost to remove the existing structure and relocate the tenants was approximately $50,000.00, which included the cost of a professional service agreement to conduct the relocation. At that time, staff estimated that the total cost to acquire the property and construct the park was $1,000,000.00, and that funding for this work would be supplemented from the 2006 Tax Allocation Bond Fund. 58 Honorable City Council April 16, 2014 Page 2 On May 15, 2013, the City Council approved the City of Moorpark Mission Statement, Priorities, Goals and Objectives for FY 2013/14. Under Departmental Goals and Objectives, Section II, Revitalize downtown Moorpark with a focus on High Street and the surrounding business district and residential neighborhoods, which includes consideration of public rail transit, potential for increased residential density, and governmental and related public uses, the City Council approved Item 6, construct a public park on the Second Street property by March 31, 2014. On June 19, 2013, the City Council approved the Option "C" conceptual design plan for the park and staff has entered into Agreements with several consultants to prepare the construction drawings and specifications for the design of the park consistent with the Option "C" layout. The Council will recall that Option "C" was selected because it provided the largest usable turf area. M3 Civil, Inc. has prepared the grading and drainage plans, including the horizontal layout of all hardscape features. Architerra Design Group has prepared the landscape architecture plans, and Visual Concepts Lighting, Inc. has prepared the onsite lighting plans. DISCUSSION The proposed park site at 161 Second Street is a pocket park intended to serve the immediate neighborhood, and due to the relatively small size of the property, staff does not intend to provide amenities typically associated with larger neighborhood parks or make the park available for rentals. The closest neighborhood park is Poindexter Park, which is less than one mile from most of the Walnut Acres neighborhood. Restrooms, a large picnic pavilion, and gazebos with bar-b-ques, are provided at this park for small events and gatherings. The distance from the Walnut Acres neighborhood to Poindexter Park is similar to other neighborhoods in the City, as the majority of Moorpark's residents travel within an approximate one mile radius to their local neighborhood park. The park as designed contains all of the elements initially presented to the City Council during the conceptual design approval. For instance, all storm water runoff will be diverted to several below grade infiltration basins. The design intent of the basins is to capture a significant portion of the annual rainfall, and storm water runoff from adjacent surfaces, and infiltrate the rainfall back into the ground water supply, rather than flushing it out to the storm drain system. The nearest storm drain is located on Moorpark Avenue and staff anticipates that this system will retain 100% of site storm water during normal rainfall periods. The design also includes several areas of decomposed granite paving for picnic areas and the installation of bioswales, consisting of boulders and native landscaping to divert storm water. Decomposed granite is permeable and allows water to infiltrate back into the ground water supply. A low volume irrigation system has been proposed to minimize irrigation water use, and all landscape material, with the exception of the turf area, will consist of drought tolerant and California native plant species. 59 Honorable City Council April 16, 2014 Page 3 In addition, the design includes the installation of landscaped traffic calming devices adjacent to the south side of the park and along Second Street, from Moorpark Avenue to Bard Street. Staff contracted with a traffic engineer, Linscott Law & Greenspan, to prepare the traffic analysis and ultimate design of the Second Street improvements. The proposed devices will consist of a raised landscape planter, bulb -outs and striping to reduce the drive lane width from approximately 13'-6" to 12'-0". These devices will eliminate parking in front of the park, increasing visibility from Second Street, and are designed to slow traffic by restricting the drive aisle width. The traffic calming device adjacent to the park will also function as a stormwater infiltration basin, further diverting water flows away from the Moorpark Avenue storm drain. The plans show a pedestrian crossing directly adjacent to the front of the park site. Staff does not intend to install the ramp and crosswalk at this time, but will leave the traffic calming devices to reduce the vehicular speed along this section of Second Street. The crosswalk can be added in the future if warranted. In addition, the removal of the overhead power lines and three existing wood utility poles used for street lighting on Second Street will occur prior to the construction of the park. Each of the three poles will be replaced with a standard light pole with underground electrical service. Staff has contracted separately with Southern California Edison (SCE) to replace the poles and run the underground electrical on Second Street, and is in the process of preparing an Agreement with Oilfield Electric Company to install the conduit required for this work. The park will include amenities, such as picnic tables with bar-b-ques, bench seating areas, trash and recycle beverage containers, a drinking fountain, shade trees, an approximate 3,700 square foot open turf play area and a tot lot with play structures designed for children in the 2-5 year age group and one for children in the 5-12 year age group. All site amenities shall match the amenities installed at other parks within Moorpark for consistency. Staff will prepare a Request for Proposals (RFP) for the playground equipment and shall obtain approval from the Parks and Recreation Commission on the final design of the equipment. FISCAL IMPACT Staff has prepared a preliminary cost estimate for the project and has determined that the total costs to construct and maintain the park site are as follows: Preliminary Budget $689,894 (See Attachment 2) Preliminary Maintenance Budget $19,745/yr. (See Attachment 3) During the City Council meeting on June 13, 2013, staff estimated that the total cost to construct the park would be approximately $578,561. However, these costs did not include the traffic calming improvements on Second Street. The majority of the cost increase, approximately $111,333, is due to the additional costs required to perform the traffic engineering study and civil engineering design of the street improvements, as well .E Honorable City Council April 16, 2014 Page 4 as the actual construction costs for the island and bioswale adjacent to the park, traffic calming bulb -outs and striping. In addition, in 2012, staff contacted SCE to prepare plans and specifications to underground the utilities on Second Street and replace three wood light poles with concrete light poles consistent with other neighborhoods in Moorpark. It was not apparent to staff that the SCE plans did not include the installation of the conduit required to underground the utilities, as staff was under the impression this was included in the plan set and the turnkey installation cost. The additional cost to install the conduit by a sub -contractor is approximately $25,000. This cost was not included in the June estimate. The Walnut Acres neighborhood is within Park Zone 1 Development Fund (2111) and funding is currently not available to build the park. Fund 2111 currently has a negative fund balance of $941,229, due to the installation of the Poindexter Park expansion project and skate park. The fund balance will be supplemented by future development fees within the Zone 1 boundary. In addition, the City is faced with continuing constraints on funding for park maintenance, which has a direct impact on the General Fund. The FY 2013/14 operating budget for park maintenance is approximately $2,116,500. The Single Family Equivalent (SFE) assessment rate for park maintenance is currently set at $56.33 per household, per year. This assessment will generate approximately $745,000 for park maintenance, which contributes approximately 35% of the overall parks operating budget, and will require approximately $1,371,500 of funding contributions from the General Fund. Staff has estimated that the annual maintenance costs for this park will be approximately $19,745 per year. Funding for the long term maintenance of the Second Street Park will increase the City's annual operations budget, and additional funding contributions from the General Fund will be required. On February 1, 2012, due to actions of the State of California, the Redevelopment Agency of the City of Moorpark was dissolved and the majority of the funding for future projects was removed. However, ABx1 26 and AB 1484 allow Tax Allocation Bond (TAB) proceeds to be expended according to the bond covenants. The TAB proceeds are managed by the Successor Agency of the Redevelopment Agency of the City of Moorpark (SARA). On March 1, 2013, and every six months since, a Recognized Obligation Payment Schedule (ROPS) has been submitted by the SARA to the State Department of Finance (DOF) for the design/engineering and construction of the Second Street Park, funded through TAB proceeds. The DOF has approved the Second Street Park project on each ROPS since March 2013, along with the total allocation of the funding necessary to build the Park. Staff anticipates that funding sources from the TAB proceeds will be utilized to fully fund the construction of the Second Street Park, as well as associated maintenance costs through June 30, 2015. Staff will make a recommendation on the final approval of the TAB funds at the time of the bid award. 61 Honorable City Council April 16, 2014 Page 5 STAFF RECOMMENDATION Approve the plans and specifications for the Second Street Park project and authorize bid solicitation for construction of the park. Attachments: 1. Plans and Specifications 2. Preliminary Budget 3. Preliminary Maintenance Budget 62 ATTACHMENT 1 PLANS AND SPECIFICATIONS 63 GENERAL NOrES (LRADWG) /. b0a111D DW[ L M Aavlp.Kt wM IIT AeopnAlAw bry bEan.D CTLS A.ebl AavR B. AEAEwNIY II( LW! LS' A,D II( NAPA aiRAKI SIA,oA®Gm LIEIEL �L, SH�ICm�A/SWs. lrr AAa.ECI ARaMR,! d A,wa..L. AAp Gm mawrNr ruEAa. Is II( roSl B[SIA,CIAe SDYdID 9eAll R IHD. r. 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DESCNED BY: PARK RECREATION AND COMMUNITY SERVICES CITY OF MOORPARK pARK RECREATION AND COMMUNITY SERVICES LMDIxD PERMIT MD. NEIGHBORHOOD PARK 161 SECOND STREET MOORPARK, CA DETAILS SHEET 6xEET < or v DRAwiNc No. DR11,„ „„ PARK AND RECREATNNA DIRECTOR D.rt cx[cKED er: ENGINEERING REVIEWED Rr: ENGIINEEIRNp. „ _P_. _ rM wd[DI, — K E. RCE .1. wn MY v.L YLY v.L I S NpM x u rx I ALLEY I — ALLEY— vue[s PLAY GROUND } NALKNAv E%S1 rExt[�I RUSH 16.5 S �—[%5i RrCE 15.10 16.5 SUMP �PUY r a I RRWUDOx BSIx IW Vt.V1[e p' Ci COxCRFR CMB Mx. IPRpPOSFD OwSH GROUxO ElfSt. abIR10 (uE uurlxc PU4) SECTION "A" - "A" SECTION "B" - "B" EAST PROPERTY LINE Ilti NORTH PROPERTY LINE N.TS R/R R�SECOND STREET L SECOND STREET aL. f ®.wort FIST RMY N N IREND,( b' OtW. rE,rL D ❑5T. r IMVEMCxI • w D} ' . I aSr care w �I ]ul arsl. Ca+c. CURB f xR PUMA I SJ E%51. AC PAx WExi IS.D ��. 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A....,.mI, IT' cA.}olo DESIGNED I Dnwwx .: PARK RECREATION AND COMMUNITY SERVICES CITY OF MOO"ARK nC161 PARK RECREATION AND COMMUNITY SERVICES GWaxG "`"°NEIGHBORHOOD PARKRR,,.eoe SECOND STREET CAD SECTIONS SHEET Drce,v.o. PARK AI0 RMI— DIRECTOR wTe «�R1 0.MOORPARK, �I:R-- CHECKED HI: ENCINEERINC R- MED B!: AP—ED m: arc Dn.Rw, wo mTnE. ncE ssrsx wTE AGL JUWFS M1TPOWrED BY RK OWJ.'fW Ov x I=-- c�ANnvm .wF lNcerwuo Inm mnR AvaroxiN.re Gau DP —1 S�AJaN my ANo frrtNJ ll11II1u RJllfi � ��V -- rNF [[WEA, 8YA— nwG —O7 P GW FNJCFFgNC W, MwFOYFNENIf O PURSINNJ JNfWEID. UNOEWS— -1 — AD r TO ASSUME GNBILDY. ID EKKD Mf UN(KWSiDNED /YWN — —ANY I.." — DA. AND AGWff WfSUGIINO FWON D nG ipl TREE 1 1000-277-2600 � ID20' 20' ID' IM fXST— I UNOEFfXDUNO u!ll/I2S OP SJRUCMY(S NOJ WsPD /fp(WSIL RTD.J M'DIGIfO PV JK PUB(/C W(COWOS fXAVD, /IEWOW20 CR RECCNOS D R J [OCII(D Al f Ai 1-7 TWO EEcq[ vw 01 SHOWN N/ (XA.wNED W(WIW(D JD JAME DUE FREGUndNRY NElSlAPES JD PAtlIECJ IN( CPVnUDIDW JNf UIft/n£5 DW sI JmxrOWfs fax,0 "J Jhi snF. IJ SING BE R/E DONJW,CroW'S RFSPONsI&G/JY ID 2ND STREET FROM MOORPARK AVE. TO BARD STREET NOnry JNE oWVEWs a< /hf unun(s cavcEWNm BEraWr sJ.wnnc ro WgPX. _ _ _ F��R x Bvo..' a nrtr 9 a NS "I16J13 ......JG. M crv7L; 7Nc. ce,,.mtNp Am RR...aaa A,. o" sou. 2DI t DESIGNED 4t. PARK RECREATION M'D CONMDNII SERVICES CITY OF MOORPARK RA PER°"`ND. NEIGHBORHOOD PARK 161 SECOND STREET MOORPARK, CA s GI 7 WN vnnA AND accREAnoN DREG DIRECTOR E „ [KED - ENGINEERING REVIEWEDI CRY I—E.. — -121[. REt 511. DALE Camauno, CA RSDI c8D5) 445-44D' IAR (!DS) Any "n0, .. R.. ynN 1 - lyp pl.° il�Jn/I/ PARK RECREATION AND COMMUNITY SERVICES EUGiNf ERiuG RRDJED• ND. TRAFFIC CALMING SIGNING AND STRIPING PLAN DRAWING _ DES -p— P a[r510N4 AvaRWED Rr:40 u0 I q z O U V3 EROSION CONTROL NOTES 1.IN CASE a OICJH.[ . CHL CTTY a —.PUBLIC LT'ORKs 2 A STAMM F IDR EYEROEMI.Y BONE SHALL K W.ILKI E AT ALL TMS WRIW MRH MY SCASO4. NECLSSAM wi[RWS SNHL K ANA— ON WE AND STDOtPTLFDYAT COHMFMEMf LDCATOHS TO EACMAR RAPID COPHTMiI]N OFTEE POWTY MM Ln[H ANM E WRE., 3. OLLKD fHA11 MOT K MORD OR MOODD M'ITdR THE APPIMVAL Of ME CITY ENG4EER. A. EXCEPT AS —DD aE APPRORD " THE CITY—ECTOI, ALL REYOIABIL PROTECTM D ES —N SWLL RE N PLACE AT THE EMD a EACH 110RKI. DAY MICA THE S -DAY PROBABRfTY FORECAST EXCET. — S ALL LOOSE SOL AMD DEiIRB LMC. wY CRaR A MTE111ML HAZARD TO W -SDE PROPERTY SHALL K KE . FROM ME WE. A THE PLK AT a ADMMIwI DMC. TO MDUCE EROSEHI — — THE LE E LET TO ME DS -- Of ME CITY. ZA WARD RLL K POSTED OM ME WE MENENER THE DEPM OF —1 IN ANY O!A'CE EXCEEDS TMD (2) FEET, 6 CCSILTPG MLA- MAY MOT K RIXEDRD M AAK NOPDAmC. o. AFTER A —8FD LL ALL LLT AND KHRIS SHALL K REYORD ZROI CHECK -- AND DE3.11. — AMD MSHS PUMPED WEROSOM C 1D. O%I ROL D .MILL KWOOED AS MELDED . ME PEWECT PRWRCS[S AW PLAH6 Of MK C1WIE6 LRMRTCO FOR APPRMAI AS REOUIRED. 11. THE —SAFETY RILL K PROSDD IUP IN REOARO TO AMY "RID OR POTEtlTM1 — a ET.TOT . KWIKD BY SECTpN .1. R. K0. a THE COUNTY OROIMMCC CODE. 1Z. ADOOOwL EROSgI CO%I ROL DMCD MAY K WALED AT ME DIECfp1 a ME — EWIMEER, 13. I. THE OOEgSOMCG CA'L EWIMED M n ECTED THE SOL AND THEE PLANS RCRECT THE PRO—ED CWOTKNS OF M[ MtOICR THAT KOUIK EROSION PRORCTIOL KAiHERu[ u. IlCUMNCY, RC[ A3BM IXP. 13-]t-tA YDTE: THESE ARC YMIWY OH -WE EROSON EOHTTRIX M—RES. DMD MEASUKS HAY K REOARED A PR[A'CYT EROSOY WMW EEIDISE ..- PER—, EROSION CONTROL BMP LEGEND SILT FENCE (SE -1) 1 SAND BAG (SE -8) 0000 CHECK DAM (SE4) STABILIZED CONSTRUCTION ENTRANCE (TC -1) EC -9 EARTH DIKES AND DRAINAGE SWALES TC -I STABILIZED CONSTRUCTION FNTRANCFJEX17 NS -3 PAVING AND GRADING OPERATIONS WM-1 MATERIAL DELIVERY AND STORAGE WM-3 STOCKPILE MANGEMENT Wm -5 SOLID WASTE MANAGEMENT WM-B CONCRETE WASTE MANAGEMENT Wm -9 SANITARY/SEPTIC WASTE MANAGEMENT I' v e NOTE: NS -3 "•I TRASH RECEPTACLE (WM-5) ALLEY SE -1 - .PORTA BLE TOILET(WM-9) 150. D' MEASURES. PER REOUIREMENIS, FOR MINIMUM MEASURES. I jm¶,{1 qR IT,9RTtPlR IIlYI1JILLytNWCfI(61UI' ;-u SHEET SEE SHEEP 8. �I�c' -� I TC-1VEHICLE PARKING .• GRAPHIC SCALE { RI :. SDK (NOON -SITE I 1I q wi lEwLr moons eEroPE vOu ac FUELING OR CLEANING) WM-8 — I I I 1 1 WASH, OUT�r }—LE: �E `\I a PARK RECREATION AND COMMUNITY SERNEE$ PARK AHO RECREATION DIRECTOR DATe CITY OF MOORPARK DgADIuO PER41i No. NEIGHBORHOOD PARK 161 SECOND STREET 1 M A� $.... c ADD gewR. A_. 2D, cRR..R4 cA uw,D CHECKED 8Y: MOORPARK, CA j -AAOA 1 T I PARK RECREATION AND PNROIECtR NO. DRAWING u0. Ax (BW) M!-AAOt PPRDED COMMUNITY SERVICES EROSION CONTROL PLAN/NPDES 2 >1/,. Crtv FNCMR, OND ELORI[, OKE 5!152 Onif A I L . SE -1 '. -, q z O U V3 EROSION CONTROL NOTES 1.IN CASE a OICJH.[ . CHL CTTY a —.PUBLIC LT'ORKs 2 A STAMM F IDR EYEROEMI.Y BONE SHALL K W.ILKI E AT ALL TMS WRIW MRH MY SCASO4. NECLSSAM wi[RWS SNHL K ANA— ON WE AND STDOtPTLFDYAT COHMFMEMf LDCATOHS TO EACMAR RAPID COPHTMiI]N OFTEE POWTY MM Ln[H ANM E WRE., 3. OLLKD fHA11 MOT K MORD OR MOODD M'ITdR THE APPIMVAL Of ME CITY ENG4EER. A. EXCEPT AS —DD aE APPRORD " THE CITY—ECTOI, ALL REYOIABIL PROTECTM D ES —N SWLL RE N PLACE AT THE EMD a EACH 110RKI. DAY MICA THE S -DAY PROBABRfTY FORECAST EXCET. — S ALL LOOSE SOL AMD DEiIRB LMC. wY CRaR A MTE111ML HAZARD TO W -SDE PROPERTY SHALL K KE . FROM ME WE. A THE PLK AT a ADMMIwI DMC. TO MDUCE EROSEHI — — THE LE E LET TO ME DS -- Of ME CITY. ZA WARD RLL K POSTED OM ME WE MENENER THE DEPM OF —1 IN ANY O!A'CE EXCEEDS TMD (2) FEET, 6 CCSILTPG MLA- MAY MOT K RIXEDRD M AAK NOPDAmC. o. AFTER A —8FD LL ALL LLT AND KHRIS SHALL K REYORD ZROI CHECK -- AND DE3.11. — AMD MSHS PUMPED WEROSOM C 1D. O%I ROL D .MILL KWOOED AS MELDED . ME PEWECT PRWRCS[S AW PLAH6 Of MK C1WIE6 LRMRTCO FOR APPRMAI AS REOUIRED. 11. THE —SAFETY RILL K PROSDD IUP IN REOARO TO AMY "RID OR POTEtlTM1 — a ET.TOT . KWIKD BY SECTpN .1. R. K0. a THE COUNTY OROIMMCC CODE. 1Z. ADOOOwL EROSgI CO%I ROL DMCD MAY K WALED AT ME DIECfp1 a ME — EWIMEER, 13. I. THE OOEgSOMCG CA'L EWIMED M n ECTED THE SOL AND THEE PLANS RCRECT THE PRO—ED CWOTKNS OF M[ MtOICR THAT KOUIK EROSION PRORCTIOL KAiHERu[ u. IlCUMNCY, RC[ A3BM IXP. 13-]t-tA YDTE: THESE ARC YMIWY OH -WE EROSON EOHTTRIX M—RES. DMD MEASUKS HAY K REOARED A PR[A'CYT EROSOY WMW EEIDISE ..- PER—, EROSION CONTROL BMP LEGEND SILT FENCE (SE -1) 1 SAND BAG (SE -8) 0000 CHECK DAM (SE4) STABILIZED CONSTRUCTION ENTRANCE (TC -1) EC -9 EARTH DIKES AND DRAINAGE SWALES TC -I STABILIZED CONSTRUCTION FNTRANCFJEX17 NS -3 PAVING AND GRADING OPERATIONS WM-1 MATERIAL DELIVERY AND STORAGE WM-3 STOCKPILE MANGEMENT Wm -5 SOLID WASTE MANAGEMENT WM-B CONCRETE WASTE MANAGEMENT Wm -9 SANITARY/SEPTIC WASTE MANAGEMENT O I I NOTE: CONTRACTOR SFALLEOUIR EMPLOY CONSTRUCTION MEASURES. PER REOUIREMENIS, FOR MINIMUM MEASURES. I jm¶,{1 qR IT,9RTtPlR IIlYI1JILLytNWCfI(61UI' SHEET SEE SHEEP 8. �I�c' -� I GRAPHIC SCALE { 7A00Y2T�7B00 I �. wi lEwLr moons eEroPE vOu ac o p ro w I I Y I ps is m }—LE: �E J.N. I3.13BT 3 w 41_A 15 13 Opt. C.M. M CIVIL° INC. R _. OE51ONED B!: DRAWN W:: PARK RECREATION AND COMMUNITY SERNEE$ PARK AHO RECREATION DIRECTOR DATe CITY OF MOORPARK DgADIuO PER41i No. NEIGHBORHOOD PARK 161 SECOND STREET S.EET T T c ADD gewR. A_. 2D, cRR..R4 cA uw,D CHECKED 8Y: MOORPARK, CA OF -AAOA ENGINEERING RCVIEw'ED BY: PARK RECREATION AND PNROIECtR NO. DRAWING u0. Ax (BW) M!-AAOt PPRDED COMMUNITY SERVICES EROSION CONTROL PLAN/NPDES 2 >1/,. Crtv FNCMR, OND ELORI[, OKE 5!152 Onif O v I—A elm LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR PARKSITE AT 161 SECOND STREET City of Moorpark, CA L-1.0 TITLE SHEET L-1.1 CONSTRUCTION PLAN L-1.2 CONSTRUCTION DETAILS V IN L-1.3 CONSTRUCTION DETAILS ~ C.PL-2.1 IRRIGATION PLAN . ` € -l- L-2.2 IRRIGATION DETAILS --l- L-2.2 OD L-2.3 IRRIGATION DETAILS °`"" p ft=.. L-3.1 L-3.1 PLANTING PLAN R ° m L-3.2 PLANTING DETAILS L-4.1 CONSTRUCTION SPECIFICATIONS L-4.2 IRRIGATION AND PLANTING SPECIFICATIONS .,. __ ti\ \ rs t z sFInTV' 1 of fy �,,` •. , f HPPI, ' ',K, 1`«o,D-E T TY OF MOORPARK Al"ARCX CNI`~RA STA�NMONS �� Pw'°AHAAiEOP IHPRwEw q~>ss ASE CI 799MOO RPARKAVENUE Al" T.CTou we*`AuntouonBE�`" P nE Ae Tv T ...., .. Y., - RESPONSIBLE MOORPARK, CA, 93021 IHOT ARDIITCIRA FOR lElIll IFIIP 'r ':I _ ei". RRKr,TON wnrEOA LEO TO T~E Pno,ECT CUP-Co~s,xu1To~ (005)5178305 PROJECTSRE O^TRERUPTER CONTACT PERSON: MR. JEREMY LAURENTOWSKI -CJS. � � T- ,VD PARKS AND RECREATION DIRECTOR . y < IxoEmEET -. V .... SECOND STREET. 4 ��I�A�. ••• FIRST SUBMITTAL- ARCHITERRA DESIGN GROUP LANDSCAPE ARCHITECTURE SECOND SUBMITTAL - SITE PLANNING 1.800-227-26N THIRD SUBMITTAL- 10221-A TRADEMARK STREET FOURTH SUBMITTAL - RANCHO CUCAMONGA, CALIFORNIA 9173D • . - TEL (909) 484-2800 FAX (9139) 484 2802 SUBMITTAL- CONTACT PERSON: GREGG DENSON NTS. CHITERRA AA S RN RECREATioN AND � 9ER EE0 CITY OF MOORPARK PARKSITE AT 161 SECOND STREET MOORPARK, CAah ' rc.vonEcnuTOROwECTOR O ENGINEERING REVIEWED BY. o..~wo xo w,W w PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION L-1.0 TITLE SHEET v I—A J N „ CONSTRUCTION NOTES , IGx�,GTGa xuL�,w.��L. «FIDIFGmMGG,�BTBI'ISTD—A5«S, 0wNE4111 v��BTw, III1111IGrvITIGNSTFI11 iELr1BD� DrnEArEx,eAGfTHE 1.%!APEAaGM ITl ,e a tea' „ y NGiIGAISH "AwBf�,PE�,B FGPAllxE[fE.—ESAGIS frGA,AxuPE,GG�smn T.T_ E« 1 wnu AxpfFr[F UrWISx,LLc°xioB"iG PPDPEPtf LwE AxGiro DFYDPE[GNUTuxs sr,n NGFGP LD[Amu ci wAus AxDRx[Essrwlt eE aBGI mDOr MF CH L ExG xF11 OP GP 1 GC,v„px IF FW1wGs — ® — — 4 m.,tl Ya — — — — ttb' " mr — — — — — e.>' sr Jd° ��� ) uD saE[wL 1vnG.nUs iwueE aEx fwfG ArvD uroa"sµ°KDaxfursoE.AvxGw,u,.fx[fuvW,A ,PPBDvf°Ov,nE prxBBS BEPBFsew,,,Ert Paw,G PDUBie IGNFANN xux Gr Se rouxsxoicE. ° -ALLEY _ _-__ _ _ __ --- ae _-- — L FDBSIE G1wC. sEE.nx ExG xEEPS GIONG_ EwwGxxsfLrAAx�tl—AllGxmBGBG wx,G, s«fBfePGxs11111<°B,xWaaf°INS'I AANE.rvI SAND uGEF 5DDnF5 ° __ --- °� Bw,exx�w WB"1 BBGrGxSLEEVELx„us rvGEBVAVEGAP GuaFG BEEfBiG g""•"" ""a, ""v"' LIMITOWORK `."g �." Gnwr"ansa susc°xrlcr°as IFEEW aSI,G orEn„oHE«sxEEertx„r ` w P a I I _ Q� A > scoIS,BLernx D ID [oxBn[„nE Sue cBnGEAND rPGv es sGBS�EFncF>BF..an,4rvBEBeaCICAT IS UE°wS. uef aoBxfGwrn LorvG. SAH01 11INi,GPEGs. AlHNFTlHA SG s1Bv rBwxs runs. wuGswovwswanr".E :oou<aLE"°"AoRi��°�E GArEo°»o:P`BPaB E`o.1a",oeEG"rvxry rrol ra / I r CONSTRUCTION LEGEND (THIs SHEET ONLY]T i k. g PAI _ F v,Px Fx,Prwrn srGx[vB.xFPFGcowxxs nxG.ecexr SO—IS°KOF IeEf onAEx sxEEre u_ O , �LnRw Dnc"ecawA�fxvEacxnE cxEEBs ua o oFo "vsbGca,x Avvvon ,auxBAN a ® wrtP" FEB 111Df—TOxs1.B—LISHEET L,r. cFx1c xnF�FBs l ` IF-F.Y)® r (Y eO cntwExs G m,x aur smicruBE ev GrnEBs GruaA — pYB I V) PFNIG-GF EI .TEI nvAVBtE iwW-111.S7G-111.S7FBGLLCT-.P. O Cw.aCdL GNE SOGFL —E flTt,l. L iCd'S DF v,n°cEx eLUn ulT w,FF r.caiEc rD 0.EE AIR EIEG ENGINESIS uoA`AP'PBw1oM -c,-oEPeF�ow�:FOE„nx ExFnL,.t. eDk°B`'ABAx; oBsesrn>v Y ® Z OG IF IG 11 ADI ACC.- GG .zlGnlakG.,R.LPoIA • `" „ � N nG�L4,E�,C11-1 ar:oraa,EArIFE B i:.se AxAe.Be�,xBWGx CeGB& . D wE E\. PA PA i SE L1PRr[DTo,G[G�SfEDEr LE xfEtL�s �Lrn[G„ D mmEna BA 1 n ' PAI O ,3xNx TDB[uMSEFIfENC xG EEED[lAIGL] I ' 11-1—BEi L,.1 O IF XLH iueuw --.G 1015 BEND AS Swxvx.111-1—BET— 4 I I B”'RECausuxwLxl,�EB FIDDING 1111STEEL .,vAUBLE mBomn Mwe i,SI BEB.,a eEf G. sFx SA GINII 1-1— — — — — — — — — — — — — — Sp ISGSEaso. B. aeno caE neco - ,LE w rx -IS LIMIT OF WOR K 11 O �wmceeeGn.LLO n ExamEEa �Gws�fc. ­IN,lIGs,vxwLE rnBGucn wvun. moi EXISTING xEm nmxw..�PEB GwLExGwEEPsruxs. SINGLE STORY ,a aARAW Sc" SEfawLExGHEE 111 RESIDENCE ®BE EExaUx,fBAADaI._BO"Ea1e`>on,Ax.e�o�iwWE LwLmimmvs-.m.xsrA,. nµo::B°`ewB�iisiAvnueLe°Mwo�B:oITIS , a'«.�P°,"rvo��e'S.FD mI—I. FIRTINEnfowL. econm B. Bxm L-11 ® [eO,E�,BLVA"Nn.sB F,xBDmn mBEin"irnESls iARB,u°�Siprt leilgNi�exSDn wBwED`�BD O av[Exe0ATEHEu0lR aFAt'GF "[s0u"a"PEDB pp'Bsx �fEPS �5m 1N BAEF.LGw r xF xE R B L wx ILEI im O 11,1ASTE TI.,ALUW COCBFTFE6IW RAxS. CWBOx, IDx v_.IITGF mulmBS PRDR,G ° O 111"') Se,s OeDA �B0.,t 1CGAPAcl11.GaEcrwn[ALGENCE.L.— ���ppry t-000pE2�p olp00 PLAN CROSS REFERENCES FOR NOTES AND EE -ED -1.1 THISSHEET S. FOR DETAILS, SEE SHEET L -1.t PND L-1.2 BEEOR,�FBER�: O W'T�Gw.E .TEBFOADB-F".:".DBP-L„°xw ® BAA.I. IE o�sgE"p"��D Tx.F°BPGrA. G,NLxGwATBLwEPx[„L'E u LIGAIE PLAIN _ IT `� FOR SPECIFICATIONS, SEE SHEET -.0 FOR CORRESPONDING IRRIGATION SHEET L-2.0 Pn rn SCALE:1'-ED' PLAN SEE FOR CORRESPONDING PLANTING PLAN SEE SHEET L-7.0 Q NANIGIP rBUNUEEDms rtslvexcFuexcSBGE,. e e ARCHITERRA ° NxEG xxEDR�Tnx xDDD"owx EERx EB 0COMMUNITY CITY OF MOORPARK nr o PARKSITE AT 161 SECOND STREET MOORPARK, CA 2 P 1wnxD BECBumxDwfcmP A EcxeD a.. ENGINEERING REVIEWED BY: WECr ND. P PARK AND RECREATION EE, NA.,E G 1w,No D Paoxen CONSTRUCTION PLAN L•1.1 SERVICES DEPARTMENT J N OxuvOPROtOPAERSSPECP�OA1— f. STAxFna[9tARE.fsiuirt O[ Lx"lemr>SSm•. S3"�/u SeErwlRx uPvw6iERYAr"o coEwsm /-, Oi �m[R UYERp N'Am vEM�aAMRC�Ot[SiADFtOWD6FO rvuxrt IIIJJJ O CDRPl DxttMSl DE PERMASTRIP EDGING SCALE: NTS 7 dam, � F6� "" ETwIGT mL6 w"`iL"`"wlFOR -PTDmo A',KPCRLR[TE O 'L""E1M'P9�lRA'D-/u }E,� SpfARtAF 1t0 RAY SEf CCW 1t lDE0fA0IO0. R. puPLpT""'I. " Oi PmO0.E0 C—REIE MTY6 PA. 1.11 Sn lw Q 9RE.P0. PLwSSET4PR Rn. OJ yr Pu0rO6E (nPKNI. E_ QS mE. CE 1_—CE. LRI 4" CONCRETE HEADER AT DG SCALE: L4' =1'-0' QI r,T,1.BIA.aA—LTRL vn[Y RArrs. QE T R p Q uY O KRRPETRRPI v AAAI SM Qe OEmR EDRux A mO exfn. 0 I EP mYClk'iE71 uL Q CCMPALTED SLILO—E. QB Ewen GIDE Qi 011 R PCVRm COMPETE ROw STR Pw lx L GR! BRD$X Fw Sx. p oREMRCDx1NwDsx!a ...Tx Q] r0 Bu1NO6F ITEPG4 QF FwrenwR SE,T 04Cn GMRAI W.Y,ER hitt. PCE Q�wex RUAR6n B4CYFC[KREIE upY COAG Ar rURp O S'1NKF14GEDuu[x LVEREDTDE AI FATY [upB. ET RE ax PRK0.,DSP L,A CO (il P ,r a PR x w'�nE PFRP (� rc�im•nr n P 4" CONCRETE HEADER AT TURFBIKE RACK SCALE: 319'=1' 0' RRW SCALE'. 111-1 0' LEGfRD r` o lACw PEACD OCOONPLAR AARD --- i O8MwCIIETENCO PA � IArNCOLN L _ _ _ _ :.w,Mc,DRNrep"°"s 1rMqPPEe PER t �,RAwRrt.DDRRED1roroRPDM.1.EEmnAKD.11 I C--sxD„>RBR.PALREwYwYEm:��R�E°C',"a I © ADLPCERTCORCREISAl.RDPER C:IR7UC,rwMx i sDRC—IDSD—GRRE, .1R-11. I I E- ROATSIX"N."TED 1111 IN] RITPOCIPOPIS ��4 QQ001 �— O Rrxx O1 CaAtu SL -11,L RON AS ..R CN[ 11 P,Ax5 OS—DC—CIOR STERerwwe.-.11 © i11 Eu (RE ABLE Or [WERr eI ♦x vANRlmcR 3CREW60ry IRVR e[ Oe IrrT rP6wAS1F PIPE tOI PFpFOMrtDPrPE �6'-0 HIGH TUBULAR STEEL FENCE T-6” HIGH TUBULAR STEEL FENCE DRINKING FOUNTAIN DRINKING FOUNTAIN CLEAN OUT AND SUMP SCALE. I— 1 SCALE: LR• - 1'd• f SCALE: 1-11- QI SAR..f DRILL (D —SOLOSPER­DNER Q GROUT PDOIET PER wWFA<M1"E 11. 11 QS K RULLCRAMEEAMNSILYI A' W, wl I— © ADMCERT PAvrRG PER CGRdTR.C, Pll Q C OMR rtR IN REPORT PARK BARBEQUE SCALE: 1' = 1' 0' CI wM"FFs RR1K—KOEB6A'LEA633RSOL126RPTxPDO p m AP �G R AiERARPAYN .IND SOLS -RB. og� x —.mwG B�RPR DED I BOULDER PLACEMENT jW SCALE'. NTS v W STONE VENEERED PILASTER SCALE. t = 1'a' tr DETAIL CITY OF MOORPARK I'E """ PARK AND RECREATION COMMUNITY SERVICES DEPARTMENT °'ECT ND. ODSOfxiSx. COIOR,O SE FCRKLO Ci��RSfxiwnE PwrtxGMCEPpD. Oi w 60 PRECr ELOPI NA CELLS SOLD. O riNDSl.D kRwE ULY a CO RSSIT 0071AAIER.TEIERRrr n x 1111mICIEvu RTO%Yuma!IS%M20MCOBBLEISV DY - j O5 CMRER Fmti wRRVRFP. O COUPACrtDSUBOMRPEA SpLFxcwfFR60.FmR1. O4TwLxA6 CR SFD STDRExE,EERIERYDTxERmDRSE pAMR NIAL �,��6 .w «lRFRDwEmEE PARKSITE AT 161 SECOND STREET 3 MOORPARK, CA D 11 L-1.2 CONSTRUCTION DETAILS EWAL SEE[ qx Pyw ,. OL E -1j N R .—.—N -.NGREPa1F x+M COPrtAS urtEPEO. Oi Cu ME KKEPq E,bgf O[. wA.—c. lA' w. xxOKlMEO9YECORI. F O e 1 IIES 1-11.19 E! x Y'.111 It' 0 OExDFCfxe ptrsc�xrtA�K Lane m�pv�,xLb xEVExYA rS S O awAOfvl� L�ES�onxOFAAPI..Fa0iD WlFnxCF VMl.cVO © fx6xbuRF A1A[CESR RaxOrtRCnA ENGwEERS Pux. Ox MUMS FENCE PEw1111-TI-Itt. Oe uttN.ILCCPM iM OF Ye OxLE,ER [xf p0.IMLCCRiMG lA9G'M9gFOF GAiF O Y�'� UtwF EC•A [xf loll. SElPVM N�SiV COKKPFrt k 0 svN P S.j �orxFclgxl%azo cox*ngw.[Lceo 'Au wn cSomaurt mMaF�,wOFFFIIZ yrs [r w[LWcawain KEOtL 10' DOUBLE SWING TUBULAR STEEL ACCESS GATE GEPA0LOCRMDREV10 Me REPPE9EN,AlxE. SCALE: 1Ir— O a Ea1Lf SgNUEa�ScwrFw�AFKwNrtAnt-CPETEl TCSC0ll®iLm- OPMµOLw� gxeOR Aoanawi=tR / .1EORfu7OEi. PAITIM1— EwaM 9vGm Of NgONVAMRr. t10'E' ELEVATION SECTION AwiwiTO E. Cl-Dufcain scweE Fmi A MONUMENT WALL '-o• V a E . lJ 0 vu OEBLE'IS�OE,a1 AVAuwFi WL mea F F4irtS�Omw.OERwOSbT-' EDFOWL vFA Cox9mLCrgNLEGEfz. wA[ uN RCVCM eR F0 I' —FEtE WF. 6w To__ 0 EhLo.6wALE Ofbgx MO wr.M 10wOncEP—ObnrvE ftOry ACRWs COee F� Ox IxW.c Ct-6ASE I.t. [EEV A 1S.R[EFPfxf0 Wi50l FCGE. '0 s'�PxFs t—It.orx—t In ,D rw oE— irbEL: lovof coeRLE EM1SNG.. 0 EF—EPbruxt—IIRFwuP uonrwoamcobPLE aL1 sEE cna COBBLE PAVING AT SWALE SCALE. —1-0- (1) • -t-0' BASE TVP..•• O XZNC . aYSRETEFAIERLowmRRF.M.RED.—NAFISATI—C 0 .11 FP,AR—M .1- —11F 1I to r.. fxbxPANxq x9xGItC-1RttrgxIII FIR -ARONS D. ,G mRG a GON1AG11D COBBLE PAVING AT CURB RAMP SCALE: 1' - 1'-0' ma �MEEMEM I �An _m>/m;: �m CITY OF MOORPARK PARK AND RECREATION COMMUNITY SERVICES DEPARTMENT Fel xD. PARKSITE AT 161 SECOND STREET 4 MOCRPARK, CA oP 11 L-1.3 CONSTRUCTION DETAILS 0 VAesGVFt�Im•CEOa NMYwOp DNRSNG6uR� ROw PREvurtERl msvAl � _ ///�ASSFxMv vERPYFSROgla�gW ---- - / r NLLVpLVE1L PUCFS BL IVHRE SNpPiITE WATERPWOF UONTR�LLE 1m.uN e twsE xrvlE e S F w Y .1Y ,uxBTMvpPe$ ' F yam' pu*rt® CONNECTOR OREWAL REDwRI •e1I BUL% SITALE%PANS0. BLUE LOOP INN. RX'LONGI LOOSING VALVE OR WXrtE I�utiMw wnn vi pwiDBr"MSEw • SLR SwPE m AID 11 REARASO EpUAI)WIIN RAST( IMEORATEO (COMMONS •1-NUWNAPEAS LOCKING IIA INNRF AR PLANT y ) F .CONCRETE D LA. A MMD Oa v,o ATIN ABOVE IN PUNT BED ABOVE GROUNp BOVE FEE LACK PIGTAIL EXPANSION 6 - ? RR b L .U.. I,LF ry PICAL PSI,— LL Ftmsr6TEN, � 6 3 � LOOP IMI N. N' LONG I - PVL CE—T TO COMNOLIER IR PEDESTAL MASTER CONTROL VALVE T R SITEASDIAMEJER ME SIZE AS Fl AEFmuue l e q TD NETEa M¢ Oi 1q pMDLOMAflFvxvE mXt LaXW COvfA VAgKEO PRESswEaFCU.lmn METER GU ETER BAME SME B FLOW METER SIZE NIM DISTANCE UPSTREAM OF LEGEND. QI IV WwxD PusrO vuvE SORSCOVERwgxED IEgKMTW Mu nv Gil"PLACES O Fw INICMDF UNNTERRUPTEDPIPE 110%DIAMETER OFFLOW uSTEP SIZE? Q FIx IN E DEE RR—LEGDVD Ea NEED, IMUM DISTANCE DOWNSTREAM OF xo Qs -1-I IRR TIDx IE KD FOE ttu E 9? IATAUSIMn l -F R EWraENUwRq�AEM5 TO A SIXTLNE IS 'ALL DWO. ETC I MDIwil.11 COCAS ON PF.Oq O �sswEa7TdDS�M iO Yuv Lv Av vF1v UNINTERRUPTED PIPE (BY DIAMETER OF FLOW SIZD Qi 11­UEw n qu OR FATE WE. _ 5.0 �Ett BBWxEwEVERPW61B1E�B OP�MUR Ow PAEKxTEA NOTE: WATERPROOF ALL WIRE ED NECTONS. - MASTER VA. FLOW FLOW SENSOR SMU USE r SON BD NEAVY FOR TO � Y ©Y xmwC wLF nDAnoq �� FITT A. EWPFD PER--WAMrtDCRUwEOATwR[GATF BAVE DUTY PVC(GRAYI ELECTRICAL CONDUIT COMROLLER RACEAGDREGATE PRIDE TD IES ox OF VALVE BOK. iAlr A BACKFLOW PREVENTER (825YA) PRESSURE REGULATOR FLOW METER /MASTER VALVE BALL VALVE SCALE: NT.S. SCALE: N.T.S. LF - SCALE, N.T.S. , SCALE: N.T.S. DAme NR w.wKY O ELEETRC IONTRDL VALVE. � Kb mlxr10H Pp. E LE O .D. AT ORAOEIN '1 6EI xurE- EB`ETCEoND q N Mz SNELEAR I N PIE Ou qAD Vl oq N 1­1u.ND CPPET O roNPm °'62� EAsrAEbsEPIPE PLA A. Ex pwG59 .. suNaewwesNmx TAPe erenV�P. Oi BFFK MI Op SPMV KAD PER RRGsrox O ES u>ENN 6 : D G sow ow garoCTNERYALDEBON A—SEAD ISI YCRDSNEDADCK.STDEEP pIN T,TL. � axw, gMMMwIgEBGN �g ou O`gE5DIO ;.la ED NA.—TUIE ,. • xuw O w nm PIPE ITYP), ©wRl T LL A M Lv. :;:/ ND,T.D P D.E. wLBLxm.P E R O 1I TTI L• ro w x Vro,roul-E-r Ao as q Ow NN IOp p ET HIND N16 .WELD SwS.. BEDS Oa LIM NF SVVPIr �. iC1ONjy� Ld.s,nw,Nul PIC Oq METAUPETEELONTAPEDRTE'L TD PVNP'C VuIE PIPe INS'O COIL WIRES PER SECNOiGEONS. TM COR NFTALi 1NALE PPE O Ixap%xGIST KE INSTALUT10x OF VALVE BOA m. rPeseunesuw..w swnrli•A. ss''" OiAG ANO EDWATBITAG rvNwPERNEA&E P,vIxG. ur AP etuE O �OAACENT PAVING. ♦.TRENCHING / SLEEVING REMOTE CONTROL VALVE 6" POP-UP SPRAY HEAD QUICK COUPLER SCALE. NT.S.0 9 L QF MAeIF ER O= ` QS -T .1 -�TREF wCn OMTf lW3wEq IK�uS�NS""DPa GPU PER LEGEND RIOT LOIMWATFgM SYSTEM DEAST. INCLUDES 1418­1PER LEOErA WITN CLM,L SCALE: NTS. Pu "ti,y^ �i. r�w SCALE. N.T.S. D DRI Oi gREATIITTER (SEE LEGEND RI MODEL FOR MODEL NUMBED DOUAMIT'I Q1 FLEXIBLE RISER SCALE. N.T.S unsesp. vW., u.. r n w na^ R. ,^_'•,w; 14 .,. ne.+•+. �� •• •'"-'•'-w++++m d+••r <. awI u Eimx—I xPTIMn, ermaw�2.A"•y' -Wow :'O �w� O] PV G SCX. m TEE. n.ie.�uo w Q' , OO PVC BCM. 40 ELL u.•..,...w w.•rovn. .., s. a.. w,..sw v. Qy CxE pv Lv NCLwM K _ QB PVCLATEMIPIPE n �. .-. © OvncANlru Off.' IRwSSDCN �wwv ffmNPA S FINISH GRIOE ..swr� uwrr_ O 1A�M xIACLwED.vu F QS In Arp.0 DREEELBav IRCU— 's5i °P. 46.h" Ln'^mN O PUNT ROOT MLL Q PUNTING PIT Nu QV - 1.SWNS ASSENSLY hr+c RUSH VANE. .•_•,••.,.....0 • _ �-S�� IE nnNcumEDl a' sEcnoN i e LE ........ ,_ QurEwPmre�O s ANcnW.uLnwuvEuxmuuDwGED1 ."�'.�-Y"Ib n; Ey i •,.......... DR,"Nm°i� s:esecrDx�LE R Tpe1PwF� DRIBDAIw NDugGEq i�sr.A.Na.N^ .,..�ee� A RWS BUBBLERS TO TREE SCALE'. N.T.S. CONTROLLER SCALE'. NT.S. POINT TO POINT DRIP IRRIGATION SCALE: NTS.IW A WATER BUDGET CALCULATIONS SCALE'. N.TS ^ ARCHITERRA d e g n g r u p KRECgEATIDN AAD COMMUNITY SERVICES CITY OF MOORPARK ENS, �D PARKSITE AT 161 SECOND STREET MOORPARK, CA 6 of 11 DR.WNN TOGr nRNAxo RECREArw DwecTOR D EcxED . ENGINEERING REVIEWED BY. P D.ECr xD. EET,P N EPw�NG ED v[m Luum.q.. a P1 n PARK AND RECREATION = w POP .b me COMMUNITY SERVICES DEPARTMENT L-2.2 IRRIGATION DETAILS p , .Il —E— I I I. -L. III III I I I I 1 1 2 2 1 1 1 0 .3 In OF -77" A 1.0 n 1 RUN7M­MU—', Tl- axeerpn. c. CONTROLLER CHART —2 I L X, ano A—, -7— 1 - SCALE: NITS SCALE N.T.S. SCALE 0 0SCALE -S SCALE'.NIS SCALE N I S SCALE N T S OSC.LE NTS ARCHITERRA ci—q� 9—p —111--ON—COM I CITY OF MOORPARK PARK AND RECREATION COMMUNITY SERVICES DEPARTMENT PARKSITE AT 161 SECOND STREET m CRPARK. CA 11 e. ft—N—C-- —MT11 AT, ENGINEERING REVIEWED BY: --I N. IRRIGATION DETAILS LN:RR R J.O�MRRIERNOTE: FR. { q(� — — `— — — — — — dETECrEAa9Fwa 3EEmxerq - ------------GI I GV --nW"wI'—,awA¢mewesEDcw,.rF Nccxw. I. I� __ —— _----- m lllR �u.ISR PLANTING LEGEND �.LDx T'.. � � '�% O O *a lymnrmmet vGwJn wnrtr Gxvtn wnntrxa xlnx x. Ba. EXISTING I'lNQLPATE,o "s°pc�r°�e; E aFE`�Nw�u oa l�xE.aes SINGLE STORY I FrN o,G cx�Twio FID mxon gxs�r«cx o FIC I 3T,G.F;nx aw,D RESIDENCE Nsu�u,gx III P-1111-11111AT1111. xerE waaExOvrx0Ax0 xEwSTAuwc raaq,NOv wurwExT.AxO 11Auxnw FFl—APFrgTwsi,uE0FlFAun . aEFEa,OPuv,NG SAECP4ATOxs FOB rxSPwrqutEaicGroxSCr[oUIF. PLA nx-FCUB rTTUIDNAEOTE TaECfGiDxS w swil BE vuxrEO,FiEa mrFPEE vucExFvr Bui xo, BEFonE is w ory LOVEMGF IF, rn.:.111Ev,orapvEO. ISFE Wlt e uvos AeE xrw r xswu xFrv0o5 rmA v , 0 xTxE SOes asv0a, ar w,wtE ue0ru,0arE5. PNDTD BUBNRTAL MOTE: 3 i a mBw v A,qx F1ESOBa wai wU Ux x O 1111, IIEIA"Ill "I 111111L III P x AT 11 P111 I -S DES, PNOr�MUAsrO sriF wris lrvpNUn PPAOvuFIEDI s pEvuCE'Ei3c"uxiw. T.."fPuo�PW�nI F"rn OSUuswtrtu wi ovCniFnaaINiS m4EAwaovEOarmEuoCl7c1 vG r PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-1.1 AND L-1.2 FOR SPECIFICATIONS, SEE SHEET LA.0 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-2.0 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-3.0 SYMBOL LEGENDIF ,n.E. ?s. w '^'^ —11.1 w6'.E=rc-.Es1 wa Ea s 1uxwswureXsvu TkFE �o"Trv°s sa *w:Ton� a AB x„o, F �, , qzx F ,N,PO Ear woGiEDDxOwwM 5 soxAn. s. sAs¢vxr.F rxExwsEeAr vsca. rx xEa S aEraF xrnrx xoeew oxse orus?Eo "TxE soo ru"I Axq nr i,« Dw coxcaE�F wwcuaes swuaF OFxaessso.TswuEuxes DIIFICx PuvTEFI uxaw I—FDI—C.--A Il FE ARCHITERRA d IF3 1 g n g r o, a p� R -Awm EY —NII"""`"TrDN»q 1.1 gxx�r SE -CES fy CITY OF MOORPARK PARK AND RECREATION COMMUNITY SERVICES DEPARTMENT - PARKSITE AT 161 SECOND STREET MOORPARK, CA 6 DF 11 TM -RECFEAT—Dra q,ETTxO ENGINEERING REVIEwsD SV. EETx.xE L- 3.1 PLANTING PLAN DaAw�xr, o 1- E Sil'DRLVrom avmE /� � fiq wityoWiPfiFESiaLREE Oi DLDDDFI0.EPwF fPFE srvsF.IT YEP - --,e ~y2' NE Qi .' nu a�w v wA,FaxG usw l,/ }�,j a oa LEss • 1REPxafD BR[xwu vvFa3PFEIPc5mv5. - O0 VERA R,RYETB VEa 6PFClPIrAipS. FOM1MCI(Fu \ PL1X VFIN O TMirvE YrHERNiSui rTBFLrTY OLSD uReEDRarrvF m4. AIEI SEE 1— 11 / O dD' Y err EDUAL D aLopICPIs FIc O RaSDPGWPD IVI rUPP RPELS aIYI. evPF un Z1.aEDDEDfP.vIPG JN Lp'= P a s P Y E r u'TE EoT P E r -'===T— rer..n DUS,a aDrSGVE FDGEE"at Q —L-- a n es° �ro D m ye III pmxlp.�Yp� �� II r ROB�aR�aDSEs o .D wDE ,Bx wem ,ma rnEmmxp EPoo,�uom xDpnEDrx, II 9ELTNtES VFNF,�IprgAR Ip PPEVNW wwp3. O SBER4,0 PoRu walEaxG NNN r.,—M,— ox SvaxGsspMESxx'Le� GrFOOx Pux6. BEE LEGE QcweaETE rptwuR pa Sue k rt cucaErE cUas oa sPE w.L,. —AIL.— _ n I.S.TIES-1.YlooBj.. L nnursar FceFvmorBRuwlrx QB vFanaLRnS Ig'"f'--``'")'Q o-' Brea Pm ET, color CICI oor PUCE rtPi41IIA LRm w PurrpWTRrKa Palpa TGPuxmxG WapBSFRVRnw ©CDNPnCTEDsrsLwDE A DOUBLE STAKE TREE PLANTING A%. SHRUB PLANTING DETAIL SHRUB / G.C. SPACING LINEAR ROOT BARRIER SCALE'. N?.S. SCALE: N.T S. SCALE N.T.S. SCALE'. Si T.S. '. ..,,;...� ... ::...:.::... r .. WALLACELABORATORIES,LLC Ar<nnnrDr.amc,.p..+er.nnma.n.b., ., Jc5u — Clrcle EI S g dp, CA 90245 I Thr evlt r n em xh.11 br kr. nrn I n cors. c S wend n. e phone (310) 615-0116 fxx (310) 640-6863 n INN.or Iry aeJ <.n.r .n. Dee m on Marml s. <n nr n � xvapBGPrxMGDEPmRPp r OE = ala ae.d�w „rer ., ralLvlore sols GrcpS Drown. SdcnwnLFertnirmeJrslbmbporircom rYres u�r e'.e ruMrrrr,au<rs eR cumru.rs, n<'rrned yr r elel(e. pax muesn nr lir. in salrs........1, mereluclne fium�rceJss<eJsN O�RwD pEUPrxprxfADFRBMaO O SETMtw6rw—ero Pu oP wiula fxaaWxpuGxRY COwv[r. r Uebi6nerouD 1022 IASI-1AI freeof DetM1oFem enJ cher)<Ineno�.. mer<rwls. lo3:l ATnd s EDDED wLpn MEWUGRxq mWt S uBEeAPEewvs ¢x Pb Reneho Cun F. .A ulna P. ComPosrN woodpMnns arc mneiriurullY emeruN<hunle humus mum M1e ., pre<rml woos bean DmaoLNx.re noreorrpr.nlr r.mrn eTo b..m onrrd.00J or Qi EsxeR.oE. s 0ueeTDEEP....EmEeuwuaT—Al- r[. rear Rt. w.mnr A— 1.11, Cityd.Nrumn[Sire Com 111 Ue1l- .. Dr., samNe lD lx.s-uc sloJs<-nA,eJ m.rcn.H.re nor .arr.be. i s1oxELat DEEr+EUFpFWFApNcexno Q PRyPc "I" Cerbomniwgm ., rMnlsi Lucn�P,x.FawAx,xa wAx Drt r II brN, nrr ursP, ll ompon sn.1l .rTon,r »xnoro m.lpJpm�, r,r,rrr.e or d.romposirroo ss soil ish nl Y al4ehv a pH of x.23. Limnrono ie Pms<m wnicb InJucn rmn I. m penkll sr Snell nc 1). mch. 11'. u, mm. sn p a Nu. 4 17— MAtxl..1 raEEs exp SxarpB. Am BLENDw,DEmEsxr fFDIMCpDVEP ePG3. . pPRGD pFCCwosFD pawrtE UIOFP rPEFs III I..I SEN Prnsn tfenl Pwp BIE`NTDEmf$. oMDE F PawEwExre Aa. N swxu Ea wrsssY x R o u 4 P P EC 6 rID '111 aefs,ency rn rmn rne(firienr nt ecid�lm rpp r 1 pl.nr+. Selin,ry i, madenk a I.0 •crecn for wrl .m<nJiny la. ,ilhrp PoreNrum mude,1. n Nionpen, m.nranne aW pnomnonn arc N. M.e mr Tora ..rmrm rprel �rrem<rram<m,np.,,xr<r «arm. ,,,lrr,r.na om<r m,rmn„m<ne.r<.r�(rrcr<m. e.en.bl<.wrxm r. p<rmi,nm<pon„Lrnro�r<r,rr,norrx pVN Towau.aENovEwaspPY ,.. ro N oxc E RNax D.P n rapaPw.rrw pnx4 mo<n ly Nsh. SAR ¢oewm edxomrion miol<�v. minion on. dry wrrsnl ne,r. km DDr Aft MULCH N.T.S. dmpm m,e x Iv,r �D.G MULCH �VINEPON BLOCK WALL p,, I.— on a'.— w'�y m cors p .n�i m f 1'. The nrn ere per 000 xuuerc r 1 rromu� N sly M1 mA . msolybd SCALE'. N.T S. SCAIE. SCALE'. N.T S. dm sulfur (S4SO)-P Nnrnd, re dr<ply miwelly eud lo„er rnr ,H 1. 1<ss roan x.0 and redact me SAR m Irss lha� enplerwperypo,pluu fp-0B-0l-r A" -.,d, aril, em .ulfere 1211 "1 er 5 pouml, pee I.(urU sa n leer. priculmnl Syp,u eO foaWl Spny ror nmd war e Y needed wle.rn rhe snJ enawm..,e rPovbsrr so..or Drs.n wu., -.bora Srnbr<r•m,. <--- .1 111. x r r..N m<soi1.o nurser on enJryw pnrbuu Fur .only amI,1INI1in.U.m aISrpma6 Pe -I IIInv Lw the p coopers uslY bkn0lhe follnr b renals inrn r. Mun mudw x D-rrudre 1111111yclean so,l. Renes vrc --dper�obic yeN: ren N1II ID” rvn Jefi<ie a tle r P rrM1 Barker UnJrrwoud Spam IS Fe m mbar FeEUDHA crheleted Iron ry rc Sol-Ir3 Nmnd TnplPe sulerpMTh- nerc ( (04s -0I - l/u pound Sincerely, epnxolrvnl gpwm - 3 pounds mendmenl -.norm I S W^ by wlrrme.,oll�nenr fur Jv. n. SM wrl u.Senic m,rrrr on. mr wasnr Harz .11111, Ph. D. k rwrl emenJmml. L.nwn I. -11 hma en --I.bl<..n ronknr ofno le„ IAm fia. ana no amen dug „nellh. n kers 5Ui. on•dryw F uu -. r nor mxr„a,n.11 n<b<r.a.eena,_. Soil Analyses Planl Analyses W. -Analyses Soil Ana,— Planl AnPlBeri Narer AnSISers i SCALE. A SCALE: SCALE: SOILS REPORT RECOMMENDATIONS SCALE f w, ARCHITERRA des g�rvg��u� aCPE'. E—aNII --1 SE—EE CITY OF MOORPARK x PARKSITE AT 161 SECOND STREET MOORPARK, CA 9 -- cF 11 wx,y PAaa A,m REcaEArw ouecrw ENGINEERING REVIEWED BY wmrr,o n..m�":.c r PARK AND RECREATION EEr x. wEL-3.2 PLANTING DETAILS pa.wrxp rvn PaoEEDr COMMUNITY SERVICES DEPARTMENT CONCRETE v wewvmorm µaw.. +T•�..r.. �w-R •_ �u±i i� wwr ryr • w.ii. �.ea.-...nr«n.-r .r ":STJT • .ter:-%�.m.wnr.nu..u...,.r+ +..w «...0 END OF SECTION PAINTING uw•r.,.m MEE a ..r..^•^«a" ENO OF SECTION TOSOLAR STEEL • . u::�'�r9��".r.. .ore..... ..... END Of SECTION CITY OF MOORPARK PARK AND RECREATION COMMUNITY SERVICES DEPARTMENT PARKSITE AT 161 SECOND STREET MOORPARK, CA L- 4.1 CONSTRUCTION SPECIFICA V- CITY OF MOORPARK PARK AND RECREATION COMMUNITY SERVICES DEPARTMENT PARKSITE AT 161 SECOND STREET 11 MOORPARK, CA L4.2 PLANTING 8 IRRIGATION SPECIFICATIONS WALNUT ACRES PARK MOORPARK, CA ELECTRICAL CONSTRUCTION NOTES Nl- 1— � I-E-IIIII - 1101-1- IIIN I I_ TAIDIII15 10 ItRIORW 11-111L — I—. 11-111C C I TZ� "I I_ "'IN' I I 10IIIA111 —D— 111111 AI 0-1 11 —0— A I, —I—INI 00-1 1— �l III I I —K .11 � -1 A511AI­ &-- 11­10II W IIT 2 .11-11 I'll 11 11110 A 1 .0 -11 Al� �1 I—N— _Z1 I "L 1-1 51 ll II ­ 10 — I'll IN -11. —1—I ALL -- .1 —1 E11L El I 111-.I �C=1� � U-�D -1 'L 10 Al, 1-- 11-1— -'o' FRI", EAI_ ., I__T __ I_ oI ._ _'I lA,• _I _O A5 — RID 11 Z'I'l IILZ`I�l L- A2'—""',.1I IArED AI EI- D. IIN— ILIC— IR IIII I � I E_ I 11,l, E111 I.IN 111110 111 0-11 A RICO- IlT 11 IR -1 I ­IG 1 " =X 1IL I -TIC — —1 EI AI IQ ef —1 —1-1 111 01:wITl ,I,5�elll 1,G IIIAI.- — IE 11L N— 11 .. 11-1 T111. T. AI I e A L_I I. ATI1 I N15 Z" III ALINIIIII 11 I'l I-1 � IN C ­1T. —TE. 01 —1— I I -All -A11- TI —IND TI. 111111 11TII 111C 1 11.1 To IT.' .1 I.— ­TIN All Al TI I— T11 t011'.111 �� 1-5 — Nlt— III CIN—T��, 1"I �I AT —11 111 El- 1111-- .1 T All 511, 11 10-1 D ID 'o 'NT II,o, I. IT- .1 ­5TIlT, ­ ­ TIE C11 MOI TI ITAIY 11 CIN -10N — -- ITA'.— "1" 1. L-1 IT -1 1ITAL ��'T'IZT'O�R�51ALL CO—I — k— rOk --t 1111 AII —11D 2� AATII E..1 I—L T11 1.1 ATI- IIII 1— -5 -0- A �- 111.1 C- 5-- 5IE A-5 A IITAI —1 11 1011—Tll III All I - III I IT" I"111LIC I1M11C —IL III I MI III C1 1AT "Al AIIIII '11 51- —-1 I—T I—E. 1111 —11. 1— ­ I-T- --1 SPECIFICATIONS GENERAL NOTES LEGEND CC -T1 —1— — IeT11 ­ I OW — A —A 1-T 111 —1-1 —IT II.. — —11 -1 G -Z ­ B -A L.—T Ell uwwaae —Ille 5-1 fl, I A.D IIIAL 1IL 3 =71�Tl -e— 11, 1-T11L731 — 51-11 —T 51— 1-1- —U1 11 —11 —11 ID113 1Q11'-11Ell111, .1111 11DIF IAL A All� A– I ITI—IIATI11.11 —AIIN Ell CITI, ­ 3 I SFIEET IND TITLE -24 APPLICATION CATEGORIES III 111.1..<. .—AT -1.1-1 0 � _ N, A wo 5t— —DE -1 IG11— -0.— � .11 1111 —1 —1-1 IGN 1-1 L —1 11 PLAN NOTE5 u aN �a �w -i �, go e� kkk m� � N 0 e m N V K - Q 5 Q Zo � 3 0 N � m � a O < u a. v � m u � O Ppcf ESSrq„ .� vlEto C NIEDERNA 9Jf R CM�f �c \ fievisio s. \ Sheet Info. .Fv. ar �'Psx \ sheet Tsr, L!GtITING LAYOUT \ sheetrt�fe�en�e: EL -2 2 4 Rel .tt�R[BEe .oL[5[[ =enPDL.[ , tt � SCnPDLLP 'a Con*egCio0. snaLL F wcrt,4onR0D[r5vn anOL[ naL[ a CC11 Re. , 4s °es A nAoe.�.yM.OR..y.o'.e.•rw.°.Ro-.... a.Xe�es[.Rosm.'Mravf BKr[LLMar[R� ��e Tne Mare4e<M5[D eoR B�r[ L N� Tn[ rR[x�n eBD�[ me [tteu0 w urwa0.D *o Me sVPCRMe nnaiL & [Re[ Or ROCrS rn[ . C n . ryoMnLrROai urr ouoeueroL CO1111—I-1111 AN 1na4B1RNm�L1r[ew;0.wD Bn�DxG M"TeR � �� OR CLOOs Lr.4GeR.'nar r re.GePo0oDL oeRue�NoMeeTxcf AN 11 xn eD•M: RenR eoGnte [x,e Dr0u xDreNnerrRCN E Col ID cp AN OveR N5111N, 111N ro 5-1 day-oi'o�,r\p.1�4y:4e('Ts"l'U''rt. ` TIRID " MoYsi [ffw^11 IL� oe1­1 14 [co 11 11- '11 Ter�5 aRwAu . el. N^�.' R�e.• R MLL .MRc"OocSEo -1orM111R ar oer5C Te � "s 11 C0R[OeeoUx N ANC -1 - T'C' =11V Iv n -1-T INE11-11 .1 Co—III, .. oP' .e �._�I .R+R�.T�.Roo..slSuiel1 oTR. modM. - esgT a i �TEIeT ° ° 1 3 q ITT e•Rrzy,•(+•A°ewA"Y. a.mT eT o.x aVRMDPt �c.Me"o0.T�o�,MIe" o.�crae:Dow LxL .,Srneoc V01TLO Be ro c+�'rre n tni nC01M Dr x1 1111 coxoLi s - `°te. prcoR "rnx roM xr wr a, o4vuliur.Imc ry eB �rrvReaA .0r cIraL e n I'IOAll r. Cr TYPE'A', '8' AREAsLIGHT INSTALLATION DETAIL TRENCH AND CONDUIT INSTALlA71ON DETAIL ,uu."� R - snuL Be -10 e. M[TeR snaLL oe eo,reeD w,[n r T woos.l .a,rer n[TeR NsrrLAr oN. h: a iu"I 5ee1ou. rRov�oe «.n Rea.rAae.x seer D, "' CTI seenw. onRo eee�srkLeD J SIGNAGE DIMENSIONS' c 15W r 2.5' H. TOTAL SOVARE FOOTAGE- 45 SF, B rRe r. ucn 5111ILL -op sKL&sR accoR�Nc ro Nec �O P11 1ANIL .o .M.e _5 R "+Re AND _ —:A _� _ L«anox OA k.A 6;i� .eeoN..°NcroRLLeI I A I I 1P.,- or Mo,rvTxGe 5EC7lONy1eW To RP ve01. C_'_o4. Ol— rrsA e s Ke 111 G Efts SNAR BOE SER ES AND TO ANRE O ACCORDING 0 EC. R Dc .. so D W PCNux� xsraenoxs xsruLAr orv. xC N LGnrs o ROLLeoe m«eu ANI Lcnrxc co neroR_ FRONT VIEW ca.1 METER PEDESTAL'A', LIGHTING CONTROL5, 5CHEDULE. 1 -UNE AND INSTALLATION DETAIL PER CEC 1 O D Tl'PE'C' MONUMENT LIGHT INSTALlA7lON DETAIL ._ "_s•.r_.. rtry uMecT 7�n[D�L[ 9DneD�Le 111L ,=14 F 'OLLNIAT.ON TO ON L Guo. r.Dnn[c[D r .n.• lave IINi1 A !� `• r04ilOxr wlole4e3 vx IXO BY CCrvo 50�G[Ccaca1 a-----� of swxy�yi.•.awwti vne •ee ow IYPE'D' AREA LIGHT 1N5TALLATION DETAIL Rel 0 0 YI RM > 0 o < o o 0 < o 0 0 7, TITLE 24 FORMS EL -4 4 . 4 I [I. 1 2-1-1 �F.TF,�L� OFC��U­ 11 L—C OF --F P., 3 1OL G CCE"Fl— OF COMPLI—E d, E 'P., CERTIFICATE OF CWPUA— (SION UG -mal jl— ft— C C-- — (VGN LIGNG) f-2-1 SLTG-,c 1M OF COMPLCE " J:7z«-, �7, 1 a AI 0 0 YI RM > 0 o < o o 0 < o 0 0 7, TITLE 24 FORMS EL -4 4 . 4 I 00000® d, a AI 0.0 0.0 0.1 0.1 " 0.1 - -071 0.1 D.3' 0':6 -0:6 0.1 0.0 `0.0 0.0 °a 2 0.0 0.o 0.3y 1.1 1.2 1.2 1.7 1.8 1.8 2.0 1�E o.o b 1.1 0.2. 0.3 1.0 1.9 1.7 1.8 2.1 1.5 1.4 1.7 0.0 ` 4'0 ':, r 0.6 0.2 01.4 0.9 1.1 1.3 1.3 1.6 1.4 1 7 1 /j \a'Q7 0.4 1.0 1.1 1.2 1.2 1.2 1.6 2.2 0.3 O.li 0.4 06 ', 0.9 1.4 1.4 1.1 1.2 14 'x20 +- 0.5 0.2 0.4 .6 0.9 1 1.0 1 1• Y •1 9 0.0/ •� 0.5 0.2 0 0 0.6 1.0 1.0,0 0C9�-- 0.0 0 "� �, "' 0.3 '0.1 0.3 1.1 1.2 1.2 1 0 '-:0 7 -b-61 o.6 0,5 b.o No; o.2 b.l 0.2 ' 1.2 1.9 1.2 0.6 -0.6 0:5 a 5 ;0.4 •0.0 0 { '0.1 0.1 a, l 1.1 1.6 1.0 0.7 0, 5 0.7 7rnrn7IIII ''.. 1.0JI.' 1.2 0.0 0 ry// E 0.1' b.o 0 1...9 1.4 0.8 0.6 0.4 0.5 1,W 1.7 1 <, a.oo a ; b.o 0.o _ 0 1 1.1 1.5 1.0 0,5 0.4 o,7" 1 1;1.6 0.0 0 / 0.1 0.0 _. 0 1 0.5 b. `,R, 0.5, 0.9 A 5 0.7 �,_: 0.0 0;0 0.2 '0.2 b.l'. 0.1 0,.2 0.2 0.3 0 5 -bi9 � 11.9 1.6 0.0 0,0 _ _... ,. ..; 0.3 0.2 \ �" 0.0 0S .. _... .. ..... .... 1.5 0.9 - 0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.6 1.2 1.3 1.3 1.2 0.8 0.4 ATTACHMENT 2 WALNUT ACRES PARK 4/9/2014 Preliminary Budget CONSULTING TEAM ITEM DESCRIPTION QTY UNIT PRICE UNIT PRICE TOTAL Civil Engineer Survey + Grading Plan + Traffic Eng. 1 $ 32,890.00 ea $ 32,890.00 Landscape Arch Construction Docs & specs. 1 $ 24,750.00 ea $ 24,750.00 Lighting consultant Lighting design 1 $ 7,750.00 ea $ 7,750.00 Construction Mgmt Construction Mgmt 1 $ 28,500.00 ea $ 28,500.00 CONSULTANT SUB -TOTAL: $ 93,890.00 GRADING & DRAINAGE ITEM DESCRIPTION Grading Grade + equipment + erosion control Infiltration Trench 4'x5' w/gravel & drain Infiltration Pit 6' diameter w/gravel & drain Drainline 4" PVC (tot lot system to infiltration pits) Tot lot drainage 4" perf. Pipe w/gravel and filter fabric temporary fencing chainlink NPDES erosion control measures GRADING SUB -TOTAL: PLANTING QTY UNIT PRICE UNIT PRICE UNIT PRICE TOTAL 120 $ 150.00 hr $ 18,000.00 125 $ 150.00 ea $ 18,750.00 2 $ 1,200.00 ea $ 2,400.00 35 $ 20.00 I.f. $ 700.00 275 $ 15.00 I.f. $ 4,125.00 300 $ 10.00 I.f. $ 3,000.00 1 $ 2,400.00 ea $ 2,400.00 $ 49,375.00 ITEM DESCRIPTION QTY UNIT PRICE UNIT PRICE TOTAL TOTAL Trees 24" box incl. root barrier/staking 14 $ 300.00 ea $ 4,200.00 Trees 36" box incl. root barrier/staking 1 $ 1,200.00 ea $ 1,200.00 Turf Sod 5,200 $ 1.50 s.f. $ 7,800.00 Shrubs & vines 1 gallon 421 $ 9.50 ea $ 3,999.50 Shrubs & vines 5 gallon 69 $ 25.00 ea $ 1,725.00 Shrubs & vines 15 gallon 3 $ 69.00 ea $ 207.00 groundcover 4" pots 1,000 $ 3.50 ea $ 3,500.00 Soil prep till and amendment 15,000 $ 0.22 s.f. $ 3,300.00 Bark mulch 2" depth 6,500 $ 0.35 s.f. $ 2,275.00 IRRIGATION ITEM POC Controller Enclosure Backflow Backflow Master valve Domestic water Mainline Domestic drain Flow Meter quick coupling valves Drip Irrigation valve PLANTING SUB -TOTAL: $ 28,206.50 DESCRIPTION QTY UNIT PRICE TOTAL Meter + street tie in 1 $ 15,000.00 ea $ 15,000.00 Eto based w/rain sensor 1 $ 3,000.00 ea $ 3,000.00 Stainless steel/Elec. Meter combo 1 $ 4,500.00 ea $ 4,500.00 1.5" + enclosure (irrigation) 1 $ 3,500.00 ea $ 3,500.00 1" + enclosure (domestic) 1 $ 2,500.00 ea $ 2,500.00 Brass 1.5" 1 $ 850.00 ea $ 850.00 3/4" pvc waterline drinking ftn 75 $ 9.00 If $ 675.00 1.5" pvc 750 $ 1.50 If $ 1,125.00 2" pvc drainline drinking ftn 15 $ 18.00 If $ 270.00 Brass 1.5" 1 $ 650.00 ea $ 650.00 installed in valve box 3 $ 150.00 ea $ 450.00 1.5" 3 $ 550.00 ea $ 1,650.00 Irrigation valve 1.5" 10 $ 550.00 ea $ 5,500.00 Tree Bubblers deep watering system 30 $ 65.00 ea $ 1,950.00 Shrub Sprays 12" pop -ups 275 $ 30.00 ea $ 8,250.00 Turf Sprays 6" pop -ups 40 $ 25.00 ea $ 1,000.00 IRRIGATION SUB -TOTAL: HARDSCAPE & AMENITIES ITEM DESCRIPTION Fence 6'-0" ht. Wrought Iron Fence 42" ht. Wrought Iron Maintenance Gate 10' wide double locking gate Battered Pilaster 48" ht. w/stone veneer Park rules signage On post Park signage Misc. no parking and street signage Park Monument Cast in place concrete w/stone veneer Masonry Wall 8'-0" ht. splitface block w/graffiti coating Masonry Wall decorative to match existing Boulders variable sizes Cobble 6"/8" w/conc. base & grouted Decomposed granite compacted AC Pavement 6" w/base Park walkways 4" concrete w/thinkened edge Sidewalk/hardscape 4" concrete w/base City Sidewalk R&R concrete 4" w/base Concrete Curb 6" adjacent to alley Concrete Curb 6" deepened at tot lot Concrete Curb 6" type 120-1 (street) Concrete Curb 6" curb and gutter (street) Concrete apron/drivew; at alley locations Conc. access ramp pedestrian crossing Conc. gutter w/grate pedestrian crossing Sawcut demo Demo asphalt/conc removal ADA truncated domes Striping thermoplastic centerline Striping thermoplastic edgeline Striping misc. signs and arrows Striping croswalks Mowstrip 4" conc. adjacent to turf/planters Mowstrip Metal adjacent to turf/planters Redwood header east side of alley Tot lot Equipment & installation Tot lot ADA surface poured -in place on concrete base Tot lot wood fiber 12" depth engineered wood fiber Trash Receptacles Concrete w/grafitti coating Recycle Bins Concrete w/grafitti coating Picnic table Concrete w/grafitti coating Bar-b-que steel on concrete pad Bench Concrete w/grafitti coating Drinking Ftn galvanized steel + sump drain and tie in Bicycle Rack powder coated steel $ 50,870.00 QTY UNIT PRICE TOTAL 100 $ 40.00 I.f. $ 4,000.00 300 $ 35.00 I.f. $ 10,500.00 1 $ 1,200.00 ea $ 1,200.00 4 $ 2,500.00 ea $ 10,000.00 1 $ 1,000.00 ea $ 1,000.00 20 $ 275.00 ea $ 5,500.00 1 $ 8,500.00 ea $ 8,500.00 150 $ 100.00 I.f. $ 15,000.00 20 $ 100.00 I.f. $ 2,000.00 85 $ 150.00 ea $ 12,750.00 300 $ 12.00 sf $ 3,600.00 1500 $ 4.00 s.f. $ 6,000.00 750 $ 5.00 s.f. $ 3,750.00 950 $ 10.00 s.f. $ 9,500.00 800 $ 7.50 s.f. $ 6,000.00 400 $ 9.00 s.f. $ 3,600.00 140 $ 15.00 I.f. $ 2,100.00 240 $ 45.00 I.f. $ 10,800.00 350 $ 15.00 I.f. $ 5,250.00 150 $ 15.00 I.f. $ 2,250.00 4 $ 2,500.00 ea $ 10,000.00 2 $ 1,800.00 ea $ 3,600.00 2 $ 2,800.00 ea $ 5,600.00 1200 $ 2.00 I.f. $ 2,400.00 2500 $ 2.00 s.f. $ 5,000.00 10 $ 350.00 ea $ 3,500.00 800 $ 1.75 I.f. $ 1,400.00 1600 $ 0.65 I.f. $ 1,040.00 8 $ 150.00 ea $ 1,200.00 3 $ 450.00 ea $ 1,350.00 350 $ 4.50 I.f. $ 1,575.00 120 $ 3.50 I.f. $ 420.00 100 $ 3.00 I.f. $ 300.00 1 $ 85,000.00 ea $ 85,000.00 1800 $ 25.00 s.f. $ 45,000.00 48 $ 75.00 cu. ft. $ 3,600.00 2 $ 1,100.00 ea $ 2,200.00 2 $ 1,100.00 ea $ 2,200.00 2 $ 1,950.00 ea $ 3,900.00 2 $ 1,000.00 ea $ 2,000.00 3 $ 1,250.00 ea $ 3,750.00 1 $ 4,500.00 ea $ 4,500.00 1 $ 1,500.00 ea $ 1,500.00 Security Camera 25' pole w/camera 1 $ Lighting 15' light poles (LED) 6 $ HARDSCAPE SUB -TOTAL: STREET LIGHTS S SECURITY CAMERA ITEM DESCRIPTION Street Lights Upgrade (3) St Lights and underground Undergrounding conduit for electrical STREET LIGHTING SUB -TOTAL: 7,500.00 ea $ 7,500.00 5,500.00 ea $ 33,000.00 $ 354,835.00 QTY UNIT PRICE TOTAL 1 $ 25,000.00 ea $ 25,000.00 1 $ 25,000.00 ea $ 25,000.00 $ 50,000.00 SUB -TOTAL $ 627,176.50 10% CONTINGENCY $ 62,717.65 TOTAL $ 689,894.15 ATTACHMENT 3 WALNUT ACRES PARK 4/9/2014 Preliminary Maintenance Budget MAINTENANCE ITEM DESCRIPTION QTY UNIT PRICE TOTAL Landscape Services trash, tot lot, mowing/fert. 12 $ 650.00 ea $ 7,800.00 Tree Trimming 1 $ 250.00 ea $ 250.00 Property Maintenance 1 $ 1,200.00 ea $ 1,200.00 Water irrigation, drinking ftn 1 $ 5,500.00 ea $ 5,500.00 Electricity Irrigation, camera, lighting 1 $ 3,200.00 ea $ 3,200.00 Sub-Total $ 17,950.00 10% Contingency $ 1,795.00 Total $ 19,745.00 90 GENERAL NOTES (GRADING) 1. GRADING SHALL BE IN ACCORDANCE WITH THE MOORPARK CITY BUILDING CODE WHICH ADOPTS BY REFERENCE THE 2007 CBC AND THE VENTURA COUNTY STANOARD LAND DEVELOPMENT SPECIFICATIONS, THE PROJECT CONDITIONS OF APPROVAL, AND LAND DEVELOPMENT MANUAL. WHEN CONFLICT EXISTS. THE MOST RESTRICTIVE STANDARD SHALL BE USED. 2. A PRECONSTRUCTON CONFERENCE OF ALL INTERESTED PARTIES SHALL BE HELD PRIOR TO ANY CONSTRUCTION OR GRADING. J THE ENGINEER OF RECORD SHALL CERTIFY THAT THE ROUGH GRADING PLAN CONFORMS TO THE CITY OF MOORPARK AND THE 2007 CBC REQUIREMENTS. THE CERTIFICATION SHALL FURTHER STATE THAT AN TA THE ROUGH GRADING PLIS IN CONFORMANCE WITH THE APPROVED TENTATIVE MAP AND THAT THE GRADES AND GRAVING ON THE SITE ARE IN SUBSTANTIAL CONFORMANCE WITH THE ROUGH GRADING PLAN THIS CERTF7GI TION SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TO ACCEPTANCE OF THE ROUGH GRADING PLV). 4. ALL RECOMMENDATIONS MADE BY THE SOILS ENGINEER (AND ENGINEER/NG GEOLOGIST, WHERE EMPLOYED) CONTAINED IN THE REPORTS REFERENCED HEREON AS APPROVED OR CONDITIONED BY THE C/TY, SHALL BE PART OF THIS GRAD/NG PLAN. 5, ALL GRADED SURFACES SUBJECT TO EROSION SHALL BE PROTECTED AS APPROVED BY THE CITY ENGINEER. FINAL PROTECTION AND PLANTING SHALL BE PROVIDED AND FULLY FUNCTIONAL PRIOR TO FINAL APPROVAL OF GRADING, ISSUANCE OF A CER7?F7CAT OF OCCUPANCY, OR UTILITY CLEARANCE FOR ANY BUILDING IN THE SITE, WHICHEVER OCCURS FIRST. BEFORE THE BEG/NN/NG OF THE RAINY SEASON, ALL SLOPES AND GRADED AREAS SHALL BE PROTECTED TO THE S4775FACTION OF THE CITY ENGINEER. 6. ALL DELETERIUS MATERIAL, LE LUMBER, LOGS BRUSH OR ANY OTHER ORGANIC MATERIAL OR RUBBISH, SHALL BE REMOVED FROM ALL AREAS TO RECEIVE COMPACTED FILL. 7. UNSUITABLE MATERIAL SHALL BE REMOVED AS REOUIRED BY THE SOILS ENGINEER (AND ENG/NEER/NG GEOLOGIST) FROM ALL AREAS TO RECEIVE COMPACTED FILL OR DRAINAGE STRUCTURES. STRICT COMPLIANCE TO REPORT RECOMMENDATIONS IS REQUIRED. DEVIATIONS REQUIRE RENEW ANO APPROVAL BY THE CITY ENG/NEER. B. ALL AREAS TO RECEIVE COMPACTED FILL SHALL BE INSPECTED AND APPROVED BY THE SOILS ENG/NEER (AND ENGINEERING GEOLOGIST) AFTER REMOVAL OF UNSUITABLE ANTERIAL AND EXCAVATION OF KEYWAYS AND BENCHES AND PRIOR TO PLACEMENT OF SUBSURFACE DRAI194CE SY57FUS OR ANY FILL. 9. ALL SOILOR ROCK U47FRIALS DEEMED UNSUITABLE FOR PLACEMENT IN COMPACTED FILL SHALL BE REMOVED FROM THE SITE. PR/OR TO USE IN COMPACTED FILL, ANY MATERIAL SUCH AS CONCRETE OR IMPORTED MATERIALS SHALL BE APPROVED BY THE SOILS ENG/NEER AND CITY ENGINEER. WHERE EXCAVATED MATERIAL BEING USED AS FILL IS BLOCKY, IT SHALL BE BROKEN INTO SUITABLE PARTICLE S17ES NONE LARGER THAN SIX INCHES IN LARGEST DIMENSION AND IN CONFORMANCE WITH THE 2007 CBC AND PER THE SOILS REPORT FOR THIS PROJECT 10. THE SOILS ENG/NEER SHALL DIRECT THE REMOVAL OR TREATMENT OF ANY EXISTING UNDERGROUND STRUCTURES SUCH AS SEPTIC TANKS, /RR/G4770N LINES ETC 11. ANY WATER WELL LOC47ED WITHIN THE SITE SHALL BE REPORTED TO THE CITY ENGINEER ANO THE COMMUNITY DEVELOPMENT DIRECTOR PRIOR TO ITS MOOIRC477ON OR DES7RUC770N SPECIAL PROCEDURES ARE REQUIRED FOR ABANDONMENT 12. ALL EXCAVATED BACK SLOPES AND KEYS FOR BUTTRESS FILLS MUST BE EX,40NED BY THE ENGINEERING GEOLOGIST AND SOILS ENG/NEER TO ENSURE THAT ALL PO EM714L PLANES OF FAILURE HAVE BEEN EXPOSED IN THE EXCAVATION AND WILL BE ADEQUATELY SUPPORTED BY THE PROPOSED BUTTRESS FIELD CER77RCA77ON SHALL BE SUBMITTED BY THE CONSULTANTS IJ. STORM DRAIN PREVENTION MEASURES OR PREWN77VE DEVICES REQUIRED BY THE CITY ENGINEER SHALL BE INSTALLED BY OCTOBER 1ST AS GRADING PROGRESSES AND MAINTAINED UNTIL APRIL 15TH OF THE SUCCEEDING YEAR. SUBMITTAL OF PL1VS FOR RENEW BY THE CITY ENGINEER IS REQUIRED ONE MONTH PRIOR TO THE START OF RAINY SEASON. 14. THE SOILS ENGINEER SHALL SUBMIT RECOMMENDATIONS FOR CORRECTIVE WORK TO INSURE SLOPE STABILITY WHERE UNSTABLE MATERIAL IS EXPOSED AT THE TOP CUTS. 15 UNLESS OTHERWISE SPECIFIED, CORRUGATED STEEL PIPE (CSP) SHALL BE BITUMINOUS COATED /N ACCORDANCE WITH THE STANDARD LAND DEVELOPMENT SPEC/F7G77ONS (SLDS). CSP SHALL NOT BE USED ON THE SI7F WITHOUT THE APPROVAL OF THE CITY ENG/NEER. 16. CONCRETE GIST IN PLACE PIPE (CCIPP) SHALL NOT BE USED ON THE SI7F WWHON THE APPROVAL OF THE CITY ENGINEER. 17. TERRACE DRAINS INTERCEPTOR DRAINS AND DOWN DRAINS SHALL BE CONSTRUCTED OF J- P.C.C. REINFORCED WITH 6- X 6`- f10 Xj10 W.W.M. AND SHALL BE OF EITHER SEMI CIRCULAR OR TRIANGULAR CROSS SECTION, ANO SHALL BE INSTALLED PRIOR TO APPROVAL OF ROUGH GRADING. (COLOR OF CONCRETE SHALL BE OMAHA TAN). I8. MATERIALS FOR INTERCEPTOR DRAINS TERRACE DRAINS AND DOWN DRAINS SHALL MEET STANDARD LAND DEVELOPMENT SPECIRC4770NS SUBSECTION 201-1 AND 400 EXCEPT THAT THE CONCRETE LINED SWALES, V -DITCHES AND PAVED TERRACE DRAINS, DOWNDRA/NS BERMS VELOCITY REDUCERS AND OTHER EROSION PR07EC77ON DEVICES SHALL BE OF CLASS 470-C-2000 UNLESS OTHERWISE SPECIFIED. (COLOR OF CONCRETE SHALL BE OMAHA TAN) 19. INTERIM SOILS AND GEOLOGIC REPORTS SHALL BE SUBMITTED TO THE CITY AS REQUIRED BY THE CITY ENGINEER. 20. RECORD DRAW/NG' SOILS ENGINEERING AND ENG/NEER/NG GEOLOGY REPORTS, SUMMARIZING ALL WORK PERFORMED AND CONCLUDING THAT FILLS HAVE BEEN PLACED ACCORDING TO THE APPROVED PLANS (AND STATING THAT ALL GEOLOGIC FEATURES ARE GROSSLY STABLE AS GRADED) SHALL BE SUBMITTED TO THE CITY PRIOR TO APPROVAL OF THE ROUGH GRADING BY THE CITY ENGINEER. 21. THE DESIGNED LONGITUDINAL GRADE OF TERRACE AND INTERCEPTOR DRAINS SHALL FOLLOW NATURAL TER/N/N AND PROPOSED SLOPES AS MUCH AS POSSIBLE. WHERE EXISTING SLOPES MUST BE REGRADED (TO ALLOW FOR BENCHING AND TERRACE OR INTERCEPTOR DAAANS) AREAS WILL BE IDEN77F/ED AND DETAILS SHOWN ON THESE PL1VS. 22. ALL CONSTRUCTION, GRADING STORAGE AND TRANSPORTATION AC7nMES WILL BE CONDUCTED IN A MANNER CONSISTENT WITH THE STORM WATER POLLUTION CONTROL PLAN/STORM WATER POLLUTION PREWN77ON PL1V SUBMITTED FOR THIS PROJECT AND THE VENTURA COUNTYW%DE STORM WATER QUALITY MANAGEMENT PROGRAM NOPES PERMIT NO. CAS004002 AND CAOFORNN STORM WATER BEST MANAGEMENT PRACTICES (8MP5) HANDBOOKS. A COPY OF THE STORM WATER POLLUTION CONTROL PLAN AND/OR STORM WATER POLLUTION PREVENTION PLN WILL BE ON S17E AND AVAILABLE FOR RENEW AT ALL TIMES DURING CONSTRUCTION. 2J PR/OR TO INITIATION OF ANY WORK, ALL APPROPRI47F PERMITS WILL BE PROCURRED AND COP/ES PROVIDED TO THE CITY ENGINEER. 24. REGULAR WATERING OF S17E WILL BE REQUIRED TO CONTROL DUST ALL MEASURES SHALL BE TO THE S477SFAC77ON OF THE CITY ENGINEER. 25 ALL CLEARING, EARTH MOVING OR EXC404770N AC7MT/ES SHALL CEASE DURING PERIODS WHEN WINDS EXCEED 15 MILES PER HOUR. 26. ANY RECORDED MONUMENTS /N THE CONSTRUCTION AREA SHALL BE LOCATED AND TED OUT AND SHALL BE PROTECTED IN PLACE DURING CONSTRUC770N. 27. HAUL ROUTE PERMIT ISSUED BY THE CITY OF MOORPARK SHALL BE REQUIRED FOR ALL IMPORT/EXPORT OF MORE THAN 100 TRUCK LOADS OR 1000 CUBIC YARDS WHICHEVER IS LESS. CITY OF MOORPARK GRADING PLAN NEIGHBORHOOD PARK 161 SECOND STREET I� FILLMORE SANTA T PAul -NT NA PROJECT SITE m MOORPARK / EL RIO CAMARILLO / oxNARD THOUSAND • OAKS / couNn � PACIFIC OCEAN I VICINITY MAP N.T.S. UTILITY HOLDERS: SEWER: VENTURA COUNTY WATERWORKS DISTRICT NO. 1 BENCH MARK DA77JM BENCH MARK: J7-2 RM -1 (VCP/D 12J7) BRASS DISK AT THE SE CORNER OF THE INTERSECTION OF ROBERTS AVE AND SPR/NG ROAD, J.0 FT SOUTHERL Y FROM THE B. C 1N THE TOP OF A CONCRETE CURB. BY ELEV 528.240, NA VD 1988. PROJECT BENCH MARK (TSM): MOST NORTHERL Y POINT OF A SSMH RIM, 168 FEET WESTERLY FROM THE INTERSECTION OF SECOND STREET AND BARO STREET, LOCATED AT THE INTERSECTION OF SECOND STREET AND NIS ALLEY EASEMENT. TRY ELEV.- 51717 N. RIM BASIS OF BEARINGS a ALLEY m C x �4 �P S}rY m PROJECT SITE <-o SHEET INDEX 6767 Spring Road WITH THE BASIS OF BEARING BE/NG N89563JOE Moorpark, CA 93021 TITLE SHEET PH.- (805) 378-3026 WATER VEN TURA COUNTY WATERWORKS DIS TRIC T NO 1 GRADING AND DRAINAGE PLAN 6767 Spring Rood DETAIL SHEET Moorpark, CA 9JO21 CROSS SECTIONS PH: (805) J78-JO26 CAS THE GAS COMPANY CONSTRUCTION EROSION CONTROL, NPOES P.O. BOX 2J00 CHATSWORTH, CA 9/J/J-2JO0 PH: (BOO) 427-2200 TELEPHONE PACIFIC BELL 21JO WARD AVE., ROOM 124 SIMI VALLEY, CA. 9JO65 (805) 583-6640 ELECTRIC- SOUTHERN CALIFORNIA EDISON 3589 FOOTHILL OR THOUSAND OAKS, CA 9/J61 PH. (805) 494-7066 CABLE TV TIME WARNER CABLE 485 EASY ST., UNITE STMT VALLEY, CA. 9JO65 PH: (805) 526-3186 BENCH MARK DA77JM BENCH MARK: J7-2 RM -1 (VCP/D 12J7) BRASS DISK AT THE SE CORNER OF THE INTERSECTION OF ROBERTS AVE AND SPR/NG ROAD, J.0 FT SOUTHERL Y FROM THE B. C 1N THE TOP OF A CONCRETE CURB. BY ELEV 528.240, NA VD 1988. PROJECT BENCH MARK (TSM): MOST NORTHERL Y POINT OF A SSMH RIM, 168 FEET WESTERLY FROM THE INTERSECTION OF SECOND STREET AND BARO STREET, LOCATED AT THE INTERSECTION OF SECOND STREET AND NIS ALLEY EASEMENT. TRY ELEV.- 51717 N. RIM BASIS OF BEARINGS a ALLEY m C x �4 �P S}rY m PROJECT SITE <-o SHEET INDEX SHEET NO.DESCRIPTION WITH THE BASIS OF BEARING BE/NG N89563JOE 1 TITLE SHEET 2 SITE PLAN 3 GRADING AND DRAINAGE PLAN 4 DETAIL SHEET 5 CROSS SECTIONS 6 TRAFFICCALM/NG SIGNING AND STRIPING 7 CONSTRUCTION EROSION CONTROL, NPOES INDEX MAP N.T.S. ITEM 9.C. PROJECT CONSUL TANTS C/NL ENG/NEER: MJ CIVIL, INC. 400 ROSEWOOD AVENUE, SUITE 201 CAMARILLO, CA 9JO10 PH. (805) 445-4404 LANDSCAPE ARCHITECT X X X X SUR VE YOR S S TA TEMEN T O WNER'S S TA TEMEN T ANY RECORDED MONUMENTS IN THE CONSTRUCTION AREA A C/NL ENGINEER, SOILS ENG/NEER AND/OR GEOLOGIST WILL BE EMPLOYED SHALL BE LOCATED AND TIED OUT OR SHALL BE PROTECTED TO GIVE TECHNICAL SUPERVISION TO MAKE INSPECTIONS OF THE WORK, IN PLACE DURING CONSTRUCTION. WHENEVER APPROVAL OF THE PLANS AND ISSUANCE OF THE PERMIT ARE TO BE BASED ON THE CONOI TION THAT SUCH PROFESSIONAL PERSONS BE SO EMPLOYED. APPROVAL OF CONSULTANTS THIS GRAD/NG PLAN IS ACCEPTABLE IN REGARDS TO SOILS (AND GECYOQ'C-IF APPLICABLE) CONOITOVS AND CONFORMS TO THE RECOMMENDA TONS OF THE SUPPORTIVE REPORTS BY MAP GRID BASED ON ASSUMED COORDINATE SYSTEM SOIL ENG/NEER/NG REPORTS: WITH THE BASIS OF BEARING BE/NG N89563JOE ENGINEER/NG GEOLOGY REPOR7S. AS REFERENCED TO THE CENTER LINE OF SECOND STREET PER VISTA VERDE TRACT NO. 3 (26MR73) RECORDED BY IN THE COUNTY OF VEN TURA. SO/LS ENGINEER RCE MAP NOTES: COMPANY THE PROJECT BOUNDARY DELINEATED HEREON, IS COMPILED FROM BY RECORD DATA ONLY, AND DOES NOT CONSTITUTE A BOUNDARY ENGINEERING GOLOG/S R . N . SURVEY OR RECORD OF SURVEY. RECOVERED BOUNDARY MONUMENTS COMPANY ARE REFERENCED AS FIELD TIES ONLY. THIS MAP WAS COMP/LED BY FIELD SURVEY METHODS, NOVEMBER, 201J BY: OWNERS REPRESENTATIVE DATE ENGINEER -OF -RECORD CER77FICATION ENGINEER -OF -RECORD FOR THE PROJECT SHOWN HEREON HEREBY CERTIFY THAT. (1) THESE PLANS WERE PREPARED BY ME, OR UNDER MY SUPERVISION. (2) THIS COMPUTER GENERATED COPY OF THE CITY OF MOORPARK GRADING COVER SHEET IS SUBSTANTIALLY THE SAME AS THAT CURRENTLY DN FILE WITH THE CITY ENGINEERS OFFICE EXCEPT FOR THOSE REVISIONS AS NOTED AND SPECIFICALLY APPROVED BY THE CITY ENGINEER. (J) S OF THE OFMOORPARK CES SHOW HEREON DISCRE77ONARY CONFORMS TO E O APPROVAC(S),IF ANY,,THAT PERTAIN TO THIS PROJECT C/VIL ENGINEER REG NO. (SIGNA TORE) DATE ENGINEERED GRAD/NG INSPECTION CERTIFICA 7E JOB ADDRESS OR TRACT NO. SECOND STREET MOORPARK. CA OWNER ROUGH GRADING CERTIFICATION (A) BY SOILS ENGINEER I CERTIFY THAT THE ROUGH GRADING WORK /NCORPORA 7ES ALL RECOMMENDATIONS CONTAINED IN THE REPORT OR REPORTS FOR WH/CH / AM RESPONSIBLE AND ALL RECOMMENOA TIONS THAT I HAVE MADE BASED DN FIELD INSPECTIAV OF THE WORK AND 7ES77NG DURING GRADING l FURTHER CERTIFY THAT WHERE THE REPORTS OF AN ENGINEERING GEOLOGIST, RELATIVE TO THIS SITE, HAVE RECOMMENDED THE INSTALLATION OF BUTTRESS FILES OR OTHER SIMILAR STABILIZATION MEASURES, SUCH EARTHWORK COIVSTRUC77ON HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DESIGN. LOT NOS SEE REPORTS DATED FOR TEST DATA RECOMMENDED ALLOWABLE SOIL BEAR/NG VALUES AND OTHER SPECIAL RECOMMENDATIONS SOILS ENGINEER REG NO. (SIGNATURE) DATE (B) BY ENGINEERING GEOLOGIST I CER77FY THAT THE ROUGH GRADE WORK INCORPORATES ALL OF THE RECOMMENOA 7701VS CONTAINED IN THE REPORT OR REPORTS FOR WH/CH I AM RESPONSIBLE AND ALL RECOMMENDATIONS THAT l HAVE MADE BASED ON FIELD INSPECTION OF THE WORK DURING GRADING. LOT NOS ENGINEERING GEOLOGIST CERT. NO. (SIGNATURE) DATE (C) CIVIL ENGINEER / CER77FY TO THE SA77SFACTORY COMPLETION OF ROUGH GRADING INCLUDING GRAD/NG TO APPROX/MATE FINAL ELEVA 77ONS, PROPERTY LINE LOCATED AND STAKED, CUT AND FILL SLOPES CORRECTLY GRADED AND LOCATED IN ACCORDANCE WITH THE APPROVED DESIGN, SWAGES AND TERRACES GRADED READY FOR PA V7NG,' BERMS INSTALLED; AND REQUIRED DRAINAGE SLOPES PRONGED ON THE BUILDING PADS I FURTHER CER77FY THAT WHERE REPORT OR REPORTS OF AN ENGINEER/NG GEOLOGIST AND/OR SOILS ENGINEER HAVE BEEN PREPARED RELATIVE TO THIS SITE, THE RECOMMENDATIONS CONTAINED IN SUCH REPORIS HAVE BEEN INCORPORATED IN THE DESIGN LOT NOS Cl NL ENGINEER (SICNA TORE) FINAL GRADING CER77FICA 77ON REG NO. DATE I CER77FY TO THE SA77SFACTORY COMPLEON OF GRAD/NG /N ACCORDANCE WITH THE APPROVED PLANS ALL DRAINAGE DEVICES REQUIRED BY THE GRADING PERMIT, GRADING PLANS AND GRADING ORDINANCE HAVE BEEN INSTALLED. EROS/ON TREATMENT OF SLOPES AND IRRIGA TON SYSTEMS (WHERE REQUIRED) HAVE BEEN INSTALLED. ADEOUA TE PROVISIONS HAVE BEEN MADE FOR DRAINAGE OF SURFACE WATERS FROM BUILDING SITE AS OF THE DATE. LOT NOS CIVIL ENGINEER REG NO. (SIGNATURE) DATE GRADING CONTRACTOR CER77FICA77ON BY GRADING CONTRACTOR (THE OWNER MAY SIGN IF THE GRADING WAS NOT DONE BY A LICENSED GRADING CONTRACTOR) I CERTIFY THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE GRADING ORDINANCE, AND THE RECOMMENDA TONS OF THE CIVIL ENGINEER, SOILS ENGINEER AND ENGINEERING GEOLOGIST. IT IS UNDERSTOOD THAT THIS CER 77FICA TON INCLUDED ONLY THOSE ASPECTS OF THE WORK THAT CAN BE DETERMINED BY ME, AS A COMPETENT GRADING CONTRACTOR, WITHOUT SPECIAL EQUIPMENT OR PROFESSIONAL SKILLS GRADING CONTRACTOR LICENSE NO. (SIGNATURE) DATE EARTHWORK OUAN77TIE-S CUT.. CU YDS FILL: CU YDS, EXPORT. CU YDS IMPORT. CU YDS DISPOSAL SITE G.P. NO NIA HAUL PERMIT NO. NIA PERMI IS ENCROACHMENT NO OA TE STATE ENCROACHMENT NO. N/A DATE VEN77JRA COUNTY FLOOD CONTROL DISTRICT WATER COURSE PERMIT NO. N/A PLANS CHECKED IN CONFORMANCE WITH PROJECT CONDITIONS OF APPROVAL OA TED., NAME _ OA TE- _ PREPARED Rr: J.N. 13.1387 DESIGNED BY: 3 M3_4-16-13 Option Gdw PARK RECREATION AND COMMUNITY SERVICES GRADING �TOFEssI P 9 PERMIT NO. 7 ,� � A�"�, M CIVIL INC. CITY OF MOORPARK NEIGHBORHOOD PARK SHEET 5 .p M �R47�A`"}, Co rating Civil Engineers DRAWN BY: 4 v No. 43604 '< m 400 Rosewood Avenue, Suite 201 PARK AND RECREATION DIRECTOR DATE 161 SECOND STREET OF sKEXP 12-31-1a,' Camarillo, CA 93010 CHECKED BY: ENGINEERING REVIEWED BY: ENGINEERING MOORPARK, CA 2 (805) 445-4404 PARK RECREATION AND - PROJECT NO. DRAWING N0. 1 ��1F crVl� FAX (805) 445-4401 I p'CAttE DATE APPROVED BY: COMMUNITY SERVICES TITLE SHEET DESCRIPTION OF REVISION R.C.E. APPD DATE KATHERINE M. McCUNNEY, RCE 43604 EW. 12/31/14 CITY EWCANEDR, DAVE) KLOTZLE, RCE 55752 DATE I 1 I I `` I I ALLEY u=lial I/ 1.29" FOUNTNN R=11.75' I� �� LEGEND Po` C L=4.57' Ra D=90"00'00' I 1 1 1 R=15.50' Da �Zs00' L=18.46* ` I I� - _ - PROPERTY LINE P L ' 1 D=156"59'01 BENCH l 41.83851. , • �_.. I ( ) (:. 1 L=42.47 _ R-5.00' I - CENTERLINE (� w D=7T59'S5� D-6630'23 R=10.00 I _- LIGHTING L=19.37 L=5.80' i iPICNIC 1 30' RIGHT OF WAY (R/W) D=96'45'38' F (I 4' LIGHTING _ -> ' L=16.89' W/9�9 - EXISTING FLOW LINE �^ 10 I 12' EXISTING FENCE g•49 J4 ' -p 122' EXISTING EDGE OF PAVEMENT (EP) a l X - - --- EXISTING SEWER LINE p R 10' I 12' Jjo- .......— x .I�f!, .�I '�t-a , I( •'I� K�^b aci eu;o \\ 't`yO � hghryry _.✓��/ 4 r�-�-."' o\ I IA R -8d0.0o• ,O 0.5 -+.. EXISTING WATERLINE ` PICNIC i� LJ EXISTING OVERHEAD E L ECT RIC LINE TABLE\ W/BDOLIJ v ' EXISTING SEWER MANHOLE m oLEXISTING LIGHT POLE EXISTING POWER POLE D_68"24'01' L=7.16 5 _ I Z - EXISTING SIGN - ; ( � � • � �` O. � �•� \ ro r ,BIKE v - im O .� EXISTING WATER METER Y. RACK 4' o LJ F ' *I • I ^ p. tO" o. \ _ oo� I c/) EXISTING EXISTING FIRE HYDRANT Ji $� �• \ v _ _ PROPOSED NO PARKING SIGN €€€�I� PROPOSED FENCE "' PROPOSED GARDEN WALL RECYCLE CONTAINER .�9•.Op. I � � r' \, f� II I TRASH CONTAINER � I I xl R=1200 506 L=24.11 • J4' ,' / v- ' ., Ra ...I Da 116s0p' 6 00. D 840 .. ._... .... .. �. 1 - L=1467 ., P,150.00 1 R=5.00' _ D=80.12'03' I I I II ^ - Ij GRAPHIC SCALE MAP NOTES.' o s 10 30 THE PROJECT BOUNDARY DELINEATED HEREON, /S COMPILED FROM - RECORD DATA ONLY, AND DOES NOT CONSDTUTE A BOUNDARY 2.5 7.5 20 SURVEY OR RECORD OF SURVEY. RECOVERED BOUNDARY MONUMENTS SCALE: 1"=10' ARE REFERENCED AS FIELD DES ONE K THIS MAP WAS COMP/LED BY FIELD SURVEY METHODS, NOVEMBER, 201J - I I PREPARED er: J.N. 13.1387 DESIGNED BY: 3 M3-4-16 13 O tion C.dw PARK RECREATION AND COMMUNITY SERVICES GRADING P 9 PERMIT N0. Z M CIVIL, INC. CITY OF MOORPARK NEIGHBORHOOD PARK SHEET 5 ��M `�� Consulting Civil Engineers DRAWN BY: PARK AND RECREATION DIRECTOR DATE 161 SECOND STREET 7 4 G No. 4160 m 400 Rosewood Avenue, Suite 201 OF 3 «� 12 31 14 C°morllo, CA 93010 CHECKED BY:ENGINEERING REVIEWED BY: ENGINEERING MOORPARK, CA 2 (805) 445-4404 PARK RECREATION AND PROJECT NO. 1 9�, clyl�� FAX (805) 445-4401 DRAWING N0. or cA1.�E DATE APPROVED BY: COMMUNITY SERVICES SITE PLAN Q DESCRIPTION OF REVISION RC.E. APP'D DATE KATHERINE M. MCCUNNEY, RCE 43604 EXP. 12/31/14 CHR' ENGINEER, DAVID KLOTZLE, RCE 55752 DATE 1 CONSTRUCTION NOTES J�NIk MATCH30. Q7 Construct 6' AC pavement, Class C2 PG 64-10 on 6' Class II Base with 2' x 6' Redwood Header. See Detail 1 on Sheet 4. Construct 4' Concrete sidewalk. Construct 4- Concrete walkway with reinforced thickened edge. CORRECT SIDEWALA - JOIN k MATCH I See Detail 3 on Sheet 4. UPLIFT BY TREE EXIST. CURB I! JOIN k MATCH ® Construct 4' decomposed granite, compacted, per landscape pians, no pA decorative rock in this area- Construct reaConstruct 6' x 6' concrete curb, flush along edge of pavement. EXISTING NO PARKING' ¢ 9 8 See Detail on Sheet 4. d °° ° SIGN TO REMAIN I CURB TRANSION, MES © Construct edge strip per landscape plans.. PROTECT EXIST 0 0•-6' CF -- - - - FROM 0 TO 7 Construct 6' dee oiled cu an la area See Detail on Sheet 4 1 WATER METER TRPNSITION 6` O pe curt along play h --- `` - - b - --- -�- - - - --- - - - - - 2' WIDE - - (�8 Construct 6' concrete curb per Standard Plan for Public Works ------ CONC. GUTTER Construe Ion Plate 120-1, Type Al -6. f 1 ° Saw cutpavementV from proposed curb face, patch pavement ----- r- -- - ----- ' with AC pavement to match, 6P inn -1 - D8. GImER ® Const uct 8' high Masonry Garden IW I. See Detail on Sheet 4. - Installr Galvenized Steel trench drain wlith 2' clear span handicap grating Ezz (EXIST 2' CUTTER ., °. 0 6• CF with anti theft boRing locking, see detail 11 on sheet 4. 60' 0" R --. ALLEY - a DB (T� TRAN577, TC. 6' CF Construct stormwater infiltration trench. See Detail on Sheet 4, L=30'. 0 5 ALLEY ,6.6 FS 6'_0' 16.6 FS 0 5 n ¢ O x16.2,) FS, MATCH EX . O'-6' CF © Construct stormwater infiltration trench. See Detail on Sheet 4. L-30'. - �` 150.0' P'L DOMES TRANSITION A - 8 9• . 0•-6' CF - - ® Construct stonnwoter infiltration trench. See Detail on Sheet 4, L-50'. "'•`�., T ,-� / ..+ : _ _ D5 D7 o°°.' ' TRPNSRION CF TRANSITION oo° MES ® Construct stormwater percolation pit, 6' diameter. See Detail on Sheet 4. D4 ® Stormwater runoff 'Sum Base' flat area as shown. I' >° ... P 5 1®I 11 16.0 D6 ---- '_x 16"- ✓ -_- .. y -r.. _ _.... •! © Sump area surface overflow, maximum sump depth 0.7'. Contractor to verify. " _7 0•-6' CF o ° .1 11'' ° ® Install 4' perforated pipe drainage system below plc area. See Detail 18 J DRINKINGSUMP .� S Q I TRANSITION 0• 6' CF�� ® on Sheet 4. See play equipment footing locations by others. e qa 2 FOONTNN� Q 77 TRANSITION 31 ® Install 4' P/C storm drain collection pipe connect to infiltration pits. 16.45 16 'N .55 f ^� I 1 9 9 8 ` c ® Install 'NO PARKING' sign along Alley/Street, where shown, see Detail F6 �O on Sht. 4. JOIN & MA CH 15,80 ,6.10 D3 I C ® Install 'NO PARKING' sign along Alley, attach to fence where shown. 16.35 MATCH GRATING IIr 5 �� 1650 a FS t6.a2 4 FG ON NO SIDE I ®Street Light to be installed by others. u ' OGHRNG 4 OGHTING r 164 ° 19 ,e FS /p 30' OF STREET ® Overhead electrical to be undergrounded by others. '^\' I °`✓ FS , \ ' Construct 3/4Sch. 40 PVC, waterline to drinkingfountain. l 10' 12' ®Construct 1' irrigation backflow valves for landscape purposes. FS 13.75 -d• I " ®Install Perimeter fencing per Detail, see Landscape Plan. i �.,. 16.44 / I II 1 .&D i TC INV. \ FS ra \I 2y ® Construct temporary fencing along property line, secure neighbor 16.3 FS , 1 \ O as required. 6 15.5 FG ✓ 1 15.5 I. 15 ' A 19 165 \• 16.35 I SUMP DB 10" I 12' ® Install 2' PIC drinking fountain drain line, conned to infiltration basin y, o \ required. I I 13, 6 j `�' MSN \� \I p' j , 4 I ®Concrete Drainage Channel. See Detail 29 on sheet 4. Y/�4y 76. o, 1 q,' . • 15 0 , ! I E-® Install 6' sleeve for irrigation purposes, min. 30' cover. See Detail 30 on sht. 4. y a FG 16.30 �g4 o o" D ° •fig, Remove and reconstruct Concrete Sidewalk per SPPWC. Plate 112. 10 ®Remove ex. driveway and reconstruct Driveway Approach per Std Plans for i - 'jf✓ �l', \ ;y -,, •° f MAX. �! - I [~ for PW Construction, Std Plan 110-1 Type A. t=6 mod. to omit aide warps TC" 165 1 Construct decorative Cobble Stone landscape surface in planter area. I' 4 Construct 5' wide concrete Handica Pedestrain access way. Slope to drain. iI `lid r-, n `..meqM,�e�`J TC 11 °3•`IY '' !2 57 CB 16.45 FG �' �N ' 1. / � � ® P/ Y� PB �_.5z / I e" I DEMOLITION NOTES B Remove and dispose concrete slab. I it {- ',.1 Remove masonry wall along property line. 164 D3 Remove concrete curb, gutter and pavement within proposed planter. - I a h a!N A• VAN 'O FS IRemove steel and concrete bollard. U DS Saw Cut and remove AC pavement within Park limits along alley. W 16.44 U I D6 Remove trees within Park limits. XI .- I Dr I" I D (� D7 Remove Si n. I 20 f �', 1 1 GB y TC > >. 1 ..: 'a i I 'fi 9 •�'x .,STC 165 ��. xf, / 61 I D8 Remove concrete walkway and drive apron within Right of Way. 8 1 IBEGIN INFILTRATI I 7 16 7 �19Y h l� RENCM !N LEGEND E I PROPERTY UNE (P.L) 5_�-___/ SO .� , j I CENTERLINE (� 150.0';0 15-10VERFLOW .Iy.I, 15 TDT RIGHT OF WAY (RIW) P D-6'0 16.10 _. 6 EXISTING FLOW LINE D2 D2 FG, HP D2 .OS fL: 10 N EXISTING FENCE ~ - - EXISTING EDGE OF PAVEMENT EXISTING SEWER LIN ( ) O E y. I I M - EXISTING WATERLINE S i . E 'f : ;^'E - -_.....- EXISTING OVERHEAD ELECTRIC LINE 7... 1 ��` �� EXISTING SEWER MANHOLE „j ..� I .>..... < EXISTING LIGHT POLE -el- E)(WNG POWER POLE NOTE: DUSTING SIGN CONTRACTOR SHALL EMPLOY CONSTRUCTION BMP'S PER NPDES REQUIREMENTS, FOR MINIMUM MEASURES. ❑7 EXISTING WATER METER SEE SHEET 6. I DUSTING FIRE HYDRANT Jllyll ~�JltrP'- = PROPOSED NO PARKING SIGN DIAL TOLL FREE GRAPHIC SCALE I ' PROPOSED FENCE 1.800.227-2600 I x AT LEAST TWO DAYS.� �` �\ BEFORE YOU DIG o s l0 3o - >' , , PROPOSED RIDGE LINE zs zs 20 I ���-���- PROPOSED PERFORATED PIPE SCALE: 1"=10' ° ..^,Y ti_`. I PROPOSED GARDEN WALL PRERAR. sf: J.N. 13.1387 DESIGNED BY: 3 M3 4-16-13 O tion C.dw PARK RECREATION AND COMMUNITY SERVICES GRADING PRaEES$, P 9 PERMIT NO. NEIGHBORHOOD PARK SHEET 3 �. � M CIVIL INC. CITY OF MOORPARK M 5 .e `"� C-Ifing Civd Engineers DRAWN BY: PARK AND RECREATION DIRECTOR DATE 161 SECOND STREET 7 4 � � No. 4w04 „ 400 Rosewood Avenue, Suite 201 OF 3 ExP ,2 it ,a Camarillo, CA 93010 CHECKED BY: ENGINEERING REVIEWED BY: ENGINEERING MOORPARK, CA 2 (805) 445-4404 PARK RECREATION AND PROJECT NO. 1 �„t, crv1� �.i`v FAX (805) 445-4401 DRAWING N0. a aN.�F APPROVED GA E BY: COMMUNITY SERVICES GRADING AND DRAINAGE PLAN A DESCRIPTION OF REVISION RCE APP D DATE KAIHERRIE M. MccUNNEY, RCE 436oa EXP. 12/31/14 CRY ENGINEER, DAVID KLOTZLE, RCE 55752 DATE EXIST. A.C. PAVING (ALLEY) FINISH GRADE ,• CEMENT (COLIXt TO MATCH WALL) URGE DECORATIVE LANDSCAPE BOUL(1ERS a SMALL DECOItARVE ROCK, B' MAX. WITHIN TRENCH GREATER THAN 8 TO BE LIMITS, 6 SEPARATIONS OUTSIDE OF TRENCH 2x2x16• LONG REDWOOD E'LY P.L---A LIMITS GRASS OR ROCK SWALE STAKES AT 4'-0' O.C. MAXIMUM. USE 2ST e•xe•x16• CONCRETE BLOCK —°--•> _ ..'------•. SECOND STREET RE LONG REDWOOD STAKE ADOBE COLOR 1 AT HEADER JOINTS. _ 2•x6• REDWOOD HEADER 2 - 16d GALNNIRU NAILS - CONTINUOUS ALONG E. SIDE ALLEY AT EACH CONNECTION. Iq VERTICAL T 32. O.C. ( m _ �Ia. w r"7-77'77 - '-') B• PERFORATED LEACH DRAIN (ATI AH N40) -PLAY GROUND SURFACE GALVENIZED STEEL PED TC DRAINAGE GRATE EMBED IN CONCRETE, BOLT IN PUCE EXISTING PLANTER k 6• 24• _ C. 12• AREA \ / r NINS TERUND \ 1 REDWOOD HEADER ALONG A.C. //4 HORIZONTAL CONT m . z 10' 5 >L (TIP. AT 3 PLACES) PLAY AREA SAND, I 1% MIN. 2% MAX. 15• MIN. THICK PUNTER/NRF ; - - PROPOSED CONCRETE • i .• °, , FIN. GRADE S MIN E 1 — 1 1/2•-3• CLEAN 1 4' PERFORATED PIPE CLEAN - FlL ER FABRIC •eL NIRAFl N40 ( ) RECONSTRUCTJ CURB AND GUTTER STRUCT CONCRETE • . • 1, i • . ... ......... '� 3 i CRAB W/ L _ ., y 307.-407. VOIDS GRAVEL W/ '- - 30%-40% 12' VOIDS 4 THICK 12• C EXIST. A.0 PAVEMENT AREA TO BE REMOVED WITHIN PLANTER AREA �- 24' 13 REBAR, CONTINUOUS I L. 2- 3 REBAR COQTINUGUS u, - •� J 4'-0• J ,� /4 CONT BAR F 3 CONCRETE WALKWAY THICKENED EDGE 10 8' MASONRY GARDEN WALL 12 13 14 STORMWATER INFILTRATION TRENCH 18 PERFORATED SUBDRAIN 29 CONCRETE CURB DRAINAGE CHANNEL LARGE DECORATIVE EXIST A.G.PAVING (ALLEY) 1• 6• 'r .:� LANDSCAPE BOULQERS d SMALL DECORATIVE ROCK, B• MAX. WITHIN TRENCH GREATER THAN 5 TO BE LIMITS. 6 SEPARATIONS OUTSIDE OF TRENCH LIMITS CRASS OR ROCK SWAUE 12• MIN. CONCRETE, 3500 PSI 12' ti• I2• "' /' LANDSCAPE PLANTER/ 11114 IT - �. NO MIN. MIN. EXIST. A.C. 6• THICK COMPACTED CUSS II BASEPERF B• ORATED LEACH DRAIN PARKING f� ~�"RFlF"��C - ANY TIME 5 CONCRETE EDGE BANDING 1 1/2• TURF PLAN AREA PLANTER ARU 2' y ¢,� LTA-i,rT GALVANIZED U -CHANNEL POST 0 MIN. r KIN. IS MIN +I- :�✓;. 1 1/2•-3• CLEAN y w el GRAVEL W/ ( -i`, N , 6.. r� _-"" j y'2 ; 30%-40% VOIDS •i A 6• EDGE STRIPWOOD �'" '4t MULCH IN PLA PER LANDSCAPE PLANwr= -'x3 �;vr �:�� Q JDIAMETER =6'0 J 0 0 6 1 EDGE STRIP 1151 STORMWATER INFILTRATION PIT AN. GRADE 0 OMPACTEDNATIVE BACKFILL 30 CONDUIT SLEEVE AND A.C. PATCH GRATE TO BE FLUSH WITH PATH HC PATH OF TRAVEL GALVENIZED STEEL PFD/HC DRAINAGE GRATEI- WITH SECURITY BOLTING. - 2 1 1/Y 1• PLAY AREA 15 MIN THICKNESS TURF;. - 1 N FLOW LINE, SECOND STREET q' 4 M— 5, 8 : r_n HC/PED ACCESS WAY PLANTER ROCK H 0 -- 0 - _- O ��.. ,24 t .. '- '• /3 REBARS CONTINUOUS •4' DECF�NIIVE �6• CIF ER 4• I irt'ALVENIZED _. 2-13 REBAR 8• CONCRETE CURB C TINUOLIS CONCRETE TRENCH TRANSITION CURB FACE � THE VERTICAL AND HORIZONTAL PLACEMENT OF THE HANDICAP PATH AND TRENCH DRAIN CONCRETE TRENCH SHALL BE APPROVED BY THE CITY ENGINEER AND PARKS DISTRICT MANAGER PRIOR TO CONCRETE POUR. STEEL PED/HC DRAINAGE CRATE 7 DEEPENDED CONCRETE CURB @ PLAY AREA 11 TRENCH DRAIN 1201211 NO PARKING SIGN CAU NDE UNDERGROUND STRUCTURES ALL UNDERGROUND UTIL/DES OR STRUCTURES REPORTED BY THE OWNER OR THOSE SHOWN �p� p > ON RECORDS EXAMINED ARE /ND/CATED WITH THEIR APPROXIMATE LOCADON AND EXTENT. THE DEVELOPER, BY ACCEPDNG THESE PUNS OR PROCEED/NG WITH IMPROVEMENTS PURSUANT THERETO, UNDERSTANDS THAT THEY AGREE TO ASSUME LIABILITY, AND AGREE DIAL TOLL FREE TO HOLD THE UNDERSIGNED HARMLESS FOR ANY LIABILITY FOR DAMAGE RESULT/NG FROM 1-800-227-2600 THE EXISTENCE OF UNDERGROUND UDL/T/ES OR STRUCTURES NOT REPORTED TO THE AT LEAST TWO DAYS UNDERSIGNED, NOT INDIC4TED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT ~ BEFORE YOU DIG VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CON7R4C7OR IS REQUIRED TO TAKE DUE PREC4URONARY MEASURES TO PROTECT THE UDL/DES OR STRUCTURES FOUND AT THE SITE IT SHALL B£ THE CONTRACTORS RESPONSIBILITY TO NODFY THE OWNERS OF THE UDLIDES CONCERNED BEFORE STARTING TO WORK .. x�o No. afio4 ,: a 2 EXP. 12-31-14 » ��, CIV11-F�' �CAl1 PREPARm er: J.N. 13.1387 3 M3_4-16-13 Option C.dw P 9 M CIVIL INC. Consulting Civil Engineers 400 Rosewood Avenue, Suite 201 Camarillo, CA 93010 (805) 445-4404 FAX (805) 445-4401 DESIGNED BY: DRAWN BY: PARK RECREATION AND COMMUNITY SERVICES "_' CITY OF MOORPARK PARK RECREATION AND COMMUNITY SERVICES GERMING PERMIT N0. NEIGHBORHOOD PARK 161 SECOND STREET x C DETAILS SHEET SHEET 4 7 OF 6 5 PARK AND RECREATION DIRECTOR DATE PROJECT NO. q CHECKED BY:ENGINEERING ENGINEERING REVIEWED BY: 3 2 DRAWING N0. 1 DESCRIPTION OF REVISION R.C.E. APPD I DATE DATE KATHERINE M. MCCUNNEY, RCE 436N EXP. 12/31/14 APPROVED BY: CITY ENGINEER, DAVID KLOTZLE, RCE 55752 DATE WILY P.L E'LY P.L I AS SHOWN ON PLAN 2 AS SHOWN ON PLAN ' NEW FENCE ' �- ^ ALLEY NEW FENCE ALLEY VARIES PLAY GROUND 3 CONCRETE WALKWAY EXIST. FENCE-' 1• FLUSH 6 16.5 7 5 -EXIST. FENCE 15.40 16.5 TC SUMP FS PLAY GROUND I PERCOLATION BASIN -11_.5% VARIES 2 LIP _17 _.... ,,. 15.2, SUMP IN. 0' CF CONCRETE CURB PROPOSED ANISH GROUND EXIST. GROUND 1 (SEE GRADING PLAN) ' SECTION "A" — "A" SECTION "B" — "B" EAST PROPERTY LINE NORTH PROPERTY LINE N.T.S. N.T.S. R/W R W SECOND STREET C.L W SECOND STREET ^ C,L, i �, REMOVE EXIST. FENCE 30' NEW FENCE -:� D8 REMOVE EXIST. FENCE I� 8 D3 10 1' 4 EXIST. CONC. EXIST. AC PAVEMENT a DB D3 10 1' NEW FENCE 4• WALK j PER PLAN(3.67.) _ / IXIST. CONC. CURB EXIST. AC PAVEMENT . 3 15.0 ISX_22X 7. PROPOSED FS 6� <a- �-� FL 17� I 3' WIDE FLOW CHANNEL 9 ._._.� CLEAR OF OBSTACLES 14.3 PROPOSED FS 8 TOP 14 9 4' SECTION "C" — "C" SECTION "D" — "D" SOUTH PROPERTY LINE SOUTH PROPERTY LINE SCALE 1'=5' H SCALE 1'=5' H R W ^ ALLEY SECOND STREET ^ 8 D8 FL, MATCH EXISTING 31 0' CF I EXIST. AC PAVEMENT EXIST. GUTTER 2E MAX. EXIST. AC PAVEMENT - 24- 4' 4' UNDERGROUND R STTUCUR£S ALL UNDERGROUND UT/CITIES OR STRUCTURES REPORTED BY THE OWNER OR THOSE SHOWN ALL UNDERGROUND ON RECORDS EXAMINED ARE INDICATED W/TH 7HE/R APPROXIMATE LOC477ON AND EXTENT. SECTION " E " — " E " THE DEVELOPER, BY ACCEP77NG THESE PLANS OR PROCEED/NG W/77Y IMPROVEMENTS DIAL TOLL FREE O ASSUME /LRESULTINGGFROM T 77YEY AGREETITY PURSUANTO THARMLESS ALLEY APPROACH FOR ANY L14B%NDS HOLDTTHEEUNDERSIGNED FOR DAMAGE 1-800-227-2600 THE EXISTENCE OF UNDERGROUND U77LI77ES OR STRUCTURES NOT REPORTED TO THE AT LEAST TWO DAYS NTS UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT BEFORE YOU DIG VARIANCE WITH 77147 REPORTED DR SHOWN ON RECORDS EXAM/NED. 771E CONTACTOR /S REQUIRED TO TAKE DUE PREC4U7701ORY ME4SURES TO PR07ECT THE U77LI77ES OR STRUC7URES FOUND AT THE SITE. /T SHALL BE THE CONTACTORS RESPONSIBILITY TO N077FY THE OWNERS OF THE U77LI77ES CONCERNED BEFORE STAR77NG TO WORK u Pa"`ss' �� y "}, No. 43604 �E)w Tz 31 lay ��, cIv1V ' a PREFARm Br: J.N. 13.1387 3 0 P M ciM3_4-16-13 tion C.dw9 VrL INC. Consulting Civil Engineers 400 Rosewood Avenue, Suite 201 Camarillo, CA 93010 (805) 445-4404 FAX (805) 445-4401 DESIGNED BY: DRAWN BY: PARK RECREATION AND COMMUNITY SERVICES CITY OF MOORPARK n i�TT i�� i�� A 7�r 7�ri� PARK RECREATION r�ATIO1V AND COMMUNITY SERVICES GRADING PERMIT N0. NEIGHBORHOOD PARK 161 SECOND STREET MOORPARK, CA SECTIONS SHEET SHEET 5 OF 5 PARK AND RECREATION DIRECTOR DATE ENGINEERING PROJECT NO. 4 CHECKED BY: ENGINEERING REVIEWED BY: 3 2 DRAWING NO. 1 Q DESCRIPTION OF REVISION R.C.E. APFD DATE DAMAPPROVED KATHERINE Y..cCUNNEY, RCE 43604 EXP. 12/31/11 BY: CRY ENGINEER, DAVID KLOTZLE, RCE 55752 DATE 11Y 13' Nd AAAAA 14.5' LEGEND 1. EXISTING STRIPING & MARKINGS TO REMAIN EXISTING STRIPING & MARKINGS TO BE REMOVED PROPOSED STRIPING & MARKINGS 2. EXISTING SIGNS • PROPOSED SIGNS 3. O SIGNALIZED INTERSECTION 4. R�C EXISTING RED CURB R/C PROPOSED RED CURB NOTES 1. LENGTH OF DESIGN 950• + 2. PAINT REMOVAL REQUIRED. INSTALL BULBOUT ® INSTALL DETAIL 24, 4" WHITE EDGE LINE PER CALTRANS STANDARD PLAN A20 INSTALL DETAIL 21, 4" DOUBLE YELLOW PER CALTRANS STANDARD PLAN A20A S, 11-2 W W 1' I 20' 1 20' 110' IW PRUPUSLU PARK W 0_ 5 5 4 dOIS INSTALL INSTALL INSTALL INSTALL W16-7P(RT) W76 7P(LT) R1 -5a W11-2 CR=15' CR=20' SECOND cR=1 STREET ro /C m R2-1(25) d R1-1 0 3 0 R/C ► —420' BY f 44' 30' 130' BY 'c � . INSTALL o ' YELLOW X -WALK X140 . o 3 a W3-1 w m m O Of INSTALL INSTALL INSTALL IN TALL CR=20' p = W71-2 R1 -5a W16 �P(LTi W 1-2 CR=15' FR Si�P W 6-2P(RT) Z C) 4 4 O L< ALL UNDERGROUND UNDERGROUND STRUCTURES D�� ALL UNDERGROUND UTILIT/ES OR STRUCTURES REPORTED BY THE OWNER OR THOSE SHOWN �i�� l.��1 Q 20 ON RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. �l THE DEVELOPER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, UNDERSTANDS THAT THEY AGREE TO ASSUME LIABILITY, AND AGREE DIAL TOLL FREE TO HOLD THE UNDERSIGNED HARMLESS FOR ANY LIABILITY FOR DAMAGE RESULTING FROM 1-800-227-2600 10' 20' 20' 10 m THE EXISTENCE OF UNDERGROUND U77LITIES OR STRUCTURES NOT REPORTED TO THE AT LEAST TWO DAYS UNDERSIGNED, NOT /ND/GATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT BEFORE YOU DIG VARIANCE W/TH THAT REPORTED OR SHOWN ON RECORDS EXAMINFO. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE /T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 2ND STREET FROM MOORPARK AVE. TO BARD STREET NO77FY THE OWNERS OF THE UPLIRES CONCERNED BEFORE STARTING TO WORK. nr 1�s,> o. sw,Ncn. cu,.a��. PREl.Ep er_ J.N. 13.1387 DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES GRADING NEIGHBORHOOD PARK 6 a oFEssi�• 3 M3_4-16-13 Option C.dwg w PERMIT N0. SHEET 6 �aM. M CIVIL, INC. CITY OF MOORPARK 161 SECOND STREET 5 Co>4s dat g Civil Engineers DRAWN BY: 4 0 PARK AND RECREATION DIRECTOR DATE 7 No. 436c 400 Rosewood Avenue, Suite 201 OF 3 a Camarillo, CA 93010 CHECKED BY: MOORPARK, CA 2 •EXP. 12-n-14 (805) 445-4404 ENGINEERING REVIEWED BY: PARK RECREATION AND P2,IECTRINO. s,e FAX (805) 445-440, TRAFFIC CALMING SIGNING DRAWING N0. A,E DAE APPROVED BY COMMUNITY SERVICES 7, AND STRIPING PLAN DESCRIPTION OF REVISION R.C.E. APP'D DATE KATHERINE M. McCUNNEY, RCE 43604 EXP. 12/31/14 CITY ENGINEER, DAVID KUCTZtE, RCE 55752 DATE b— Vq DIAL TOLL FREE 1-800-227-2800 AT LEAST TWO DAYS BEFORE YOU DIG NS-3 TRASH RECEPTACLE (WM-5) ALLEY _ SE -1 —'PORTABLE TOILET (WM-9) 150.0' P.L J DRINKING TRENCH 1 EOONTNN INFILTRATION �STORMWATER INFlL 1!7 TC -1 VEHICLE PARKING ucHnec (NO ON-SITE � „ FUELING OR CLEANING) WM-8 1 WASH/ I I OUT T \ WATER d t PER CATION 1 1 PR -- d III \ E-1 r ^ _ PLAYGROUND \ - _ 0z I am _ j 1 I I0- 0 , SE -1 j - - 150.0' k 'SIC STORMWATER PERCOLATION PIT I I I I YY� _ I L- Vq DIAL TOLL FREE 1-800-227-2800 AT LEAST TWO DAYS BEFORE YOU DIG CRAPHIC SCALE 0 5 10 30 2.5 7.520 SCALE: 1"=10' EROSION CONTROL NOTES 1. IN CASE OF EMERGENCY, CALL CITY OF MOORPARK, PUBUC WORKS. 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. 4. EXCEPT AS OTHERWISE APPROVED BY THE CITY INSPECTOR, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5 -DAY PROBABILITY FORECAST EXCEEDS 40%. 5. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE REMOVED FROM THE SITE. 6. THE PLACEMENT OF ADDfTIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE CIT'. 7. A GUARD WILL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO (2) FEET. 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE. 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, AND DESILTING BASINS AND BASINS PUMPED DRY. 10. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. 11. THE PUBUC SAFETY WILL BE PROVIDED FOR IN REGARD TO ANY PONDING OR POTENTIAL PONDING OF WATER AS REQUIRED BY SECTION 6270 ET. SEQ. OF THE COUNTY ORDINANCE CODE. 12. ADDMONAL EROSION CONTROL DEVICES MAY BE INSTALLED AT THE DIRECTION OF THE CITY ENGINEER. 13. I. THE UNDERSIGNED CML ENGINEER HAVE INSPECTED THE SITE, AND THESE PLANS REFLECT THE PROPOSED CONDITIONS OF THE PROJECT THAT REQUIRE EROSION PROTECTION. KATHERINE M. McCUNNEY, RCE 43604 EXP. 12-31-14 NOTE: THESE ARE MINIMUM ON-SITE EROSION CONTROL MEASURES. OTHER MEASURES MAY BE REQUIRED TO PREVENT EROSION DURING INTENSE RAINFALL PERIODS. EROSION CONTROL BMP LEGEND SILT FENCE (SE -1) I SAND BAG (SE -8) 0000 CHECK DAM (SE -4) STABILIZED CONSTRUCTION ENTRANCE (TC -1) EC -9 EARTH DIKES AND DRAINAGE SWALES TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT NS -3 PAVING AND GRADING OPERATIONS WM-1 MATERIAL DELIVERY AND STORAGE WM-3 STOCKPILE MANGEMENT WM-5 SOLID WASTE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT _ vROFA,. a J.N. 13.1387 DESIGNED BY: GRADING PaoEEssi 3 PARK RECREATION AND COMMUNITY SERVICES NEIGHBORHOOD PARK SHEET P PERMIT N0. 7 B M CIVM3_4 16 13 Option C.dw9 IL INC. CITY OF MOO"A 161 SECOND STREET 5 �� Consulting Civil Engineers DRAWN BY: PARK AND RECREATION DIRECTOR DATE 4 No. 43604 400 Rosewood Avenue, Suite 201 1 OF 3 Camarillo, CA 93010 CHECKED BY: ENGINEERING REVIEWED BY: ENGINEERING MOORPARK, CA ExP 12-31— (805) 445-4404 PARK RECREATION AND PROJECT NO. T Clyll� DRAWING N0. FAX (805) 445-4401 'F�CM.1F DAM APPROVED BY: ' COMMUNITY SERVICES EROSION CONTROL PLAN/NPDES DESCRIPTION OF REVISION RCE. APUD DATE KATHERINE M. MC NNEY, RCE 43604 EXP. 12/31/14 CITY ENGINEER, DAVID KLOTZLE, RCE 55752 DATE ARCHITERRA d e s i 9 n 9 r o up LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR PARKSITE AT 161 SECOND STREET City of Moorpark, CA ABBREVIATIONS: ­A­ A.B. A.C. A& Anchor Bolt Asphaltic Concrete Adjacent Int. Integral J. Box Junction Box L-1.0 TITLE SHEET Jts. Joints Alt, Arch. Auto. Alternate Architect Automatic L.A. Landscape Architect Lic, Licensed L.P. Low Point L-1.1 CONSTRUCTION PLAN OF Slide. Building Max. Maximum T­F— iA "T Blk B.M- B.S. Black Bench Mark Bottom of Steps M.B. Machine Bolt Mach. Mechanical Med. Medium L-1.2 CONSTRUCTION DETAILS _ ___ ,LO an W P Ea CA3. C.F. Catch Basi Cubic Footn Min. Minimum M�H. Manhole 7L i CA, CA.P. Cast Iron Cast Iron Pipe Multi. Multi-branched Nat. Natural L-1.3 CONSTRUCTION DETAILS C.J. Cold Joint N.I.C. Not in Contract i U) CAL, CIE. C.O. Center Line Clearance Clean Out O.C. On Center O.D. Outside Diameter P.A. Planfirm Area L-2.1 IRRIGATION PLAN C.M.P. Corrugated Metal Pipe Perf. Perforated OF Le Como. Con. Compacted Concrete P.O.C. Point of Connection P.S.I. Pounds Per Sonars L-2.2 IRRIGATION DETAILS Cond, Cont. CL Condition Continuous Center P.T. Pressure Treated P.V.C. only Vinyl Chloride R� Radio a LT 'T < 'A Ctr. Sink D.D. Counter Sink Dock Drain RCT'. Reinforced Concrete L-2.3 IRRIGATION DETAILS F, I'll IF D.F. DLG� Doodles Fir Deconmosed Granite Reber Reinforcina Bar Rein. Reinforcing Rea'd. Re F j —L" J Did, Diameter BEL Retardant L-3.1 PLANTING PLAN Dim, Dimension Rah, Round F F Ea, F,j. Detail Each Exnansion R.S. Ronan Sawn RLS,R. Ronan Sawn Redwood L-3 PLANTING DETAILS A Elec. Joint Electric Rwd. Redwood Sch. Schedule .2 4, Elev. End. Elevation Enmneer S.F. Sonars Foot SIRL Sheet L -4.1 CONSTRUCTION SPECIFICATIONS Fed, Ea. Espalier Feral ShL Md. Sheet Metal FFT E.W. E.W.W.M. Each Wav Electric Welded Wire Mesh Sim. Similar S.L. Scoraline Santa, Smooth -4.2 IRRIGATION AND PLANTING SPECIFICATIONS L7� LA Ex ExD, Existing Exposed Boxes, Specifications So. Senate 0 F.F. F.G. Finish Floor Elevation Finish Grade StL Steel T.A.D. Too of Area Drain F.H. Fire Hydrant T & B Too and Bottom Ae_T­ I Fin, F.L. Finish Flow Line T.B. Too of Berm T.C. Too of Curb P I FIL F.S. Flat Finish Tex, Textured Fin, Ftm Surface Footing Fountain T.G. Too of Grate T.G.D. Too of Grate Drain Thk. Thick Ga. Goods T.P. Too of Pavina Galv. G.C. Galvanized Ground Cover T,P.C, Too of Poll Carping T.S. Too of Status G.I. Galvanized Iron Hose Bib T.W. Too of Wall TwL Trowel LL1 t A, Hdr. Sm. Header Board Tvo. Tvoical :1 �ZL, UJ C) C) Hertz. Horizontal Vert. Vertical Z to IT Z 0 HP. Hat, Hiah Point Helant W1 With W/o Without 0 LD, Inv. Inside Diameter Invert W.S. Water Surface Ed (D_Ei Z 0) X W (9 tr X, 11 Z ERRORS AND OMISSIONS: T, LT 'A4 ILE, 'TIF L, 0 ARCHITERRA DESIGN GROUP HEREBY CERTIFIES THAT THE DESIGN, DETAILS AND SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE CITY OF MOORPARK T, ARCHITECTURAL STANDARDS. ARCHITERRA DESIGN GROUP CANNOT GUARANTEE THE QUALITY OF CONSTRUCTION, INSTALLATION OR MAINTENANCE OF IMPROVEMENTS AS 799 MOORPARK AVENUE DESIGNED AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTING '4L _xA MOORPARK, CA, 93021 FROM DEVIATIONS. ARCHITERRA DESIGN GROUP IS NOT RESPONSIBLE FOR THE AMOUNT FREQUENCY IRRIGATION WATER APPLIED TO THE PROJECT DURING 517-6385 805 517-6385 — — — — = �` ` OR OF CONSTRUCTION oR THEREAFTER. CONTACT PERSON: MR. JEREMY LAURENTOWSKI — C� o, PROJECT SITE 1STSTREET PARKS AND RECREATION DIRECTOR IF La an it ATa 2ND STREET an E­ co a0 ------ ------ ------- - SECOND STREET Ra of Ea PREPARED BY: D ALL 0 3RD STREET 0- FIRST SUBMITTAL - ARCHITERRA DESIGN GROUP SECOND SUBMITTAL- LANDSCAPE ARCHITECTURE DIAL TOLL FREE SITE PLANNING 1-800-227-2600 _ARt THIRD SUBMITTAL - 10221 -A TRADEMARK STREET AT LEAST TWO DAYS FOURTH SUBMITTAL - RANCHO CUCAMONGA, CALIFORNIA 91730 BEFORE YOU DIG SUBMITTAL - TEL.(909) 484-2800 FAX.(909) 484-2802 CONTACT PERSON: GREGG DENSON N.T.S. UNDERGROUND SERVInE ALERT USA) OF EOFITHERN C�nOENA DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES GRADING DSCAk ARCHITERRA CITY OF MOORPARK PERMIT NO, PARKSITE AT 161 SECOND STREET SHEET 6 design 9 COU p DRAWN BY: MOORPARK, CA 11 5 4 landscape architecture and planning PARK AND RECREATION DIRECTOR DATE OF 10221 -A Trademark Street Rancho Cucamonga, CA 91730 CHECKED BY: ENGINEERING REVIEWED BY: PUBLIC WORKS DEPARTMENT ENGINEERING 2 (909) 484-2800 PROJECT NO. SHEET NAME DRAWING NO. F771 1FDf Fax(909)484-2802 ENGINEERING DIVISION L-1.0 TITLE SHEET L-1.0 DAVID KLOTZLE, PE EXP. DATE DATE A 1 DESCRIPTION OF REVISION R.C.E. APED DATE CONSTRUCTION NOTES I ( 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN, I I SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH Z 0 II II NOTIFICATION. 43'-2" 43'-1" 581-01 I I 2 LOCATION OF WALLS AND FENCES WL AND FENCE LAYOUT SHALL CONFORMNGFOR BE PROVIDED DED Y THE CIVIL ILENGTOP INCONDITIONSF SLOPE I EER PRIOR TO EXCAVATION OF FOOTINGS. 3, ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). mN 3 20'-10" 3`4" 19'-0" 12'-6" 71-11" 20'-2" 2`-6" 40'-6" 8'-3" 9'4" G 4, FOR SITE GRADING, SEE CIVIL ING PLAN. O> o FOMAKING 9.7 5. CONTRACTOR SHALL BE RESPONSIBLE HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND > 3 3 -- - -- — -- -- i =ALLEY - - - - -- -- -- - _ _ _ _ _ TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. ------ -- — — __ __ I— — iz'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ coNc swnke \ z z 12-- 30 �� 9 31 37 O 6, CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO z La 13 I a - a zz LIMIT OF WORK s 3 zz ® 3 - z1 IRRIGATION PLANS. _ P.0.6., m x 07-PAb REF L I&ON 7, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN, �--� err--� +�'-'�--�- 6 - 18 ° 7..°0 a° ° 8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. } IT 8'-g ( PA b R Iw o �" O '-' [q' __--- ----' �! 6 5" - 15 PA - � �,, � PA ¢I P °`L /ALIGN r n B; \ v ti 9. 10. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. ALL CURVILINEAR CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE ._--- ® _ ______3 __ ___ APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. PA �� 18 _ I. g .. i TYP. ' 3 - .-- ____--_-- - _ __ za __ham _ -- ° � Q °D. 2a CONSTRUCTION LEGEND (THIS SHEET ONLY) O M � ` T-11 h ' m 1 m 11 ^ti 14 PA--------- 10 PARK ENTRY WITH STONE VENEERED COLUMNS AND ACCENT BOULDERS (TOTAL OF 4) SEE DETAIL N, SHEET L-1.2. --- -------- zO CITY SIDEWALK LAYOUT AND DETAILING PER CIVIL PLANS I I oN 27 ;5_5�"" d ' a _ ` 13/ N 1 PA ng I PA -033] 3O TRAFFIC CALMING DEVICE/BIOSWALE. PER CIVIL ENGINEER'S PLANS, 3 THICK DECOMPOSED GRANITE PAVING USING NEXPAVE WITH ORGANIC LOCK, AVAILABLE THROUGH GAIL 6-8" 5 6',1— R C Q W� MATERIALS (951) 667-6106 INSTALL AND COMPACTIROLL PER RECOMMENDATIONS. SEE DETAIL A, SHEET L-1.2. CENTER OF GATES z4 T-6` - 29 I 16 ,.--„ \ J �,�-- �` F l B•• Q - L.L.I O 6O MEANDERING PARK WALKWAY PER CIVIL ENGINEER'S PLANS CHILDREN'S TOT LOT WITH PLAY STRUCTURE BY OTHERS. — —� — -- -I 7 11 PA , zg.9 , — 1 U) 7O CHARCOAL BARBECUE (TOTAL OF 2) MODEL #QC -BBQ 1518, AVAILABLE THROUGH QUICKCRETE PRODUCTS CORP. 230-1377.. SEE DETAIL K, SHEET L-1.2. APPLY 2 COATS OF VITROCEM CLEAR ANTI COATING TO 18 �` �8'-0° � (800) -GRAFFITI CONCRETE BASE. � Iz1 `n 56 56" Y 1 F,O 8 PARK WALKWAY LIGHT STANDARDS PER ELECTRICAL ENGINEER'S PLANS. ' LL 0 9O LANDSCAPE BOULDERS SET MINIMUM OF 113 INTO GRADE MALIBU BOULDERS AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE (877)792-7625 OR APPROVED EQUAL, SIZES AS SHOWN BELOW, SEE DETAIL M, SHEET L-1.2. 3 1 1 7'4"118 C. Y PA 10 '` 4 1 ++` I I Q O Z 1 A -18' TO 24" DIA B-24'7030"DIA, LL �/ R\\(� 2 " -a O 11 10 C 30 TO 36" DIA. D 36 7042"DIA. ADA ACCESSIBLE LET PICNIC TABLE OF 2) MODEL #QLBT96PT COLOR C11 ADOBE TAUPE, TEXTURE T2-LSB. ~ I I V 8 " C8 Ov I1 ' ^ W 11 (TOTAL AVAILABLE THROUGH QUICKCRETE PRODUCTS CORP. (800) 230-1377, APPLY COATS OF VITROCEM CLEAR ANTI -GRAFFITI COATING TO CONCRETE BASE. PRECAST CONCRETE BENCH OF 3) "EL MONTE", MODEL #Q1 EM848, COLOR Cil TAUPE, TEXTURE 4'4' (TOTAL -ADOBE I I 6. � R. (PA '---- 13 ( I I T2-LSB. AVAILABLE THROUGH QUICKCRETE PRODUCTS CORP. (800) 2304377. APPLY 2 COATS OF VITROCEM CLEAR °- ( •39 \ 2 ANTI -GRAFFITI COATING TO CONCRETE BASE. _ —'� 9 5 PA 12 PRECAST PARK MONUMENT SIGN. SEE DETAIL C, SHEET L-1.3. APPLY 2 COATS OF VITROCEM CLEAR ANTI -GRAFFITI COATING TO CONCRETE BASE. 1 • I I 2511 --- II I 1 13 , 12'-7° 7" PA 13 42" HIGH TUBULAR STEEL FENCING. SEE DETAIL G, L4.2. I I . I .0 �— 14 72" HIGH TUBULAR STEEL FENCING, INSTALL WITH RADIUS BEND AS SHOWN. SEE DETAIL F, SHEET L4.2. D ` f ' � Q 15 HAWS DRINKING FOUNTAIN MODEL#3300G, GALVANIZED STEEL, AVAILABLE THROUGH HAWS 775) 359-4712. SEE DETAILS H & I, SHEET L-1.2. t7 PA S 16 RECYCUNGfTRASH BINS (TOTAL OF 2 EACH TYPE), QUICKCRETE "CALIFORNIA" SERIES "ROUND", QR-CAL2533W, COLOR C11 -ADOBE TAUPE, TEXTURE T2-LSB. LID# -A21, COLORS -BLUE {RECYCLING) AND BLACK (TRASH), ' PA 1 MATERIAL -STEEL. STANDARD GLOSS SEALER, INLCUDE CABLE AND BOLTS, STD 2" DRAIN HOLE AND QR-PL28 — -- ------ — --- — ------ ----- ----------- ------------ C $- 9 i PLASTIC 30 GAL. LINER. AVAILABLE THROUGH QUICKCRETE PRODUCTS CORP. (800) 230-1377. �— C ,., BIOSWALE WITH DRY WELL SUMP, PER CIVIL ENGINEER'S PLANS. -� -- w - 23i FL- 11 17 DRY SUMP, SEE CIVIL ENGINEER'S PLANS FOR FINAL DETAILS AND LOCATIONS, LIMIT OF WORK 20 17 14'-5" 4'-0 11 C� ( II 18 4" WIDE CONCRETE HEADER. SEE DETAILS B & C, SHEET L-1 2. II 19 GENESIS BIKE RACK CAPACITY 8, PRODUCT#GNS-8-IG-G, FINISH GALVANIZED, AVAILABLE THROUGH MADRAX, (800) 448-7931. SEE DETAIL D, SHEET L-1.2. 32`6" EXISTING 20 NEW BLOCK WALL, PER CIVIL ENGINEER'S PLANS, SINGLE STORY 21 NO PARKING"SIGN, SEE CIVIL ENGINEER'S PLANS. RESIDENCE 22 PERMASTRIP ALUMINUM EDGING SYSTEM (1/8'X 3.5"), AVAILABLE THROUGH PERMALOC (800) 356-9660. INSTALL BETWEEN PLANTER AND DECOMPOSED GRANITE PAVING, SEE DETAIL A, SHEET L-1.2 23 GROUTED COBBLE AT BIOSWALE INLET AND OUTLETS. COBBLE TO BE MIXED AT 75 %"ARIZONA COBBLE" (SIZED 3"-7") AND 25%"MALIBU COBBLE" (SIZED 4"-8") AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE (877)792-7625 OR APPROVED EQUAL. SEE DETAIL B, SHEET L-1.3. �3 GROUTED COBBLE AT PLANTERS. COBBLE TO BE MIXED AT 75% 'ARIZONA COBBLE" (SIZED Y-7) AND 25%"MALIBU COBBLE" (SIZED 4"4") AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE (877)792-7625 OR APPROVED EQUAL. SEE DETAIL D, SHEET L-1.3. 24 POTABLE WATER SUPPLY LINE TO DRINKING FOUNTAIN PER CIVIL ENGINEER'S PLANS. PROVIDE BACKFLOW PREVENTION ASSEMBLY PER CIVIL ENGINEER'S PLANS (FOR POTABLE DRINKING SERVICE). 25 CONCRETE TOT LOT EDGING PER CIVIL ENGINEER'S PLANS. COORDINATION PLACEMENT OF BOULDERS PRIOR TO FORMING AND INSTALLING CONCRETE EDGING, 6z 3" THICK DECOMPOSED GRANITE PLACED MULCH USING NEXTPAVE WITH ORGANIC LOCK, AVAILABLE THROUGH GAIL MATERIALS (951) 667-6106, PLACE AND WATER IN, DO NOT COMPACT USING MECHANICAL DEVICE, LIGHTLY D �� lk COMPACT WITH HAND TAMP. SEE DETAIL F, SHEET L-3.2 EXISTING WATER METER FOR DRINKING FOUNTAIN AND IRRIGATION. DIAL TOLL FREE 1-800-227-2600 0 5' 10' 20' PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET 40' 28 BACKFLOW PREVENTION ASSEMBLY (FINAL LOCATION FOR POTABLE DRINKING WATER LINE PER CIVIL'S PLANS. FOR IRRIGATION LOCATION, SEE IRRIGATION PLAN). AT EAST TWO DAYS FOR DETAILS, SEE SHEET L-1.1 AND L-1.2 29 10'WIDE DOUBLE SWING MAINTENANCE ACCESS GATES, SEE DETAIL A, SHEET L-1.3 — BEFORE YOU DIG FOR SPECIFICATIONS, SEE SHEET L-4.0 30 O DRAINAGE CULVERT WITH REMOVABLE GRATES, PER CIVIL ENGINEER'S PLANS, FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-2.0 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-3.0 31 HANDICAP RAMP WITH TRUNCATED DOMES PER CIVIL ENGINEER'S PLANS. "HOERGROORORERVoE„LERT,T,SA,OEDO,JTHERROx.,EORH,A SCALE : V-10' DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES GRADING ��1DSCgp\ ywo ayl.K"anw�eaP'4yCy ��r A n y ARCHITERRA design group landxone architecture and Planning ” -' ✓r ' CITY OF MOORPARK PERM NO, PARKSITE AT 161 SECOND STREET MOORPARK, CA SHEET OF 11 e DRAWN BY: PARK AND RECREATION DIRECTOR DATE 4 3 Rai>,64" * 10221-A Trademark Street Rancho Cucamonga, CA 91736.� CHECKED BY: ENGINEERING REVIEWED BY.' - ' PARK AND RECREATION ENGINEERING PROJECT NO. 2 s, Q R"„ �� 'rFDF onuF°� (909) 484-2800 Fax(909)484-2802 COMMUNITY SERVICES DEPARTMENT SHEET NAME p CONSTRUCTION PLAN DRAWING NO. 1 APPRoveDBY: DESCRIPTION OF REVISION R.C.E. APED DATE DAVID KLOTZLE, PE EXP. DATE DATE 4 3 2 6 4" 4 3 2 6 4' 7 LEGEND: 1 24 14 ADJACENT TURF, 4 . UN O PERMASTRIP ALUMINUM EDGING SPLICING STAKE/LINE STAKE, INSTALL PER LEGEND LEGEND: 2 MANUFACTURERS SPECIFICATIONS. C111 POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH. 10 4" WIDE POURED CONCRETE MOW STRIP WITH LIGHT BRUSH FINISH. PERMASTRIP ALUMINUM EDGING SYSTEM (118" X 3.5"), AVAILABLE THROUGH 02 #3 REBAR CONTINUOUS SET @ MID-DEPTH. 0 #3 REBAR CONTINUOUS SET @ MID-DEPTH. PERMALOC (800) 356-9660. INSTALL BETWEEN PLANTER AND DECOMPOSED GRANITE PAVING,. NATURAL ALUMINUM COLOR. INSTALL PER MANUFACTURERS SPECIFICATIONS. 03 112" BULLNOSE (TYPICAL). 03 1/2" BULLNOSE (TYPICAL). 3" THICK LAYER OF NEXTPAVE WITH ORGANIC-LOCK DECOMPOSED GRANITE. FINISH GRADE. 40 FINISH GRADE SET 2" BELOW GRADE AT PLANTER SIDE. COMPACTED NATIVE SUB-GRADE. 05 90% COMPACTED SUB-GRADE. 90% COMPACTED SUB-GRADE. 3" THICK LAYER OF NEXTPAVE WITH ORGANIC-LOCK DECOMPOSED FINISH GRADE SET 1 "BELOW CONCRETE MOW CURB AT TURF. GRANITE. COMPACTED PER MANUFACTURERS RECOMMENDATIONS. LEGEND: PRE-HYDRATE PRIOR TO INSTALLATION AND INSTALL AND COMPACT IN O7 Y THICK PLACED MULCH TAPERED TO Z' AT MOW CURB, ONE LIFT. (1) LOOP STYLE BIKE. RACK. MODEL PER PLAN. NOTE: NOTE: 12" DIA: x 18" DEEP CONCRETE. FOOTING SET FLUSH WITH DO PAVING. INSTALL CONTROL JOINTS @ 8'-0` O.C. MAX. SPACING AND AT ALL END OF CURB RETURNS, INSTALL CONTROL JOINTS @ S-0` D.C. MAX. SPACING AND AT ALL END OF CURB RETURNS, 90% COMPACTED SUBGRADE PLACE ALL BOULDERS AS SHOWN PRIOR TO INSTALLING CONCRETE HEADER. PLACE ALL BOULDERS AS SHOWN PRIOR TO INSTALLING CONCRETE HEADER, DECOMPOSED GRANITE PAVING PER PLAN. PERMASTRIP EDGING A ftw 4" CONCRETE HEADER AT DIG 4" CONCRETE HEADER AT TURF BIKE RACK SCALE: NTS SCALE: 3/4" = 1'-0" SCALE: 3/4" = lr-O" SCALE: 1/2" =1'-O" NOTE: LEGEND: ALL CONNECTIONS TO BE CONTINUOUS WELDED. 1"x2" 3/16" TUBULAR STEEL, TOP & REMOVE ALL SLAG & SPLATTER & GRIND ALL WELDS BOTTOM RAILS, LAID FLAT. SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. 24 MIN 2 6 7 PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER & (2) 1/2" SO 16 GA. TUBULAR STEEL LEGEND: WITH (2) COATS ELECTRIC STATIC PAINT (COLOR AND FENCE PICKETS @ 4" O.C. MAX. 77 TYPE PER CITY OF FONTANA APPROVAL). TYPICAL. (4"MAX. OPENING ALLOWED BY CODE.) DUAL-BOWL DRINKING FOUNTAIN W/ WHEELCHAIR ACCESSIBLE EXTENSION AND PET FOUNTAIN. MODEL AND FL 7 O 2" SO. 3/16" TUBULAR STEEL MANUFACTURER PER CONSTRUCTION PLAN, FENCE POST @ 8'-0" O.Q. MAX. F-L L_ 8" THICK CONCRETE FOOTING BENEATH FOUNTAIN. COLOR UNDISTURBED OR RECOMPACTEDAND SUBGRADE PER STRUCT. SOILS FINISH TO MATCH ADJACENT PAVING. k REPORT.IJ t2 L 518" x 6" WEDGE ANCHORS (4) REQUIRED PER MANUFACTURERS RECOMMENDATIONS. ----------------- ----- -------- 05 CONCRETE FOOTING. FOOTING - — ---------------- ------------------ 4 SHALL ACHIEVE O2000WN PSI @ END OF 28 DAYS. CRTOP 1 " TO (�'4D 3" DRAIN PIPE. CONNECT TO SUMP DRAIN. SEE DETAIL G, THIS SHEET DRAIN, LEGEND: o E 12" WIDE x 4" THICK CONCRETE LEGEND: 01 1 1/2' TUBULAR STEEL TOP & BOTTOM RAILS, 05 CONNECT TO 3/4" PVC POTABLE WATER SUPPLY. PROVIDE PVC SHUT-OFF BALL VALVE IN VALVE BOX @ CONNECTION, 01 DRINKING FOUNTAIN, SEE DETAIL F, THIS SHEET MAINTENANCE BAND wl #3 3" PVC DRAIN PIPE FROM DRINKING FOUNTAIN AT 2% MINIMUM CONTINUOUS REBAR(WEAVED AROUND FENCE POST 5 C2) 2" TUBULAR STEEL POSTS @ 6' QC" ADJACENT CONCRETE PAVING PER CONSTRUCTION PLAN. SLOPE, LOCATIONS). CROWN TOP TO DRAIN. SEE). 50' SO, TUB. STL. PICKETS @ 4' O.C. 6 90% COMPACTED SUBGRADE, OR PER SOIL REPORT, 03 3" X 24" LONG PERFORATED PVC PIPE Wl CAPS. LEGEND FOR REQUIRED LOCATIONS. 8" 0 PERMASTRIP ALLUMINUM EDGING, SEE DETAIL A, THIS SHEET. 04 DRAINAGE SUMP PIT, LOCATION AS SHOWN ON CIVIL'S PLANS. . 05 DECOMPOSED GRANITE. SEE DETAIL A, THIS SHEET. SAND COLLECTOR SYSTEM BY HAWS, MODEL: 6611 ----- ------ ---- 4 06 18" DEEP CONCRETE FOOTING. NOTE: PS ELBOW (REMOVABLE) 5 07 COMPACTED SUB-GRADE. - (:2D—REFER TO MANUFACTURERS COVER wi (8) V4-20 VANDAL-PROOF SCREWS ON 12-1/2" B.C. FINISH GRADE, SPECIFICATIONS FOR DETAILED INSTALLATION 7 < INSTRUCTIONS. 08 1 1/2" IPS WASTE PIPE TO 3" PERFORATED PIPE 0. 181, SQ 6-0 HIGH TUBULAR STEEL FENCE 3'-6" HIGH TUBULAR STEEL FENCE DRINKING FOUNTAIN DRINKING FOUNTAIN CLEAN OUT AND SUMP SCALE: 1/2" = lr-O" SCALE: 3/4" = V-O" SCALE: 1 Ir­0" 22" LEGEND: BOULDER AT PAVING 112" RAD, BARBECUE GRILL, MODEL PER CONSTRUCTION PLAN, PROVIDE WITH PRECAST CONCRETE SUPPORT, COLOR C-11 ADOBE TAUPE. APPLY 2 COATS OF VITROCEM CLEAR ANTI-GRAFFITI COATING TO CONCRETE BASE. 08, 1/2" RAD, I 2 *1 LEGEND: 02 ANCHOR BOLTS PER MANUFACTURER CID CONSTRUCT 4" HICK P.J.P. INTEGRAL COLORED CONRETE CAP WITH GRACE PRODUCTS TOP CAST BATTER RATIO: r 7_�- 1 r 03 FINISH. COLOR TO BE SCOFIELD C-11 "DESERT TAN'. 03 GROUT POCKET PER MANUFACTURER4 1 2 3 1/2 " 16" SQ. PRECISION BLOCK. GROUT CELLS SOLID. 04 12" x 12" CONCRETE FOOTING BOULDER AT CRUSHED AGGREGATE 12 CAP DETAIL 03 (4) #3 VERTICAL REBAR PROVIDE STD, HOOKS AT BOTTOM & ALTERNATE BENDS IN CONCRETE FTG. 10 FULL DEPTH EXPANSION JOINT W/ SEALANT AND BEND HORIZONTALLY AT CAP. re 06 ADJACENT PAVING PER CONSTRUCTION PLAN COMPACTED SUB-GRADE PER --------------- --------- - T-1—F I 4 MORTARED COBBLE VENEER TO BE MIXED AT 75% "ARIZONA COBBLE" (SIZED Y-71') AND 25% wALIBU COBBLE" (SIZED 4`-8') AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE (877)792-7625 OR APPROVED EQUAL. DEEP MIN. TO LARGER STONES SOIL REPORT. RAKE JOINTS 1/2" V MAX. STACK USING (MALIBU 12"A8' DIA. AT BOTTOM AND GRADUALLY BUILD UP WITH SMALLER SIZES MIXING COBBLE AS INDICATED. �O LEGEND: 3 5 0 CONCRETE FOOTING 36" WIDE X 18" DEEP. j 1O BOULDER PER CONSTRUCTION PLAN. RECESS AT LEAST 1/3 OF BOULDERS DEPTH INTO ±36" SQ, 6 9 5 COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT. 17 2 SUB-GRADE AS SHOWN. INSTALL MASONRY CLIPS FOR STONE VENEER EVERY OTHER COURSE. 3 r1/2" EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS, 4) #3 HORIZONTAL REBAR LOOPS, SET MID DEPTH AT CAP. 04 ADJACENT CONCRETE PAVING OR MOWSTRIP PER PLAN. 90% COMPACTED SUB-GRADE. A (6) (4) #4 HORIZONTAL REBAR AT FOOTING, SET MIN. 3" CLEAR FROM EDGES. 7 05 ADJACENT STABILIZED DECOMPOSED GRANITE PER PLAN NOTES: V1 11 103 111 1 12" SQ 1. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. PARK BARBEQUE BOULDER PLACEMENT STONE VENEERED PILASTER SCALE: 1" = l'-O" SCALE: NTS SCALE: 1/2" = Ir-O" DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES GRADING 3 ARCHITERIZA d e s i g n group andxane architecture and Planning A CITY OF MOORPARK PERMIT NO, PARKSITE AT 161 SECOND STREET MOORPARK, CA SHEET 11 OF 6 DRAWN BY TDG 5 PARK AND RECREATION DIRECTOR DATE 4 3 10221 -A Trademark Street Rancho Cucamonga, CA 91730 CHECKED BY ENGINEERING REVIEWED BY: PARK AND RECREATION ENGINEERING PROJECT NO. 2 (909) 484-2800 SHEET NAME DRAWING NO. APPROVED BY: 1onuF Fax(90484-2800 (909) 484-2802 COMMUNITY SERVICES DEPARTMENT L-1.2 CONSTRUCTION DETAILS DAVID KLOTZLE, HE EXP. DATE DATE DESCRIPTION OF REVISION R.C.E. APP'D DATE 10'-p' DOUBLE SWING --- - j LEGEND 3 SEE CONSTRUCTION PLAN EQUAL L QUAL 2"0" 11 GAUGE TUBULAR STEEL GATE FRAME WITH CORNERS MITERED, WELDED & GROUND SMOOTH. C2) 5/8" SQ. 16 GA. TUBULAR STEEL FENCE PICKETS @ 4" O.C. MAX, TYPICAL (4' L J SNSN.25" TUBULAR STEEL HINGE POST SET IN 36" DEEP X 18" DIA. CONCRETE FOOTING. CAP TOP 36" DEEP X 18" DIA. CONCRETE FOOTING. FOOTING SHALL ACHIEVE 2500 PSI @ END OF 28 DAYS. CROWN TOP 1" AS SHOWN TO DRAIN. GUARDIAN SMALL STANDARD HINGE #2001. WELD TO GATE HINGE POST, AND GATE FRAME, (3) PLACES. 5 UO FINISH SURFACE AT ACCESS ROAD PER CIVIL ENGINEERS PLAN. 7 LEGEND: —07 TUBULAR STEEL FENCE PER DETAIL A, THIS SHEET. (D GROUTED COBBLE TO BE MIXED AT 75%"ARIZONA COBBLE (SIZED 3%T) AND 25% LATCH W/ LOCKING TAB MALIBU COBBLE' (SIZED 4�8") AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE (877)792-7625 OR APPROVED EQUAL. PER CONSTRUCTION LEGEND. PLACE FLATTEST 5/8' DIAMETER CANE BOLT W1 LOCKING TAB ON INSIDE OF GATE SURFACE FACING UP AND ROUGH SET INTO 3" THICK CONCRETE BASE. SWEEP COBBLE TO FOLLOW SWALE DESIGN AND DRAIN TO PROVIDE POSITIVE FLOW ACROSS COBBLE 3/4' DIA, PVC SLEEVE FOR CANE BOLT. SET PUMB IN 12"02" CONCRETE FOOTING. 3" MIN. CONCRETE BASE WITH 6" DEEP X 12" WIDE DEEPENED OUTSIDE EDGE. 90% COMPACTED SUBGRADE PER SOILS REPORT. MORTAR RAKE JOINTS. WIDTH VARIES 112" TO 1 WIDE MAX. 12' BELOW TOP OF COBBLE 6 10 STONES. z! NOTE: C4) FINISH GRADE. ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND COMPACTED SUBGRADE 95% COMPACTED AT GROUTED COBBLE ONLY. SEE CIVIL GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEE ENGINEER'S PLANS FOR BIOSWALE DETAILS, WITH (1) COAT ZINC CHROMATE PRIMER AND WITH (2) COATS ENAMEL, COLOR BLACK. 10'DOUBLE SWING TUBULAR STEEL ACCESS GATE PROVIDE PAD LOCK AND KEY TO OWNER'S REPRESENTATIVE. A ft. COBBLE PAVING AT SWALE SCALE: 1/2"=l' -O" LEGEND: SCALE: 1" 1'-0" C, PRECAST MONUMENTSIGNAGE MANUFACTURER BYOUCKCRETE PRODUCTS CORP. (800) 230-1377, OR EQUAL. COLOR TO BE C-1 I ADOBE TAUPE, LIGHT SAND BLAST FACE AND SMOOTH FINISH CAP AND POP OUT REVEAL. SEE SECTION FOR ADDITIONAL DETAILS 4 3 02 8" TALL ±1.5'WIDE X 1" DEEP INSET LETTERING USING COPPERPLATE FONT, FINAL PARK NAME, FONT AND STYLE TO BE APPROVED BY CITY OF MOORPARK. CONTRACTOR TO PROVIDE SHOP DRAWINGS I I FOR TEXT INSET. PAINT INSET LETTERS, FINAL COLOR BY CITY OF MOORPARK. 03 4" TALL +.75" WIDE X 1" DEEP INSET LETTERING USING COPPERPLATE FONT, "CITY OF MOORPARK". FINAL FONT AND STYLE TO BE APPROVED BY CITY OF MOORPARK. CONTRACTOR TO PROVIDE SHOP DRAWINGS 1: 1 FOR TEXT INSET PAINT INSET LETTERS, FINAL COLOR BY CITY OF MOORPARK. P BRONZE MOORPARK CITY SEAL IN FLAT RELIEF, SIZE 12' DIAMETER X 5/16" THICKNESS PER f7r,CAST .... . ... < CITY SUPPLIED CAMERA READY. BLACK AND WHITE ART. ALL BLACK LINES IN RAISED RELIEF AND SATIN FINISH. COLOR INFILL RECESSED AREAS IN 7 CUSTOM PMS COLORS PLUS WHITE PER CITY STANDARDS. FINISH WITH CLEAR ACRYLIC URETHANE. DRILL AND TAP BACK FOR 14-20 ALL -THREAD STUDS FOR BLIND MOUNT. 2 ++. 05 42" HIGH TUBULAR STEEL PARK ENCLOSURE FENCING. SEE CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. LEGEND: 6 MODIFIED TUBULAR STEEL FENCING TO ACCOMODATE ANGLED MONUMENT SIGN. 10'OFFSET, GROUTED COBBLE TO BE MIXED AT 75% "ARIZONA COBBLE' (SIZED 3�7`) AND 25% MAXIMUM 3" OPENING BETWEEN 2" RAIL AND SIGNAGE. "MALIBU COBBLE (SIZED 4-4') AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE (877)792-7625 OR APPROVED EQUAL PER CONSTRUCTION LEGEND. PLACE FLATTEST 7 MORTARED COBBLE VENEER TO BE MIXED AT 75% "ARIZONA COBBLE' iSIZED 3`-T) AND 25% "MALIBU SURFACE FACING UP AND MORTAR TO CONCRETE BASE, SET STONE 2" ABOVE FINISH COBBLE'(SIZED C-8") AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE (877)792-7625 OR CONCRETE SURFACES. 5 APPROVED EQUAL. DEEP RAKE JOINTS MIN, 1/2" TO 1'MAX. STACK USING LARGER STONES (MALIBU 12"-18" DIA. AT BOTTOM AND GRADUALLY BUILD UP WITH SMALLER SIZES MIXING COBBLE AS 6" MIN. DEPTH CONCRETE BASE BELOW COBBLE WITH #4 REBAR BOTH WAYS AT 16'OL, INDICATED. 2500 PSI AT 28 DAYS� 08 BOULDER PLACEMENT PER CONSTRUCTION PLAN. TOP C31) DEEP MORTAR JOINTS. WIDTH VARIES 1/2" TO 1 " WIDE MAX. 09 8 X 8 X 16 CMU BLOCK GROUTED SOLID. ---- FINISH PAVNG/CURBING, SEE CONSTRUCTION PLAN FOR LOCATIONS. 100 THREADED RODS AT 16 0. C, FINAL LOCATIONS AND LENGTH PER PRECAST CONCRETE COMPACTED SUBGRADE 95% COMPACTED. MANUFACTURER, EMBED INTO BLOCK WALL AND GROUT SOLID. 8 MORTAR FIRST COBBLE VENEERED ROCK TO CONCRETE FOOTING BELOW GRADE. PLAN VIEW #4 VERTICAL REBAR AT 16' O.C. ALTERNATE BENDS INTO FOOTING. @ COBBL E PAVING AT CURB RAMP #4 HORIZONTAL REBAR AT 16" O.C. 1 _3" 104 36" WIDE X 18"DEEP CONTINUOUS CONCRETE FOOTING. SCALE: 1" 1'-0" 8'-6" 95% COMPACTED SUBGRADE. 6 5 4 8'-6" c) 1' Li 2 3 LO BASE - ---- -- - - - - ---------- C\j 00 1 1/2" 4:� 3/4" TYP. .7 7 100 00 ±9'-6" �7 +1 10'-6" 13 ELEVATION 1? SECTION 1�4_ 100 15 NOTE APPLY 2 COATS OF VITROCEM CLEAR ANTI -GRAFFITI X , ---------- — COATING TO PRECAST CONCRETE SfGNAGE. MONUMENT WALL DESIGNED BY PARK RECREATION AND COMMUNITY SERVICES GRADING 4 DSCAP ARCHITERRA desig n group CITY OF MOORPARK PERMIT NO. PARKSITE AT 161 SECOND STREET SHEET 6 DRAWN BY 5 4 landscape architecture and Planning PARK AND RECREATION DIRECTOR DATE MOORPARK, CA OF 3 10221 -A Trademark Street CHECKED BY ENGINEERING REVIEWED BY: PARK AND RECREATION ENGINEERING 2 Rancho Cucamonga, CA 91730 (909) 484-2800 PROJECT NO. SHEET NAME DRAWING NO. APPROVED By� 1 Fax (909) 484-2802 COMMUNITY SERVICES DEPARTMENT L-1.3 CONSTRUCTION DETAILS DESCRIPTION OF REVISION R,C,E, APP'D DATE DAVID KLOTZLE, PE EXP. DATE DATE PIPE SIZE NOTE: REFER TO PIPE SIZING CHART FOR CORRESPONDING LETTER, MAINLINE NOTE: MAINLINE SHOWN FOR CLARITY ONLY CONTRACTOR TO PLACE MAINLINE IN ADJACENT PLANTER CONTRACTOR SHALL NOT INSTALL ANY MAINLINE PIPING UNDER WALL FOOTINGS (EXCEPTION WHEN CROSSING) FENCE POST OR LIGHTING FOOTINGS. CONTRACTOR SHALL MAINTAIN A MIN. OF 12" CLEARANCE FROM ABOVE ITEMS. TYPICAL SLEEVING NOTE: CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL WIRES WHERE EVER THEY CROSS UNDER COBBLE OR HARDSCAPE. <It xr. r',n SPRINKLER HEAD PLACEMENT NOTE: PLACE HEADS MINIMUM 12' FROM ALL HARDSCAPE AND CURB AREAS. 0i 2 3 4 911(v"' )A*'e"' A, A A B E EHI'vil 1 HI VVHI &iz B- I j I A <D 1z - -Cf�-- - ;0� 8 5 61: D n r_:NI1 V/-XLVr- Lr_%_1r_INIU PRESSURE REGULATOR DRINKING BACKIFLOW DEVICE FOUNTAIN TEE OFF UPSTREAM OF MASTER VALVE BUILDING BACKFLOW MAINLINE GATE VALVE �IA *4� 1 In v I VILV�2)-*4 1 112" WATER METER - - - - - - PER UTILITY PLANS 6 6 4 3 2 DESCRIPTION OF REVISION - - - _Cf�_ EXISTING 0IINN.'3Lr_ 0 1 UM T 1 21 /3 RESIDENCE r4'�N 8 lsz� 7 7 9 /18 /79 /17 SCHEDULE40PVC VALVE SIZING KEY PIPE SIZING CHART A 3/4" 0-8 GPM r 71� 6 rl 2� 12 B 1" 9-12 GPM VALVE # 1 jo GPM C 11/4" 13-22 GPM D 1112' 23-30 GPM 3/4" 19 VALVE SIZE E 2" 31-50 GPM r13 \11� PLAN CROSS REFERENCES 10_�.sw FOR NOTES AND LEGENDS, SEE THIS SHEET 0 5' 10, 20' 40' FOR DETAILS, SEE SHEET L-1.1 AND L-1.2 FOR SPECIFICATIONS, SEE SHEET L-4.0 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-2.0 4A,� 7%w7m7womm.� FOR CORRESPONDING PLANTING PLAN SEE SHEET L-3.0 SCALE : V-10' DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES TOG ARCHITERRA '�Z d S, s i 9 IT 9 r ON; P DRAWN BY / TOG PARK AND RECREATION DIRECTOR DATE dnd�cppe nnhitecture and planning Vr­c 10221 -A Trademark Street CHECKED BY: ENGINEERING REVIEWED BY: Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484�2802 APPROVED BY: R.C,E. APOD DATE IDAVID KLOTZLE, RE EXP. DATE DATE IRRIGATION NOTES 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT 2. UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. 3. SYSTEM DESIGN IS EASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNERS CONSTRUCTION REPRESENTATIVE. 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STRUCTURES. z 0 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER. AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNERS REPRESENTATIVE, ANWOR LANDSCAPE ARCHITECT, WHERE APPLICABLE. 7, IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNERS REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAX]MUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS. 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 10. CLEAN-UP ON A DAILY BASIS PER OWNERS REPRESENTATIVE'S APPROVAL. IRRIGATION LEGEND SYMBOL MANUFACTURER MODELNUMBER DESCRIPTION RADIUS G.P.M, P.S.1, COMMENTS RAINBIRD RWS-B-C-1401 ROOT WATERING SERIES 0.33/tree 30 (2) PER TREE. SEE DETAIL 1, SHEET L-21. RAINBIRD XB-20PC DRIPPER, ONE PER VINE 0,010 30 SEE DETAIL K, SHEET L-21. A PRECISION SPRAY \J DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS TORO BEFORE YOU DIG IqI' A t�A 6 6 4 3 2 DESCRIPTION OF REVISION - - - _Cf�_ EXISTING 0IINN.'3Lr_ 0 1 UM T 1 21 /3 RESIDENCE r4'�N 8 lsz� 7 7 9 /18 /79 /17 SCHEDULE40PVC VALVE SIZING KEY PIPE SIZING CHART A 3/4" 0-8 GPM r 71� 6 rl 2� 12 B 1" 9-12 GPM VALVE # 1 jo GPM C 11/4" 13-22 GPM D 1112' 23-30 GPM 3/4" 19 VALVE SIZE E 2" 31-50 GPM r13 \11� PLAN CROSS REFERENCES 10_�.sw FOR NOTES AND LEGENDS, SEE THIS SHEET 0 5' 10, 20' 40' FOR DETAILS, SEE SHEET L-1.1 AND L-1.2 FOR SPECIFICATIONS, SEE SHEET L-4.0 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-2.0 4A,� 7%w7m7womm.� FOR CORRESPONDING PLANTING PLAN SEE SHEET L-3.0 SCALE : V-10' DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES TOG ARCHITERRA '�Z d S, s i 9 IT 9 r ON; P DRAWN BY / TOG PARK AND RECREATION DIRECTOR DATE dnd�cppe nnhitecture and planning Vr­c 10221 -A Trademark Street CHECKED BY: ENGINEERING REVIEWED BY: Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484�2802 APPROVED BY: R.C,E. APOD DATE IDAVID KLOTZLE, RE EXP. DATE DATE IRRIGATION NOTES 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT 2. UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. 3. SYSTEM DESIGN IS EASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNERS CONSTRUCTION REPRESENTATIVE. 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STRUCTURES. z 0 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER. AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNERS REPRESENTATIVE, ANWOR LANDSCAPE ARCHITECT, WHERE APPLICABLE. 7, IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNERS REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAX]MUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS. 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 10. CLEAN-UP ON A DAILY BASIS PER OWNERS REPRESENTATIVE'S APPROVAL. IRRIGATION LEGEND SYMBOL MANUFACTURER MODELNUMBER DESCRIPTION RADIUS G.P.M, P.S.1, COMMENTS RAINBIRD RWS-B-C-1401 ROOT WATERING SERIES 0.33/tree 30 (2) PER TREE. SEE DETAIL 1, SHEET L-21. RAINBIRD XB-20PC DRIPPER, ONE PER VINE 0,010 30 SEE DETAIL K, SHEET L-21. A PRECISION SPRAY \J S TORO 0 -T -5 -OP POP -UP -SPRAY HEAD 5' 0.06 30 SEE DETAIL G, SHEET 1-4.2, A t�A [Q�Z� U) IT TORO 0 -T -5 -HP POP -UP -SPRAY HEAD F 0,13 30 SEE DETAIL G, SHEET 1-4.2, A r Al �1 3 TORO O_T_5_TQP POP­UP -SPRAY HEAD 0,22 30 SEE DETAIL G, SHEET L-2.2. 0 TORO 0 -T -5 -FP POP -UP -SPRAY HEAD 0.26 30 SEE DETAIL G, SHEET L-2.2. A 3'� C LL. 0 TORO 0 -T -8 -OP POP -UP -SPRAY HEAD 81 0.17 30 SEE DETAIL G, SHEET L-2.2. 0 F- z TORO O-T�84FP POP -UP -SPRAY HEAD 81 0,33 30 SEE DETAIL G, SHEET L-21. 0 0 7 TORO 0-T-8-TQP 81 POP -UP -SPRAY HEAD 0.66 30 SEE DETAIL G, SHEET L�12, z TORO 0 -T -8 -FP POP -UP -SPRAY HEAD 81 0,49 30 SEE DETAIL G, SHEET 1-4.2, t w A A U) TORO 0_T_15_Qp POR -UP -SPRAY HEAD 15, 0158 30 SEE DETAIL G, SHEET L-2.2. Z' TORO 0 -T -15 -HP POP -UP -SPRAY HEAD 15, 1.16 30 SEE DETAIL G, SHEET L-12. A TORO O -T -15-T P POP -UP -SPRAY HEAD 15, 2.32 30 SEE DETAIL G, SHEET L-12. G TORO 0 -T -15 -FP POP -UP -SPRAY HEAD 15, 1,78 30 SEE DETAIL G, SHEET L-21. NOTE: AREAS. ALL TORO PRECISION SPRAY NOZZLES SHALL BE FITTED ONTO RAINBIRD 1806 -PRS SERIES BODY FOR TURF AREAS AND RAINBIRD 18061PRS SERIES BODY FOR ALL SHRUB EQUIPMENT MANUFACTURER MODEL NUMBER DESCRIPTION Nil PROPOSED 11/2' DOMESTIC WATER METER BY OTHERS PRESSURE REGULATOR, INSTALL AS NEED, IN VALVE BOX. WILKENS 500 SERIES 3R* NIBCO T-1 13 LINE -SIZE BRONZE FULL PORT BALL VALVE IN VALVE BOX, W -5 SEE DETAIL D, SHEET L-2.2 FEBCO 825-YA-BV 1/2' REDUCED PRESSURE BACKFLOW IN STRONG BOX ENCLOSURE MODEL No. SBBC-30CR. & CALSENSE FM -IB 11/2" FLOW METER SENSOR. SEE DETAIL C, SHEET L-2.2 PRESSURE LOSS CALCULATION E) SUPERIOR 3200 11/2" MASTER VALVE, NORMALLY CLOSED RAINBIRD EFS -CP SERIES V 1 00-EFB-CP WHERE IRRIGATION RED. 5 GPM - 20 GPM, SEE DETAIL F, SHEET L-2.2 PROJECT: CITY OF MOORPARK: WALNUT ACRES BY:TDG 1112" 125-EFB-CP WHERE IRRIGATION RED, 20 GPM OR MORE,SEE DETAIL F, SHEET L-2.2 STATIC PRESSURE HIGH: LOW: 85 PSI ED RAINBIRD XCZ-075-PRF 3/4' LOW FLOW VALVE WITH 314" PR REY FILTER. INSTALL IN SOURCE OF INFORMATION VENTURA WATER WATER DISTRICT SUPPLIER TERRYSMITH RECTANGULAR VALVE BOX. (DRIP LINE ONLY) SEE DETAIL F, SHEET L-2.2 PHONE NUMBER: (805) 378-3009 VALVE STATION/GPM: STATION 2 GPM 26 RAINBIRD 33DRC V POTABLE QUICK COUPLER VALVE. INSTALL WITHIN ROUND BOX. SEE DETAIL H, SHEET L-2.2 ITEM: P'S'L LOSS: RAIN MASTER RME-24EG-SPED 24-STATJON INSTALLED IN STAINLESS STEEL LARGE ENCLOSURE PEDESTAL. WATER METER SIZE: 11/2' @ 26 GPM 1,40 SEE DETAIL J, SHEET L12.2 BACKFLOW: 11/2' @ 26 GPM 12,0 RAIN MASTER RFS -1000 RAIN SENSOR WILL WIRELESS CONNECTION MASTER VALVE I V2 @ 26 GPM 0.75 FLOW SENSOR V, @ 26 GPM 3.50 APPROVED SCHL 40 PVC MAINLINE, SIZE AS SHOWN, MIN, COVER 18' BALL VALVE(S�: 110 @ 26GPM 0.20 MAINLINE (SCH 40): 11/21 73 LF. @ 26 GPM 1.30 APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN, MIN. COVER 12' AUTOMATIC VALVE SIZE 1 1J?` @ 26 GPM 3.90 LATERAL LINE SIZE 1 IJ?I 39 LF, @ 26GPM 0,49 ------ APPROVED SCH, 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS 1114- 12 LF, @ 26 GPM og OTHERWISE NOTED 34' 37 L.E. @ 26GPM 0.34 APPROVED SCH. 40 PVC WIRE SLEEVE, SIZE AS REQUIRED, UNLESS OTHERWISE NOTED NOTES: IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 53,90 1 , CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO FITTING LOSSES (10% OF SUBTOTAU: 5,39 PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH As ELEVATION LOSSES/GAINS (ELEV, x.433) 0.00 POSSIBLE. SEE DETAIL - SHEET L--. TOTAL SYSTEM LOSSES 59,29 2. DOT ADJACENT TO SYMBOL INDICATES NOZZLE INSTALLED ON BANDIED PA -80 SHRUB ADAPTOR PER AVAILABLE PRESSURE (LOW): 85 DETAIL, SHEET L- . ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6" POP -UPS. USE REGULATED PRESSURE 75 RAINBIRD 1806 BODIES, I-) DEFICIT OR (+) RESIDUAL PRESSURE: 15.71 3. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY His WORK. *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF PSI. CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINESISPRINKLER HEADS & CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY. EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION GRADING 5 c"), ICITY OF MOORPARK PERMIT NO. PARKSITE AT 161 SECOND STREET C SHEET M m 0 CORPARK, ICA 7 11 OF OF PARK AND RECREATION ENGINEERING PROJECT NO. SHEET NAME DRAWING NO. COMMUNITY SERVICES DEPARTMENT L-2.1 IRRIGATION 1 Tj PLAN LANDSCAPE CONTRACTOR TO PROVIDE A VANDAL RESISTANT STRONGBOX ENCLOSURE BACKALOW PREVENTER(825YA) ASSEMBLY TOP VIEW PAINTED GREEN. CONTRACTOR TO SIZE AS NECESSARY AND r - - - - - - - -- T I WHITE I BLUE SNAPETITE WATERPROOF VERIFY PRIOR TO ORDERING, BALL VALVE (2) PLACES V IN LAWN AREAS CONNECTOR OR EQUAL 1 2 BRASS UNION 3" IN PLANT BEDS 10 IRRIGATION CONTROLLER IT" IN LAWN AREAS CLOSE NIPPLE FILL IG TAIL EXPANSION R��_ 6" THICK x 18" WIDE BLACK BLUE LOOP (MIN. 241' LONG) BRASS WYE STRAINEFF� C1­11FE PAD (LENGTH VARIES PER SIZEIMANUFACTURER) PLASTIC VALVE BOX (CARSON OR WHITE WITH 100 MESH MONEL SCREEN SLOPE TO DRAIN AT MINIMUM 2% EQUAL) WITH PLASTIC INTEGRATED (COMMON) *1` IN LAWN AREAS :a PVC SLEEVE LOCKING LID. 1" IN3TEUDRF AREAS Affp---. 2" IN PLANT BEDS 4� REQUIRED FOR PIPE THROUGH 5 3 2" ABOVE IN PLANT 1 ABOVE GROUND FINISH GRAD CONCRETE PAD RED LACK do RRK 90% COMPACTION 1IT\ FLO PIG TAIL EXPANSION SECTION VIEW LY F REQUIRED -7z771 LOOP (MIN. 24" LOIXI CAR Go p, 0 AS >< PASS NIPPLE - TYPICAL U 1 " PVC CONDUIT TO WIR D EAD ES for CONTROLLER __04 A�� PEDESTAL MASTER CONTROL he SCH 80 PVC MALE ADAPTOR VALVE Ne ED WIVE R T X is. --UNE TO SYSTEMS F!F DIAMETER AME LEGEND: SIZE AS FL W METER SIZ LEGEND: FROM WATER SOURCE TO METER Y (�) 1 ROUND CONCRETE VALVE BOX & LOCKING COVER MARKED "PRESSURE REGULATOR", DIAMETER SAM SIZE AS INIMUM DISTANCE UPSTREAM OF FLOW METER SliE (:1) 10" ROUND PLASTIC VALVE BOX & COVER MARKED �'IRRIGATION BALLH. RASS ELBOW TYPICAL (2) PLACES 02 FINISH GRADE. UNINTERRUPTED PIPE (1 OX DIAMETER FINISH GRADE. OF FLOW METER SIZE) NOTES; (3') PRESSURE REGULATOR. SEE IRRIGATION LEGEND FOR Mi INIMUM DISTANCE DOWNSTREAM OF BALL VALVE - SEE IRRIGATION LEGEND FOR MODEL#. 1 , INSTALL PER LOCAL CODES. 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE (5X DIAMETER 3/4"WASHED CRUISED AGGREGATE BASE. 3, WHEN UNIT IS NEXT TO A STRUCTURE (I.E. WALLT BUILDING. ETC,) MOUNT TEST COCKS ON OPEN OR PIPE TO BALL VALVE AND MASTER VALVE. OF FLOW METER SIZE) NON -STRUCTURE SIDE. NOTE: -WATERPROOF ALL WIRE CONNECTIONS. (:E) SCH. 80 PVC UNION 4. ORIENT UNIT PARALLEL TO STREET, PIPE BACKFLOW PREVENTER - MASTER VALVE—AND FLOW SENSOR SHALL USE 1 it SCH.80 HEAVY NOTE: 5, SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE, 6, DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS. 06 314" WASHED CRUSHED AGGREGATE BASE. DUTY PVC (GRAY) FOR ELECTRICAL CONDUIT TO CONTROLLER 60 SCH. 80 PVC MALE ADAPTORS. I PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. BACKFLOW PREVENTER (825YA) PRESSURE REGULATOR FLOW METER MASTER VALVE BALL VALVE SCALE: N.T.S. SCALE: N.T.S. LEGEND: SCALE: N.T.S. SCALE: N.T.S. 1 FINISH GRADE UTILITY MARKING TAPE TRENCHING NOTES: 0) ELECTRIC CONTROL VALVE. ATGRADEINTURF 6" MIN LEGEND: 3" IN SHRUB BED 18" MAX REQUIREE 1, BELOW PAVED AREAS A MINIMUM U2 14 x 19 RECTANGULAR VALVE BOX w/ PLASTIC VALVE BOX -6 H�MJN_ OF 611 LAYER OF CLEAN EARTH I n15 ro� BOLT -DOWN COVER. HEAT BRAND VALVE W/ GREEN LOCKING Z�i SHALL BE INSTALLED ABOVE AND BELOW PIPING. STATION NO. ON LID IN 2" HIGH CHARACTERS. IT T T - ------------------- COVER, ETCHED i (CARSON OR 2 PROVIDE MINIMUM COVER OF WV ON PRESSURE SUPPLY LINES 3" - 2" CLEAR SPACE. EQUAL). NON -PRE E BEDS LATERAL 'L 'IN'E' V, I I AND LARGER. 04 FINISH GRADE. FINISH GRADE, CL,JEANBACK B C 'ILL 3, WHEN USING RECLAIMED WATER, MAINTAIN MINIMUM 10i HORIZONTAL QUICK COUPLING 2 Do E , A _NGN 90% COM _ P, C/ SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. 05 SCH, 80 UNION PVC 0 VALVEwILOCKING 2 GO T OL gra, E MIN, T �01CLEAI EARTH CONTRO E WHERE LINES CROSS, PROVIDE PVC PVC PIPE TO SPRINKLERS -ANGLE PIPE PLAN LEGEND: RUBBER CAP PER 2 IRR. LEGEND. SLEEVE FOR POTABLE LINE MINIMUM EEACH SIDE OF RECLAIMED TO SPECIFIED DEPTH w/ 450 ELLS. 12 ED 6" POP-UP SPRAY HEAD PER IRRIGATION - WATER LINE. 07 COMMON BRICK (4) REQUIRED. LEGEND. 04 STAINLESS STEEL �2 4, BUNDLE WIRES WITH TAPE EVERY I W. 10 COMMON WIRE TO OTHER VALVES ON 4 02 FINISH GRADE. SCREW CLAMP, MIN. . ....... (3) PLACES. ..... . SAME CONTROLLER. PVC SCH. 80 NIPPLE, 4" MIN, LENGTH. 'Do"C// 3/4" WASHED 6 09 3/4" CRUSHED ROCK, 8" DEEP. CRUSHED AIL F r4 PVC TxT 90' ELL. AGGREGATE BASE. CLEAN BACKFILL - SEE SPECS SLEEVING NOTES 10 CONTROLADOMMON WIRES FROM CONTROLLER. 7i 05 LATERAL LINE PIPE AND FITTING. 06 SPEARS SCH. 80 FOR MATERIAL 90% COMPACTION HARDSCAPING (SEE NOTE Yh REQUIRED 1, ALL SLEEVES TO BE SON, 40 PAD, 7 9 /6) 166 07 1 03 (�j) PVC SCH. 40 PIPE (TYP). MARLEX 90' STREET ELL. 7 T7�)� PRE -MANUFACTURE D SWING JOINT L�j 6 RISER ASSEMBLY. to z 2, EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. (�:2) PVC SXS 90' ELL. 07 PVC SCH, 80 NIPPLE, 6" LONG, PRESSURE SUPPLY 8 7 6 2F PROVIDE 6" MIN, OF SAND 3, ROUTE SHELVING AROUND HANDICAP WIRE CONNECTOR. V IN TURF AREAS 3" IN SHRUB BEDS LINE FITTING. BEDDING AND SHAGGING RAMPS. NOTE: (D4 MAINLINE FITTING W/ SOLVENT. WELD NOTE: 08 PRESSURE SUPPLY NOTE: NON -PRESSURE LATERAL- LINE SLEEVE - SIZE TWICE 4L PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY USE TEFLON TAPE OR TEFLON PIPE DOPE ON OUTLET. ALL PVC TO PVC OR METAL TO PVC MALE PIPE USE TEFLON TAPE OR TEFLON PIPE DOPE ON LINE. PLACE AGGREGATE PRIOR TO DIAMETER OF NOPH PRESSURE LATERAL LINE STD, (24" MIN TO 36" MAX. DEPTH TO TOP OF PIPE BELOW STRUCTURAL THREADS. 105 COIL WIRES PER SECIFICATIONS. ALL PVC -TO -PVC, OR METAL-TOPVC MALE PIPE THREADS. (9D #4 REBAR STAKE INSTALLATION OF VALVE BOX. (24" LONG). PRESSURE SUPPLY LINE SLEEVE - CONTROL WIRE SLEEVE - SECTION), SIZE TWICE DIAMETER OF SIZE PER PLAN, INSTALL ADJACENT TO PRESSURE YELLOW PLASTIC CHRISTY VALVE I.D. TAG AND RECLAIMED WATER TAG INSTALL SPRAY HEADS AT MINUMUM 24" CLEAR 100 STRUCTURE, OR PRESSURE SUPPLY LINE SUPPLY LINE. OF NON -PERMEABLE PAVING. ADJACENT PAVING. RENCHING / SLEEVING REMOTE CONTROL VALVE W 6" POP-UP SPRAY HEAD %P QUICK COUPLER ALE: N.T.S. LEGEND: SCALE: N.T.S. wr SCALE: N.T.S. SCALE: N.T.S LATERAL 4 -INCH GRATE(INCLUDED) TOP ENTRY ENCLOSURE STRONG BOX MODEL NO LEGEND: BUBBLER: HANDED 0.25 GPM PER LEGEND TREES DOME ANTENNA SB FS SERIES PONT LOCATED OUTSIDE OF BOX INSTALLATIONSUCAT ON CALSENSE CONTROLLER NYCITYREPRESENTAI ,, Iqli%ffl�) BE PLANS DRIP EMITTER (SEE Landscape Water Use Calculations BUBBLIER—F*7 —BUBBLER (INCLUDED) 03 VERIFY DIRECTION PRIOR TO MOUNTING ANTENNA COASALCASCE CALSENCE TP110 - -------------- CALSENSE HARNESS IRRIGATION LEGEND FOR MODEL NUMBER Project Information Total square footage of Landscape Area Facludin, Special Landscape Area) _A=r­__9_323_1 Total footage Special Lande,ospeAres SLAq:1 ROOT ZONE WATERING SYSTEM PZWS): 120 VOLT DUPLEX OUTLET CNGH, CALSENSE TP 140 AND QUANTITY) square of 3,769 Apt Error ... .. F Fm ­I 11 ROOT BALL TREE RAINBIRD RWS-M-B-C-1401 NON SWITCHED, TO BE FLACED BOARD REGARDLESS INCLUDES 1401 BUBBLER PER LEGEND WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE ENCLOSURE FLEXIBLE RISER Maximum Annual Water Allocation MAVIA) WITH RISER, CHECK VALVE, SWING ASSEMBLY, 1/2" MALE NPT INLET, No OPEN ELECTRICAL WIRING SHALL BE IN CONTROLLER 6 1 (2) PVC SCH. 40 TEE. AND BASKET CANISTER) MOUNT ARE, IT CMMON/CONTROL WIRES 6 THICK CONCRETE MAWA= ..... 324___FLfl, 40 FINISH GRADE CHECK VALVE INCLUDED) FICALTINGINSTALLA IN T OFF ABOVE GRADEMAND �: -TJ7 SLOPE TOP TO DRAIN AT 72-91ANIMUMOF21 r So 04 PVC SCH. 40 ELL Estimated Applied Water Use (EAW1U) EAVVU is calculated using the folloading formula: (Etc) (.62) NPFxHA1IEU+ SLAI/748 -111-111-11 PVC LATERAL PIPE 074 Hydraulics 9 1: Loss, Shrubs, Precision Spray PZG FdBtA, PFV� 0,2, 06 OPTIONAL PEA GRAVEL OR RVIS SAND SOCK PWSUSOCK) FOR SANDY SOILS TISCH MCONDUITFOR 11, 11 �H 1 I-TIFL !it- COMMOUCONTROLWEEA 120 VOLTAIRE IN RIGID STEEL 90 -SWEEP ELL 1 , `�) 06�) FINISH GRADE TT HA square inner, of hydoza a hydroVere irrigation 075 #1 EXXON Fy, CONDUIT�PER LOCAL CODE) CUP) Phydromme 9 2: M.d. Shrubs Precision a,., a I F a old, RE= 07 1/2 -INCH PVC SCH 80 NIPPLE (INCLUDED) TOMETE ENCLOSURE ALL CONNECTIONS SHALL BE WATER TIGHT 8 GROUND ROD (�7 PLANT ROOT BALL HAI "Re"Voici in Irldson, , sc,-, F, 112 -INCH 90 -DEGREE ELBOW (INCLUDED) TYPE'CONNECTIONS PLANTING PIT. AbImmi GO EAVALI = E�qd I yr� 7) 8) 12 -INCH SWING ASSEMBLY ENCLOSURE MOUNT NOTES I INSTALL CONTROLLER PER MFG PRINTED INSTRUCTIONS ADD PER LOCAL CODES LOCATION 3 7 FLUSH VALVE. HYdUAqoob#3LTurESLA ProdisdoeSpray hurt Factor PF ­ Sam footage of YUJRU,�P���PA X07A911 9) (INCLUDED) TO BE APPROVED IN FIELD BY THE CRY INSPECTOR PRIORTO CONSTRUCTION hydrodone irr" ton CA— A, 1/2 -INCH MALE NPT INLET (INCLUDED) 2 CONTROL [HE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN SEQUENCE OF REMOTE CONTROLWALVES a RUN FOUR EXTRA WIRES (COLOR 01 TO FARTHEST POP ON EACH BRANCH OF THE SECTION J0` #3 RADIO a - PVC SCH 40 TEE OR EL MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE 4 COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR trydrecome, IT k Tree Root Watering System Plant For-, PF HA "Haps frami hydocore _1 I'd 5 NO SPLICER SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROLVALVES 6 PLUS DOME ANTENNA PORTTO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO 1FXP=, hydcdPr,,r,mdTXfl -U Pa 12 LATERAL PIPE LOCAL RADIO HO SYSTEM TO BE OPERABLE TOTHE CHYSARDS CENTRALCOMPUTER SYSTEM PRIOR TO ACCEPTANCE #3 EADJU - 3 poll, 103 4FINCH BASKET WEAVE CANISTER (INCLUDED) 7 ALL ALECTO CAL DEVICES SHALL BE GROUNDED PER LOCAL CODE 8 CONTROLLER SHALL NOT BE CONTROLLED BY Ed OUTLET. IT ISTO BE WIRED HOT Hydrappose # 5: Vine Bubbler Ari Fee-, P, H �() 1 12 11 10 NOTES: A INSTALL RECYCLED WATER DECAL CHICELYS PART NO 04101 x3l,'XIONCALSENSE CONTROUTER BOX 10 tF METER AND CONTROLLER ARE TO BE INSTALLED IN CLOSE PROXIMITY USE ME MPS BASE ENCLOSURE THOU CALSENSE % A .... do ALL, � �1. A hydoomr,nn'trim AN 93 EAVAJ I, yr SUPPLEMENTAL TREE IRRIGATION: (1) DEEP WELL SYSTEM FOR 5 GALLON TREES. (2� DEEP WELL SYSTEMS 11 ALL CONTROLLER CABINET SHALL BE PRE ASSEMBLED TESTED AND INSPECTED IN THE FIELD EYCALSENSE sei SEE SECTION FOR INSTALLATION OF Total SAM 282 of Itar 12 IF TWO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE WIDE STRONGBOX ENCLOSURE FOR 15 GALLON TREES, 24" BOX TREES AND LARGER. MODEL A SSE D R PLAN DRIP EMITTER WITH MAWA-EAWU= Vdl,, FLEXIBLE RISER RWS BUBBLERS TO TREE CONTROLLER POINT TO POINT DRIP IRRIGATION WATER BUDGET CALCULATIONS SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NI DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES GRADING 6 EsCAkiI R, UP, ARCHITERRA desig n group CITY OF MOORPARK PERMIT NO. PARKSITE AT 161 SECOND STREET SHEET 11 6 DRAWN BY 5 4 andxoper architecture and art TDG PARK AND RECREATION DIRECTOR DATE MOORPARK, CA OF 3 10221 -A Trademark Street CHECKED BY ENGINEERING REVIEWED BY: PARK AND RECREATION ENGINEERING 2 Rancho Cucamonga, CA 91730 (909) 484-2800 PROJECT NO. SHEET NAME DRAWING NO. APPROVED BY� 1 Fax (909) 484-2802 COMMUNITY SERVICES DEPARTMENT L-2.2 IRRIGATION DETAILS DESCRIPTION OF REVISION RUCE, APPID DATE DAVID KLOTZLE, RE EXP. DATE DATE Monthly Evapotranspiration Rate RUN TIME FORMULA =2*(60*E.T.)/(P.R.*28 DAYS)*K.I.*(l /I.E.) 1, The plant establishment water schedules are shown for guideline use only and are to be modified according to plant needs and as the weather changes. 2, It is based on the mothly evapotranspiration rates for City of Moorpark, CA. CONTROLLER WATER SCHIEDULE,- PLANT ESTABLISHMEw"FERIop ......................................................... CONTROLLER WATER SCHEDULE - ES LISHEID LANDSCAPE, AVERAGE DAILY RUN TIMES (MINUTES) AVERAGEDAIL RUN TIMES (MINUTES) Total Total Plant TinalAnnual Valve Annual Valve Area Plant TotalAnnual Valve Annual ValveArea Valve Equipment LE, Material K1 RR. Jan Feb Mar Apr May June July Aug Sep Oct Nov Doc Valve Minutes GAM. Gallons SqFFt. Valve Equipment I.E. Material K.I. A R. Jan Feb Mar Apr May June July Aug Sep Oct Nov Dec Valve Minutes G.RM. Gallons Sq�Ft. 1 Precision O�75 Turf 0.90 O�22 52 61 80 106 127 138 157 150 127 91 61 47 1 33,479 4 133,916 1,756 -1 Precision 0.75 Turf 0.90 0,22 26 30 40 53 63 69 79 75 63 46 30 23 6739 4 r 66 958 756 2 Precision 0,75 Turf 0.90 0,11 101 119 156 206 247 270 307 293 247 179 119 92 2 65,433 2 130r865 1,716 2 Precision 0.75 Turf 0,90 0.11 50 60 78 103 124 135 154 147 124 8T -�O 6 2 r 327 6 2 T-- 5433 --T 7 6 3 Precision 0,75 Turf 0.90 0,97 12 14 18 24 29 31 35 34 29 21 14 11 3 7,550 3 22,650 297 3 Precision 0,75 Turf 0,90 097 6 7 9 12 14 16 18 17 14 10 7 5 3 3,775 3 11,325 297 4 Precision 0,75 Shrubs - Low 0.20 0,47 5 6 8 11 13 14 16 15 13 9 6 5 4 3,436 4 13,744 811 4 Precision 0,75 Shrubs - Low 0.20 0,47 3 3 4 5 6 7 8 8 6 5 3 2 4-F 1,718 4 6�872 811 5 Bubbler egg Vine - Mod 0.40 16.28 0 0 0 1 1 1 1 1 1 0 0 0 5 167 12 2,005 71 5 Bubbler 0,90 Vine - Mod 0.40 16�28 0 0 0 0 0 0 0 0 0 0 0 0 5 '84 12 1,003 71 6 RWS OAD Tree - Mod 0.40 T60 1 1 1 1 1 1 2 2 1 1 1 1 6 358 6 2,147 76 6 RWS 0,90 Tree - Mod 0.40 7,60 0 0 0 1 1 1 1 1 1 0 0 0 6 179 6 1.073 76 7 Precision 1 015 1 Shrubs - Mod 1 0.401 117 3 3 1 4 6 1 7 1 8 1 9 8 1 7 1 5 1 3 3 1 7 1,849 1 9 16,642 1 491 7 Precision 0.75 Shrubs - Mod 0.40 1�77 1 2 2 3 3 4 4 4 3 1 3 1 2 1 7 925 9 8.321 491 a Precision 075 Shrubs - Low 0,20 1 �91 1 2 1 2 3 3 1 4 1 4 4 3 1 2 1 2 1 8 853 12 10,236 604 8 Precision 0,75 Shrubs - Low 0.20 1,91 1 1 1 1 2 2 2 2 2 1 1 1 8 427 12 5A18 604 9 Precision 1 0.75 Sdr;U�2L- 0, 0 1.60 2 2 2 3 4 4 5 5 4 3 2 1 9 1,019 9 9.168 541 9 Precision 0,75 Shrubs - Low 0.20 1�60 1 1 1 2 2 2 2 2 2 1 1 1 9 509 9 4 �584 541 ;Low 10 RWS 1 0.90 7.70 1 a 1 1 1 1 1 2 2 1 1 1 5 10 353 8 2,825 100 10 RWS 0,90 Tree - Low 0.40 7,70 0 0 0 1 1 1 1 1 1 0 0 0 10 '177 8 1,412 100 11 Precision 1 0,75 Shrubs - Mod 1 0,501 1 06 6 7 9 12 15 16 18 17 15 1 11 7 5 11 3,848 6 23,090 545 11 Precision 0,75 Shrubs - Mod 0.50 1.06 3 4 5 6 7 8 9 9 7 5 4 3 --T1- 7--1,924 _6 "T 545 545 12 Pre '8'0c 0 7-9 Shrubs - Low 1 0.201 139 2 at �10, 2 3 4 4 5 5 5 4 1 3 2 2 12 1,170 15 17,557 1,036 12 Precision 0,75 Shrubs - Low O�20 1,39 1 1 1 2 2 2 3 3 2 2 1 -1 -2 F 585 5 �8 779 036 13 Preicarcri 7 5 Shrubs - Mod 1 0.201 1�20 2 5 2 3 4 5 6 6 6 2 2 13 1,355 16 21,675 1,279 13 Precision 0.75 Shrubs - Mod 0,20 1.20 1 1 2 2 3 3 3 3 3 2 1 -1 1-3 '67 7 16 r 10,838 1,279 Monthly Evapotranspiration Rate 2.2 2.6 3.4 4.5 5.4 5.9 6.7 6.4 2.6 2.0 Totals ±E± 120,870 106 406,520 9,323 - Monthly Evapotranspiration Rate 2.2 2.6 3.4 4.5 54 5.9 6.7 6�4 5.4 19 Z6 Totals 60,435 106 N3,260 9,323 RUN TIME FORMULA =2*(60*E.T)/(P.R.*28 DAYS)*K.I.*(I/I.E.) RUN TIME FORMULA =(60*1E.T.),(P.R.�28 DAYS)*K.I.*(liI.El 51.0 Annual Evapotranspiration Rate 51.0 Annual Evapotranspiration Rate NOTE: NOTE: 1. The plant establishment water schedules are shown for guideline use only and are to be modified according to plant needs and as the weather changes. 1. The water schedules are shown for guideline use only and are to be modified accordingly as the weather changes with the assistance of a programmed smart controller. ,2. It is based on the mothly evapotranspiration rates for City of Moorpark, CA. 12. It is based on the monly evapotranspiration rates for City of Moorpark, CA. CONTROLLER WATER SCHEDULE - ESTABLISHED LANDSCAPE AVERAGE DAILY RUN TIMES (MINUTES) Total Plant TatalAnnual Valve Annual ValveArea Erif 3eNI 'n TAdEER tHAR Feb Mar Apr May June July Aug Sep Oct Nov Dec Valve Minutes G.PM. Gallons Sq.Ft. Awlive , SCALE: N.T.S. Monthly Evapotranspiration Rate RUN TIME FORMULA =(60-ET)/dRR.-28 DAYS)*K.L*(1d.E.) 1 . The water schedules are shown for guideline use only and are to be modified accordingly as the weather changes with the assistance of a programmed smart controller. 0 -SCALE: 0 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S 0 -SCALE: i SCALE: N.T.S. 0 SCALE: N.T.S. 0 SCALE: N.T.S DESIGNED BY PARK RECREATION AND COMMUNITY SERVICES GRADING 7 DSCAP ARCHITERIZA design group anducape architecture and planning 10221 -A Trademark Street Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 CITY OF MOORPARK PARK AND RECREATION COMMUNITY SERVICES DEPARTMENT PERMIT NO. PARKSITE AT 161 SECOND STREET MOORPARK, CA SHEET OF 6 DRAWN BY 5 PARK AND RECREATION DIRECTOR DATE 4 3 CHECKED BY ENGINEERING REVIEWED BY: ENGINEERING PROJECT NO. 2 SHEET NAME L-2.3 IRRIGATION DETAILS DRAWING NO. 1 APPROVED BY� A IL I DESCRIPTION OF REVISION R,C,E, APED DATE DAVID KUOTZLE, PE EXP. DATE DATE PLANTING LEGEND SYMBOL CALLOUT BOTANICAL NAME COMMONNAME SIZE SPACING QTY. COMMENTS TREES 0 T-1 Plateaus racemosa Western Sycamore 24" Box per plan 2 Multi -branched 0 24" Box per plan 2 Standard in turf LINEAR ROOT BARRIER NOTE: — — — — — — — — — — ALLTREES PLANTEDWITHIN 5OF ANY HARDSCAPE WILL REQUIRE 7 LINEAR ROOT BARRIERS, TO BE PLACED ALONG CURBS, WALKS, AND T-2 Queens agnpolfia Coast Live Oak 36" Box per plan 1 Standard 0 WALLS. SEE DETAIL If SHEET L-3.2. [.NC�SJAL. 24" Box per plan I Standard T-3 Cards c.'Forest Pansy Forest Pansy Harland MUCLH NOTE: > . 3 ALL PLANTER AREAS TO RECIEVE 3'THICK LAYER OF SHREDDED MULCH (100% COVERAGE)r SEE CONSTRUCTION PLAN FOR AREAS -1 DESIGNATED FOR DECOMPOSED GRANITE MULCHING. T-2 __24 3 4 -4- N T-4 Lagerstmearfa j.'Giendora White' Glendora White Crops Myrtle 24" Box per plan 2 Standard G -ALLEY ONC_ _____0___C — ----- SHRUBS LIMIT OF WORK > > -1 Leymus c. 'Canyon Prince' Giant Wild Rye I Gal, per plan S 9 V �_o S-2 Muhlenbergia capparis Pink Muhly Grass I Gal. per plan 33 A S-3 Aretostaphylos d. 'Howard McMinn' Howard McMinn Manzanillo 15 gal. per plan. 3 8-4 ActifleaMoonshine' Moonshine Yarrow I GaL 18"o.c, 88 - - - - - - - - - - - - - - - S-5 Salvia spabracee Hummingbird Sage I gal per plan 26 RH -A 0 S-6 Juncus P'Elk Blue' Elk Blue Rush 5 gal. Per plan 14 .. . . . . . . LC M LL S (of Jp S-7 Minutiae aurantiacus Bush Monkey Flower 1 Gal. 30" up. 28 - - - - - - - - - - Lc P7H S-8 Penstemon hr'Margarita HOP' Foothill Pernstemon I gal, 18" op. 49 S-9 Zauschneria 'Everetts Choice' California Fuchsia I gal. 24" oa. 25 EEI % S-10 Encefia farinosa Briblebrush 1 gal. Per plan 13 0 S S-11 Romneye p'White Cloud' White Cloud Poppy 1 gal, Per plan 5 AM U) 6 *.*�O S-12 Labelle axinore Mexican Lobelia 5 gal per plan 22 0 1 %%% 8 Of AM 0 <SB ......... ---- n 16- S-13 Salvia I.Santa Barbara' Mexican Bush Sage S _7 --------- I gal per plan. 32 - - - - - - - - - - - I �e ILL AM 6 z HE S-14 Salvia'Bee's Bliss' Bee's Bliss Sage I 24" 45 gal. o.c. % 0 'Carmel ..... S-15 Arctostaphylos e. Sur' Carmel Sur Manzanuta 1 Gal. per plan 9 ILL LL .. . . . . . T-1 T-1 0 *.* I W - - - - - - 24 1 U) S-16 Rhamnus p'Little Sur' Little Sur Coffeenerry 5 Gal per plan 22 - - - - - - - - - - - - - - - - - - - - - - AV . . . . . . . . . . . . 'j, _j H M ..... S-17 Santolina chamaecyparissus Lavender Cotton I Gal, 24" oa. 49 . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LC Dl LC S-18 Agave vilmoriniana Octopus Agave 5 Gal. per plan 11 SIB S-19 Canex chose Dune Sedge 4" Pots 12" o,c. 952 -'42T4 -2) �4 C D VINES AV-1 Parthentplasue ocusiddata Boston Ivy I GaL 10 Train to wall per plan "R TURF GC Cynodon canyon Wgreen Hybrid Bermuda Sod 3810 ft. -1 sq. RIC R H ILL LL L M( Available through Southland Sod Farms Provide amendments per soils report �H A A (805) 48&3585 specifications 4-- LIMIT OF WORK Of I It I PLANTING NOTES EXISTING 1, SHRUB LAYOUT AS SHOWN ON PLAN INDICATES "SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON -CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THE OWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUTISPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SINGLE STORY SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION, 2� CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. RESIDENCE 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT. AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. 4� REFER TO PLANTING SPECIFICATIONS FOR INSPECTIONICERTIFICATION SCHEDULE, 5� IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS. PLANT SUBSTITUTION NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO PROCURE ALL PLANT 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. (SEE MATERIAL SHOWN IN THE PLANTING LEGEND. NO SUBSTITUTIONS WILL SPECIFICATIONS). BE ACCEPTED WITHOUT WRITTEN AUTHORIZATION FROM THE 7, PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE. LANDSCAPE ARCHITECT AND CITY REPRESENTATIVE. 8. LANDSCAPE CONTRACTOR SHALL AMEND SOILS AS NOTED ON THE SOILS REPORT BY WALLACE LABORATORIES, PHOTO SUBMITTAL NOTE: 9� THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). ALL PLANT MATERIAL. INCLUDING TREES, SHRUBS, AND VINES, SHALL 10. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED BE INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT, VIA ON PLANS. AREAS DESIGNATED FOR DECOMPOSED GRANITE MULCHING ARE SHOWN ON CONSTRUCTION PLAN. PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF 11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING D PHOTOS. ANY MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS REPAIRING ANY IRRIGATION LINESISPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION ANDADR HIS SUB -CONTRACTOR. SUBJECT TO REJECTION. PHOTO SUBMITTALS SHALL BE SENT TO REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT, PLAN CROSS REFERENCES SYMBOLLEGEND LANDSCAPE ARCHITECT AND CITY REPRESENTATION A MINIMUM 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. SUBMITTALS SHOULD OF 12. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOVISTRIP OR EDGING AS INDICATED ON DRAWINGS, DIAL TOLL FREE 1-800-227-2600 FOR NOTES AND LEGENDS, SEE THIS SHEET TREES INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT 13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNERS REPRESENTATIVE. 0 F 10, 20' 40' FOR DETAILS, SEE SHEET L-1. 1 AND L-1 (FROM FINISH GRADE IN CONTAINER) AND CANOPY HEAD SIZE. 14, IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING PLAN. WHERE SOD IS TO BE INSTALLED ON A AT LEAST TWO DAYS �2 CALL -OUT LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF SCHEDULED SWALE, THE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW. CONCRETE MOW CURBS SHALL BE DEPRESSED AT SWALE LINES BEFORE YOU DIG FOR SPECIFICATIONS, SEE SHEET L-4.0 SYMBOL NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS PRIOR TO SO THAT DRAINAGE FROM PLANTERS CAN FLOW TOWARD PROPOSED CATCH BASINS. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-2.0 QUANTITY SIZE SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK FOR CORRESPONDING PLANTING PLAN SEE SHEET L-3.0 gal./dox) �INDERGRO�NDSERVI�EALERT(��SA)QF�O�JTHERNC��FORNIA SCALE I"-10' DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES GRADING 8 ARCHITERRA CITY OF MOORPARK PERMIT NO, PARKSITE AT 161 SECOND STREET SHEET 6 DRAWN BY desig n group andxcipe architecture and planning MOORPARK, CA OF PARK AND RECREATION DIRECTOR DATE 4 3 . CHECKED 10221 -A Trademark Street BY: ENGINEERING REVIEWED BY: PARK AND RECREATION ENGINEERING 2 SHEET NAME DRAWING NO. Rancho Cucamonga, CA 91730 PROJECT NO. 1 (909) 484-2800 Fax (909) 484-2802 COMMUNITY SERVICES DEPARTMENT L- 3.1 PLANTING PLAN A 1 DESCRIPTION OF REVISION I R,CR, I APED I DATE F771 a DAVID KLOTZLE, RE EXR DATE DATE LEGEND: 'CINCH TfFAS MANUFACTURED BY V.I.T. CO. SEE -s SPEC.S, NAIL TO TREE STAKE W11" GALV. ROOFING NAIL 2" DIA, X 1 OrLODGE POLE PINE TREE STAKE, (2) PER TREE. CONTAINER ROOT BALL. -A 4" BERM TO FORM DEPRESSED WATERING BASIN. V �VA 5'OR LESS I 05 PREPARED BACKFILL MIX PER SPECIFICATIONS. 5 �4 Z 7.5, 7.5'�, 7.5 TS 06 FERTILIZER TABLETS PER SPECIFICATIONS. PLAN VIEW NATIVE SOIL BACKFILL 8 PLANT PIT TWICE FOOTBALL WIDTH & 12" BELOW LY X� THE BOTTOM OF THE ROOTBALL. I\Azl A/li\ LEGEND: 09 UNDISTURBED NATIVE SOIL. 3 ISOMETRIC SECTION ot- (3� @ MULCH LAYER, SEE PLAN FOR DEPTH. - - ----- 4 I 1 10 18" DEEP LINEAR STYLE ROOT 13ARRIER AS MADE BY 3 3 CENTURY ROOT BARRIER MODEL# CP18-2 (OR + _EQUAL APPROVED EQUAL). �2 /Q1 10, ARBOR GUARD (IN TURF AREAS ONLY). LEGEND: PLACE BARRIER IN TRENCH WITH THE VERTICAL LEGEND; 10 NOTES: UNDISTURBED NATIVE SOIL RIBS FACING TOWARD THE TREE & ALIGN IN A STRAIGHT FASHION. USE HARDSCAPE EDGE AS BACK OF CURB OR EDGE OF PAVING. A GUIDE AND BACKFILL AGAINST THE BARRIERS A UNTANGLE MA17ED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER BACKFILL MIX PER SPECIFICA71ONS TO PROVIDE A CLEAN FIT. TOP OF BARRIER TO PLANTLOCATION. EXTEND TOTOP OFCURB OR WALK, OR 1" ABOVE FROM HOSE; DO NOT CRACK ROOT BALL. FERTILIZER TABLETS PER SPECIFICATIONS TOP OF MULCH LAYER OR FINISH GRADE B PLACE FERTILIZER TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES PLANT PIT TWICE ROOTBALL WIDTH & 6' BELOW THE BOTTOM OF THE ROOTBALL (WHICHEVER IS HIGHEST). NOTE: TREE TRUNK LOCATION (CANOPY SHOWN DASHED IN). C SET STAKES PERPENDICULAR TO PREVAILING WINDS TBERM TO FORM WATERING BASIN ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND CONCRETE SIDEWALK OR SLAB, FOR SPACING REQUIREMENTS. NOTE: CONCRETE CURB OR SITE WALL. PREVAILING WIND A UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF FOOTBALL WITH VERTICAL RIBS. (Di- 20 WATER FROM HOSE, DO NOT CRACK ROOT OF BALL. COMPACTED SUB -GRADE, B PLACE FERTILIZER TABS IN PLANT CONTAINER PRIOR TOPLANTING FOR OBSERVATION PURPOSES. DOUBLE STAKE TREE PLANTING SHRUB PLANTING DETAIL SHRUB G.C. SPACING LINEAR ROOT BARRIER SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NOTE: 1 12" 12' A. MAINTAIN VINE TOONE COURSE BELOW CAP. 5 Architerm, Design Group, Much 17, 2014, 2 page WALLACE LABORATORIES, LLC 365 Coral Circle El Segundo, CA 90245 3. The salt content shall be less than 10 millimho/cm @ 250 C. in a saturated paste phone (310) 615-0116 fax (310) 640-6863 extract, 4 3 4 4. Boron content of the saturated extract shall be less than 1.0 part per million. ---- --- March 17,2014 5. Silicon content (acid -insoluble ash) shall be less than 50%. LEGEND: 6. Calcium carbonate shall not be present if to be applied on alkaline soils. LEGEND: ------ ------- HARDSCAPINGMEADERBOARD ------ denson@architcuadesigngroup.com 7. Types of acceptable products are composts, manures, mushroom composts, straw, Gregg Denson, g Architerm Design Group alfalfa, peat mosses etc. low in salts, low in heavy metals, free from weed seeds, - ----- free deleterious HARDSCAPING HEADERBOARD. 3" THICK DECOMPOSED GRANITE LAYER., WATER IN AND LIGHTLY COMPACT. SEE CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. 1022 1 -A Trademark Street of pathogens and other materials. humus --- -- --- -- - - ----- __E_ ____ Rancho Cucamonga, CA 91730 8. Composted wood products are conditionally acceptable [stable must be -T SHREDDED MULCH (MEDIUM GRIND). DO NOT USE BARK CHIPS. FINISH GRADE. present]. Wood based products we not acceptable which we based on red wood or FINISH GRADE. SHOVEL CUT DEEPENED EDGE ADJACENT TO PAVING. RE: Walnut Acres Park, City of Moorpark, Site Composite 6-12" cedar. Our Sample ID 14-73-08 9. Sludge -based materials are not acceptable. 04 SHOVEL CUT DEEPENED EDGE ADJACENT TO PAVING, 10� Carbon:nitrogen ratio is less than 25: 1. 05 MULCH DEPTH PER PLANTING PLAN. Dear Gregg, 11. The compost shall be aerobic without malodorous presence of decomposition NOTES: products. NOTE: The soil is highly alkaline with a PH of 8.22. Limestone is present which induces iron 12. The maximum particle size shall be 0.5 inch, 80% or more shall pass a No. 4 SPREAD DECOMPOSED GRANITE UNDER TREES LEGEND: AND BLEND INTO EDGES. SET EDGES 1" BELOW FINISH GRADE deficiency in iron inefficient or acid -loving plants. Salinity is moderate at 1.01 screen for soil arnending. MULCH UNDER TREES AND SHRUBS, AND BLEND INTO EDGES AT OF PAVEMENTICURB. BLOCK WALL PER PLANS & SPECIFICATIONS. millimho/cm. Nitrogen, manganese and phosphorus are low. Potassium is modest. GROUNDCOVER AREAS. DO NOT COMPACT USING MECHANICAL DEVICE. RAKE LEVEL VINE PER PLANTING PLAN. REMOVE FROM NURSERY TRELLIS & TRAIN TO WALL, REMOVE NURSURY Magnesium, sulfur and the other micronutrients are sufficient. Total available sodium is Maximum total permissible pollutant concentrations in amendment in parts per WATER IN AND LIGHTLY COMPACT WITH HAND TAMP. STAKE ONCE ESTABLISHED. PLANT PER SHRUB PLANTING DETAIL. moderately high. SAR (sodium adsorption ratio) is 3.9. million on a dry weight basis: MULCH LAYER PER PLANS & SPECIFICATIONS. Recommendations arsenic 20 copper 150 selenium 50 MULCH G. MULCH VINE ON BLOCK WALL cadmium 15 lead 200 silver 10 General soil preparation on a square foot basis. Broadcast the following materials chromium 300 mercury 10 vanadium 500 uniformly. The rates we per 1,000 square feet. Incorporate them homogeneously 6 inches cobalt 50 molybdenum 20 zinc 300 SCALE: N.T.S. ALE: N.T.S. SCALE: N.T.S. deep: nickel 100 Potassium sulfate (0-0-50) - 8 pounds Irrigate deeply initially and lower the PH to less than 8.0 and reduce the SAR to less than Triple superphosphate (0-45-0) - 4 pounds 3.0. Afterwards apply ammonium sulfate (21-0-0) at 5 pounds per 1,000 square feet. agricultural gypsum - 40 pounds Spray irrigation or hand watering may be needed to leach the soil and to move fertilizers Organic soil amendment - about 3 cubic yards, sufficient for 3% to 5% soil organic into the soil. matter on a dry weight basis For site maintenance, apply ammonium sulfate (21-0-0) at 5 pounds per 1,000 square feet For the preparation on a volume basis, homogeneously blend the following materials into about once per quarter. Monitor the site with periodic soil testing. Adjust the fertility clean soil. Rates are expressed per cubic yard: program as needed. Correct iron deficiency if it develops with Becker Undenwood Sprint 138 Fe or other FeEDDHA chelated iron. Potassium sulfate (0-0-50) - 1/3 pound Triple superphosphate (0-45-0) - 1/4 pound Sincerely, agricultural gypsum - 2 pounds Organic soil amendment - about 15% by volume, sufficient for 3% to 5% soil organic matter on a dry weight basis Guru A. Wallace, Ph. D. Organic soil amendment: GAW:n 1. Humus material shall have an acid -soluble ash content of no less than 6% and no more than 20%. Organic matter shall be at least 50% on a dry weight basis. 2. The PH of the material shall be between 6 and 7.5. Soil Analyses Plant Analyses Water Analyses Soil Analyses Plant Analyses Water Analyses SOILS REPORT RECOMMENDATIONS SCALE: CALE: SCALE: SCALE: DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES GRADING 9 ARCHITERRA CITY OF MOORPARK PERMIT NO, PARKSITE AT 161 SECOND STREET SHEET 6 desig DRAWN BY 5 PARK AND RECREATION DIRECTOR DATE n group andxurpe architecture and planning MOORPARK, CA OF 4 3 10221 -A Trademark Street CHECKED BY ENGINEERING REVIEWED BY: PARK AND RECREATION ENGINEERING 2 Rancho Cucamonga, CA 91730 (909) 484-2800 PROJECT NO. SHEET NAME DRAWING NO. 1 Fax (909) 484-2802 COMMUNITY SERVICES DEPARTMENT L-3.2 PLANTING DETAILS DESCRIPTION OF REVISION R,C,E, APP'D DATE F771 a DAVID KLOTZLE, RE EXP. DATE DATE 1-3 CONCRETE CONCRETE UNIT MASONRY 4.07 WORKMANSHIP 4.02 WORKMANSHIP AND APPLICATION PART I - SCOPE OF WORK PART SCOPE OF A Pr���rveu�cb�tru�tm�rbc�ln�t�nurtyof��il,t�be�ll�d A, Cray, III mfird, her be d.. by Wded ad experienced expanded banking ,do, the ad ....... of a I - WORK comp mems, to present [Ask,,, Afghan capable f�Tm� Ad summer N.11 be of In. hell corty and to the preal Warren of In. 1.01 WORK INCLUDED musical Ambient All impardle hral be .. fid in conceded, with the manufacturers' direct and 1.01 WORK INCLUDED A fordiand page of masonry me"m prohibited where whole ardifin can be Was Chrokingermandearth materials shall be therned only in rural who the mandfirecomirly mordflAftew Work Includes, but is not defind to the combat Found Jober and materials, spoidears, torld equiber fai fragments will act ing Indeed Provide special rafte as necessary to farm evil and hroda gaimmumadd, add decades necessary for Install,, In Ant Park coul .... befifter I, the droyaNd ,,it agarydaust, 8 Preparation All material shol be evenly booded. Tolled ar game fround on K Gore rues c I bagging and tee including but not 1 dited in Fort III labor mi at ment makedi thapprestaft an, add perform all postal necessary and incidental for me Paper A Do not credit any per of any masonry wall mom man 6 Not higher than adjoining patterns framprompa fidge,lops8rdbrummorks N��a���al�b�8ppli�du��[�nyp�viosly�ppl��d�8�t8v8 candit", add armindfifted, If Of .... Ift, I'll ran ...... ... Order. In the Did ..... , ed S,allfl.Iall firldrom, bar It limited thafterghly dried Sand surfaces between coats as necessary to produce a smooth fifich A Frompar ad as, fit addrarrI, If bell, ad Iran. to me fordeves, workdam, D Where absolutely hadder, for banker purposes to ifflor, off conclusions runs of masonry Arm a only by ranking tack one belf unit congst in each course nearby, fibeft not be berrififted c Appireftedift shand be as fabork, B f wr dermi by other food,, which no to be arval andraft. A founsurd (Stu=M wasexcupecabled E At openow far dred, plains add conduit bout into masonry wails of to farm overall fies wer, aboddighme 1 Point Talk .,is to main .1, M of little, - Nor to be arrested by Owns, C Concrete mow Ader dancing, owned in place walls other Sarawak feelings, pan, and done for add. 8 Wait, (Stllc.d hard pTaboway, mrser, dropped proader, dem, art, where applicable F AII ,mNI ,if, to maintain sainfiffiler findutal cut area 2 Porous Two chand one beat shop applied 3nd one cast to aft,find C Mae,,, commands (StTnyd what, Amadbid) PART- 2 GENERAL A get units amed ll Loch and priced in dide 3 Unless aftimpirs, produced all prosed add primers shall to arrayed or Tolled an saft, 1.02 RELATED WORK 4.08 JOINTS AND COURSING - EXPOSED MASONRY D Finished Product Compand carried deffiro, mall Later, of Hundred oftheng, peeling wi record of ohni .... t A, specified began A ormemelf,mid placing offifor cost and the ands, of If surfaced shall remain free from frodar bad uniform in crear 2.1 INSPECTION OF SITE A drum Raked as exposed masonry and rush with gPc�d ansaway, tooled with third a Compete placement A Bond Cuban. fingfift, bond ,I... 4.03 CLEANUP AND CLEANING Examine related work and surfaces Wore Carl work in lots motion Rampin to due Landscape Architect in writing Me diddeftner C Six'. "flusidn' Bral no the work in this desion suffircut reporting unsuitable TondIWnA it the C Junto Otherwise L,,d,.,A,�h�t�,t.n,t,t,t�,.,I�n.�t,,t�.,ditionsbyth�Contrador My refficadmirderval uppor Senescent PART2-GENER4L A thenfiChophyped upon completion ef the pardfing work, Contractor fifirl remove from, me preciend add thi��rkcau��by�n��itable��witi�n��hail�dcneatn�addiWnal��atto�ner D Keep all areas ton grouted fee from mortar so that grout will contact foundation, depteramillyzinsdargandeckgrad, abiquaral firmar, dayeard and offer hands rommom, from 2.01 PERMITS I INSPECTIONS Caftroduchpayfififis 2.2 PROTECTION OF EXISTING CONDITIONS E Downtrodden �paTts mortar, pressing excess mortar out of but rather than draggifix, it art PART5- WARRANTIES Ohio . ..... I,, On, Brefled, & Safety Formal F Rake al whort am consent den of WhIfir, point and than tool whdAdpi Shmerld spurred he ...... ad, this Conflubbei added damage to its original redeem or diften and install equal priphappedi at his 2.02 APPLICABLE STANDARDS Ina�diti�ntoman�facWmr�guamnto�oroi�nl�oK at work shoul ad warranted for ad fear from the date of Final A�plano man assume to the catfIel.,, cy the fircer, A Buffer warld in had J Feard Ads fifin Headed equal to in. mal at no I and been coal tightly a that again fit details n materials and andemar by Contractor Womanly shall also never repair of damage do any pan If for pOmr�I Is, bond, NO to both ,it, annifift, from defects in beftemew add handsome todre ot,fift,fir, If the Carter 2.4 COORDINATION My reference to the �Sfiftfial Mqfidwnd ' ANTIM zi manuals shall clean me multilateral editions A Standard Sisonfirefir Standard it ft Stan If Cofififte, Brear ad Trompardtaft I Pu ymm Word Arm face of block to at least drum of in. naft END OF SECTION A Connecticut Off Site WhAfter and rudifthe with wher becomes to enable tire wer, to proceed ad Today air a, depend . .. . ad, I do Alan,, DOaad�,,,fT,�n,ab. CALTRANS H of [later, cappag dairy and b�tng plains in a full Md of manum A Work sky"ther Tromme, Coordinate with General Contractor items of other trades to be firriftered and get In 8 Standard, I Control difte per to ad detailed Apply content, whard .,,,ad I, ,moo .,in ps... and ildearififte, TUBULAR STEEL place Such perame of their work as all or in ped embedded built in attached to or supper by to work 1 ASTIM 4.09 GROUTING Shall ad expect by them In comen time that progress once work in TO delayed My feel padmin, PART I SCOPE OF WORK made hubjewirli comply wild aid Purimpon rea be done at the Conlrydrod, expense 2 Am Am C ... Its libeflued but of Concrete Practice 2SAPPROVAL A FTIN all down, car a rental reinforcing steel vaidi, with grant At ymj par And grout one half me 2.03 INSPECTION OF SITE ders, he"Ift fiverew to, of laid vdvm' .at" 1.01 WORK INCLUDED Whatever &ad forms appown appril broppmed' or, ,ad,, the Stieffifted.. der, did, Npral if rho Landscape Examine mlated mikado surfaces before s%bing which the Spanish ... Grade A Keep assim, didur air If or norm, Tax form real ,,, floyme ondfog A, Furnish and metal tubular steel per plans deamifis add spopfiversond Architect me Owner k Representative or their Add primmantrativer, of in wrififir, which will prevent the Ruder PFGaS[Tc of this work Beg TIN the, walk in this Sorcycon wftut mpi on version conditions to the C Pridd, hout a, oband, in piece 2.6 SUBMITTALS Landscape Architect maratitund acceptance spi mmj be the operates Personified sumbrof motor, trubm,,damy of a,, 1.02 RELATED WORK IN OTHER SECTIONS walk ... ad b, mul Od,t,en, small be d an . A I no soon ... I Test ',a D Such bell, ON mahnotbrortaidn lap bi place we that them a A nommum If I ,all of ands became At mat 10 day, star Award of barred, Contractor aml ment for opprevol injury andfor nothadeflumbi latest wood auto and 2.04 PROTECTION OF EXISTING CONDITIONS At add masonry bit ,,[a,, nine-,. fil The freffide,cour of ... I ... led work are backed I kind, reandes If M... Special specifications of the following prior to Ifix,rom no wark App,�ao �mplec shelf be standards for completing work E Set Nown traders land beftle necessary for attachment of kbdApdwp Work must be hundred A place print W A Weld, A ON2ftz2i meold for ded"my, of�InrItE finish and chil witiNjobothe (phydreaffiefift int Turner with al did Aml I He dal and ancrudger, mainframe fis dessfit . ... to, it, .city,, Should damage be Incurred gas Costraffiror shall repair damage to its original covdifienT, afterAnd istrof equal replacement at his "All"I's; PARTS GENERAL own boards, to the real If the Came 410 POI all N G AN D CLEAN I NO B Core complex for royal jecift compounds 2.01 QUALITY ASSURANCE A Ali submittal data snail The covers in a ample nankeen to the Landscape An heart wy 15 days end. - accord 2.05 COORDINATION A gramadmady-froal train disposed surfaces surplus anchor grout formed appeal and stated If the GarowfiCkatriont cNion, Tin.,. l,plA,� being Land ... ps Machine NorroOdaysid, Carmadming, Hope ... Way, A B� Deflossi Pone notes or daemon =rise john, in expanded readepar, No Put out add repart Dealt A, Orchinted, 2.7 SUBSTITUTIONS and as fifficantly AT on ... bid joints Replace chipped or broken matioung ones I Perf�m shop heading an the premises of a fabricator licensed b, the City Bundfing aid Safety B Word wil Train, (Careful with Ganda Contractor items of after trades t be furnished and hot in C Staining and excess anchor Protect Wedged masonry al grout evening Wheramentldhourprods, Sherfid ... Ruth If occur catch old der, Department A Standards Steel reference to manufacturers named and prodiften apPhcd in thin Added am used ad [A,,, byids,,fitaphothur ... period by be, clock shall be predicted by them in armed amid top prepare afthe work is net delayed Anybutlingerpubm, surfaces immediately with a 10% quark Nud and water solution followed by a Indeproul water rinse Remove 2 Prefterof welding by welders apmed add offifired in accordance wifin Appear of NOT standards ffii�impli��norqhtto�ub�tit��o�ermaterialor�thodswitho,twrit�na�pm�l�f�e made be .... do to mply with IN ...... tee, And be did, at fin Miami Cessiders, enable, narn whom they onch, L Ad Standard, Laurie., Architect Sm. 2.06 FINAL ACCEPTANCE D Clark efflo�Ice,�ce train masonry with quarter Wool fin�dfiwrd won Oxygen amperfacrumns ingliAlifings B Api ratinicafter, of ad, approved fidestrut (finflobtal wasonewled, AT, he,,, frairmand far 1 PRO Steel Construction Mannar ,capped an any approved spectral,, most be made to ins defended of Landscape Audit Ind wthaft E After wail in comeoppok do not chume, who water far hunds, of any star pump additional cost to Owner Apappeel by Landscape Apfiftent of shasinuand materials andmin dromessfical A Review Ropern for Final Acceptance sholl he held i conjurnationoth the final review of $nation 44, ly A 2 Coke for Are and Gas Wiffidur, in Building council At Cry 0 an me Armaccut Welding draw,,,, do at A v, the,, wedrompecto Pacific, drof C ... t .. San 4.11 CLEANUP Sooked, RAPTI MATERIALS 8 L Manal oftefted Nbor If the war .... I Awdi If Amil afteal fiflumbarnmer, (N�M) afteark Upon Fmm[ considered at the end of the maintenance period, Including bodififiling of units Near Ali defended a materials and ships If the trade tharl aft removed from the job late upon ifterpleften added Sa�etraaarshai[ I'll ban.. popmer"s for maintenance of the ward, Said Assumption does had whiever Conductor If be comordes, far defend, to me yl Korea If after dozed Subcontractor guarantees all walk ad I be performed in 8 good and 2.02 SUBMITTALS Mout shall be drift qually add andcreff mIaOHEurw ad dark beflow oblignifign, unfOrafformay workmanlike manner A Accord cement ... 11 onto. fir NATO Of 50, Type I an Top, it PARI -3 -MATERIALS PART 5 - WARRANTIES A Subund complete shop d�qs to the Landscape Architect addhor Owners Representative fift, review in 3dvIn�Offabnc3ULr, Sh�thefollcw�ngTrthesNpdmwlngs IT Concrete aggregate Nor compord to ASTTI Materials shall he of I quality and of domeafA manufacture ad noted lime IF Nufter, to Frounfaddi ,forbefled a, warranties, all seen shall be warranted fnr mr, year � M date as Final Amemideman I Show duraftions, A [pan thadminaes, sense, modify himar, attachments and relationship to C Water shall be den from from strong acid alkali oil or organic manted. affirapplaystrial ever quarderion r of damage as any light at the Nevada Npowk work A Cdcany masonry ardiflas ASTM C 90 Grade N 1, hollow normal whigh! lad hearing birth greffifick from de,e�ts m materials Add workmanship to the cattfifadim of the Omer D Advance for all shmand concrete shoij be SIKA Chemical Corp a Tradiftedul or apT�� Orms, placed in 2 Mm wanded mNdi abroad dowme and other items ard, required to roduch other before, fifirdt accordance Ann pharmaceutical dideany I Type, and ,,a, A, Indicated an abandon how Txt Invasion, ustrund END OF SECTION F Aspect nomfours, body ASTial and Adilifickadmirthresse ASTNNS3 2 Color As indicated on Color Schedule 3 For dMj fromforearmal items submit walk sheers qdwn, illustrates Saw of fifice, as be Interior ... I, details and amid .... be F Farm, a Portland wout ASTNA C 15G Tape I or Tm if PAINTING 2.03 COORDINATION WITH OTHER WORK I Comarry shall be mn&trudCn grade Comes fit C ANINater 2 Printer, far and of concrete ahch in expands shall be Finland Ali agreed used far fifterfing 1 Sand ASTAIChrifleashared strong du�aMe,fr�fr�mi�jun�u�amou���f�al�nI afted PART I - SCOPE OF WORK A Ease,,, ifinal add Norah,strom, chamber list wayfluded, It,[ peak which,, Act dropped, Prefted I aide, ot,an, dell be at ],act 518 inch thook ad bond fired organic ar other deleterious soberness with I at less than 3 percent by wall Panama No I OR daysid 1.01 WORK INCLUDED B ProgNmIrqnqwUwwi beft,wilding cutting put dinflor, opplargicaffiercandeffind G ExpaIdiuIjoint If i scanning with ASTM D1751 (promi 2 Postal ASTMC404 worked and sound with no more than 5 cylindrical No Itchumand mal to fit mi��laa�uns metal way, amended, PART4,E)RECUTION with 100 consent dropped TS inch Were Flemish al label fact, oneremont, mmigna, t.,,pM,t,Ta, and pround, all Tp,,aI,n, reptudy, Ardhiphdical W a,,, dineftend C caused items to IN handled by after trades well in advance, to permit pasker infiending and scheduling by add completion If all Imed, work,, 1.1d.,I to the and Speculated, Such mark factories bed at h rated to the address 0 Water Clean , portable from domestic Tommy feeling 4.01 CONCRETE DESIGN MIX PART 3 - MA TERIALS E feel day, ASTM C 207 Two, S, And .,forcing 85% by wood if ming, aside A ficandi A Contractor persuaded compatibility far He dri mix and gambecture the specified prior, strength as F Admistureffirgaut Matsriala�pWble,oAmOit�at Obtain boards from, Papers Supper draftsman a dowerrummul ofteed Material, If be If Hit Intel of domestic inflarmtkinfir memo below Indicated a, "Ifted'hwed A World minimum 28 day uldesto Audgh, shall be 2000 PSI 1 Us�a=�dii5gtomanuf�ctu�rsor�nt��n�tru�tioqI S��urema�ufacbr�rn�d,��b�t����itiaI fiftexammuch by a qualified field representative to fifteare proper use of admixture C Wood .,tIoI flummer, A Period firel shape and steel fieflas ASTM A36 C Read, frand nature mull onfiffirm, to ASTNT-C94 G blingel mor pigments Puts ground mineral ban.' radius paided, lime and Track roof Colors as added by 0 Dark, B Start at ASTAI A500 Gnu. A m, ASTM fifirl amid. 0 A or, delete 4.02 CONCRETE PROPORTIONS & CONSISTENCY Landscape Marriott where applicable E Timor,, A Steel if, ASTM Ad, Type F or A Grade A or At 20 aid ... ad 6 diameter H Cleaning material One Knom No 600 depeopint by Chinese Selent Cc the or firmideakent 1.02. RELATED WORK IN OTHER SECTIONS D Steel bolts ALTO A307 Grade A A The pFo�Monb of pYNdAw to cement ANO speaks a iftems Luxure which quil readily dark filaeol Tooday of me form, and pound Ll without any ...... all,,, of the butined, pards, a.... ho at, fic I Expansion Intel filler Argued C 1751 The fichands, thus If pubmated work kill Joe m other .,ad,, If be. Madfificking, E frouldifingeshe Conform NAWS rodifichmenewponfintreaddrad. rocket on the ducce or cause excessive becal the forms i Sealant materials Ad noted on loans F Cerepapi A, remained sh the In,. IT The radvarraddend radde of &do A.,I, Careirsto Institute her be logical applicable frompum, Tax maximum stores sholl not exceed (4f four inches for footings slabs on grade and mass concrete, 5 K Submit CoNfights Cut Curnownfifland marrillording material A Shop point of add mi and mindembegrams I firmad PART 2 - GENERAL 0 ShTpp,,UT,.t,i,t odmuffirepowerfinal, L dqA,Ilrw1I11q1mj .... midenalbicriftherembracY berfact Us, zinc smands, type parre ft applicati�s - shop Is after 4.03 CONCRETE APPROVAL real bond whether for exported or succeed masonry wall walk 2.01 SUBMITTALS H Touch ad re uWasecom mmed, Ali State C21 Galvanizing Powder (30% tin, 30% strip 40% lead ons flux) PARR -4 - EXECUTION an unhampered by Ail ande Welding Alloys CA or Speed Giuliani by W D L Ch Or ended The .,,,aid ,hill, prowntim, flandempol etc, in sumed b Iris equal or Not and no chances shall be made wAnt offer Before beginning work, prepare for ardeval a Added If each fid, and fie To required Spordemdeft.,ax,munveri I Non-maidgro from Wax Candidate, Prodied Sol Pci orommi equal when, asked] plocame difififirds forded, ad Stan to .... porned eform,hal walk Schemes Par be made upon mIcnais compared me Each item shape shall Include excavations for frohnsfigh, and ficarims concrete andwas, black command War fiftedel Was warld the,, to be finished . Me it, Ali xv, shelf match the approved dean and samples abrat damage to the Landscape I fil FDImel FS TT P 37C p wasts) REBAR OwglasFiTwo�g�nt firmad, fififideng pred reaching deri so the incidence of the Cover Archge�15d3y�pTior�o�nstmdlQ�fQF�PPmv�I 4.01 LAYOUT 2.02 PRODUCT HANDLING PART 4 - EXECUTION Reinforcing bar shof be added with 40 bar borrow minimum overlap 4.05 CONVEYING AND PLACING TO word are to be staked in the fired ITT top of It be If walL goal of wait, and At Aamen wait, . the burns formed 'I, All parraft, rearearafte park be dayoral to the site in the manufacturers words offifterad with tables infest and Scale unbroken 4.01 FABRICATION staked indeed My changes or dematern which add or delete candread block walls wit be efte appown by Predict The, difill be faced,, , ,is [Ann in ... doodur with ... not ... I mg,rcerchis All be .... a, or a, taken th acted Saideptifir ad admitted b, denied,, hor aid spi by Lane .... I Architect and Protect Superintendent Any defeat If fire A Conform 'I the ormairamead U traditional difirruend, A Before whimal IT farm, oll in, Thermi a[,a,,d ad ad, tight The butpor If findayme shall be at damfift our be per square bi foot fort red, down before poring flustrain rafth shall act be muddy at the time Tribal Cmcretescai[nM�pib�d 2.03 ENVIRONMENTAL CONDITIONS 1 For manual deflorke use low hydrurgur Type E7015 and E7016 electrodes men rei�forc�, Puts man hardware and forms are Nodded by Career 4.02 INSPECTION OF WORK AREAS A Befve depositing new wernmed against do Thdrece, all micands, shall se removed and the offiftems Sudden, had be wanted cars wran the, form four from moisture No painting of exterior surfaces shmal be done less men 72 pairs 2 Weld preheat shall be determined from MOr Reports apparel, the chemical Admdmmddyr or r befthand to brand the embedded aggregate �esuff3�es�halith�n��o�r��qhceme.�gmut,�8�Ig A meant added Work old adjacent Ind.., T, loryllmosse, Her a min, nor di penods of re, or fing Evolving eLtaaeI shall be mucculy died bar before procander tin me aides No mr,fichavown the minfifted Fax .,in 112 of the a,. gooli amered, I Iching, drink 8 Carbon conditions detrimaney to a NoWn and Imply completion �ft Work �Ifttlfipfr hot the done I,, baptismal be. 50 WXMN 5 Ship fireary, all fierifted Acres do I III by coal thickness after fabrication Migund, and grado, a�c"MJI C Coforogrimphimingeffronfirea shall be dome do an to expense separation of ingredients andiddeffers, 2.04 SCAFFOLDING AND PROTECTION add mi Debts Toduch up after do' befifiecal Lease in proper condition in brover Tack Pund, shall the free fail exceed 6 feet Tonfifte shall be used asequirch S.vwWd of cappon van ad kept 4.03 OBSERVATION OF MASONRY WORK I Do not onto rearar one died auffc�I to be embedded in fir handed to retouch, income], lawal to , mmdmm am�IO of phosphate aging allowed to Law after bond placed Funded shall Furned. maintain and remove all �ffdjiF�nd ladders required for this walk. and all drop domes for the protection of walk, be hundred A, A nonfinfir, annual. pred cash Art ...... added Perform all masonry Work added mwddqqd progreation by me tradsocip, Arch bar Initial My rippraddeftelfifin, Lad- Irathfi,.na,.,atfcbep,lt� P��I.Jll�finishodsuffac��ubj�o�todam��or�8��montsh8lb8prop�y c WLldNshOliKegraundheoo�,ly all weld �p3t�er��d one walk sher mentioned the sperfiftersof ther D Counters Shall be spook aid violated with demphich vionces, in a mannum subsidence vatfibut 4.04 PREPARATION protected and advarrad Contra nor sharl be maGamable for any and all damage to eafted wook and to that of ather work caused by Nerstand under this Section pan 3 prefill Afterepan Welding Society separation If figandionfle The moving of raftered by vidinfirrom will bad so pairrifted 0 Subcontractor to mdom aft bar offixg work in shoundamon with the Reaches place an d appinfiderand A Previously placed prommento or masonry Clean of advardeprom I ailani ej and befter, which as onto rod'ar, 3.01 MANUFACTURERS 4.02 INSTALLATION bond Webb Work fificki with water under pressure, leave seems damp where reardwer, draft, contract with suffifted placed Work A exterad, Ad amended by brand named to establish a standard of mi The Landscape Antitumor I neder substitutions for brand seems of proded prior providdi fee procedures for from far creditors A Mischapecon metalwork shall be free train defects which would impaif strength, deftedily, and Numbers 4,06GROUTING 8 Madow,mmm, ThLouNfideref ,.,a Il brommanksileftexhaved opinion did not produce the admidynbrom amended hemad T4t&rm batch R Erestairmystroght trunIndereaddly fit in piano Bryan Theme andraftermorm, Grel fluid ments round varnishes shall metal and science The bracing ficammetwoure pordinfical argon A, Wait,,, makers porkshifter the standards for Pie primer and finish cents of the point hereinafter Pound A Grout sheal he finumposed owns, pan Paper Commah and Me pace mond aggregate byvelume braferinflas 0 RIlnforW�ntC�NToffexTeIIm,ll�le [�s�ru�t,�;18ndc�ti�pwh�chmuld�edu�ebona Secure I Prime, FrodermS,kedfififtnext A Prwdanc�sh��k��t�ngofa�[f�am�.platea sills. bolts and other items unwagated W be done by athers shall be mixed dry and water added find suffiftent to make me mixture flow under its dom wright deform piano to be .,allies in finish a( 4.05 PLACING REINFORCEMENT D C ... a,[ .11 a ... reflarevermandondeark eclowerichn .... shall be Apeordifif B For sky tamp cement grout a minimum of water shall be added to the On, so low who, you bass, r ..... bond 2 Lead Crods, Enzymel wall of,,, weemards, iffiden, Immune and Al. draddy, a, minfired prime, Ohin, the manceral too, fission hand in the hand suffacce morturem, bit no free water stran Powder on the sompse Do ard I more than can N an plane add di ,,ad,, 30 To more, A Plan, roadfrogmerfirt deregal with An 531 E Art base plate for support parts true and plumb in regard firear, per detaffis 3.02 COLOR AND LIFE OF FINISH 4.07 CURING AND PROTECTION F Protect .11 parafteld, demand room .Lear, b ..... re tape, cement Iranian. A Place If m,,fo.�Tt and orders poor "r.b,,. A O��rre��e�ib�r�g�,tt�ch�np�[��tom�tch�n&or 0 After wedift, once off all list scale and hil Code field word ould, door abraded areas Tody-firpolfameas A All expired enhance dinosaur, sher be RmWi train damage due to temperature manownwand C Reinforcing stral except deparl in offor Material Therearm boders, colors ad to and Aboard time of exception Sm the bur ri I, .it In, the ,cap knew, hadygm, 11 Tffx,. muddy A smake I banks Afty, ,,I'd" A Colo, of all surfaces finished inder this Sparked adult at he Nol one gar, have remained bai serious .ad Me of med, an it, B Cond, drob be T, cancer I frectemkom indicated Secure vartifich reinforcement IT mayor at top bottom and at haddrob, nor fiefther Ped fading andrearlandswillnerfloyared Ail materials marl than have adherence to IN end If one year, add them 1l be 111 evidence If Masonry of paling Placid chalking streaky or d' rains at fifirs aid of the IT Apply one primer dean and two finish cepticelf exterior ficaral enamel to match infiggers cold, as selected by I Ail exposed ammused of concrete shall be preferred farm premature dr,mr, and prousher ranked than 192 bar pareflers Where Transfer, Lad werepol else[ firs, In pence by fromen an War period Chingly Representative comed gral be fradmatual beffir voch by ran Ad aboard code, be kept net ser a Anned of fall ... hadd desire, I, oficand be Architect 4.03 REPAIR OF DEFECTS dNP,fti limmenut ...... lost,, A, Tisch onto ard... at wait,, the feet, be 11 be 2 ficurnernal bell car arampland, no. sweet amels, old to, day Isfordi Identical Use 3.03 MATERIALS FOR GENERAL USE loosened and wahr sme no eurioser ho look of the walls and answer, to Ther, down punched ins concrete Sm the forms Tommared afteal bass waste indicated dred to werical both or dowels A All champion I, damaged walk 'sit be replaced IO.d Lad do ... ad A, d,,bdk on the Thinner hompror oil or other solvents mounted deal be I, mddkNdwd by an mandfaidba, far he maNduch wrempt Land�pa Architect or Owner a Representative at do si to the owner 2 Al poing dompands III be used in accordance with the manufacturer a reparmakedati one 3 Accurately sales using lap If bes As red canded on dardeding x ack if a undfludift, ax 40 bar doodeflow, PART4-EXECUTION and shool not L, used on enhance mergers concrete hardener 4.04 CLEAUKUP 4 Treatfludivembitz8vordeaso Cgormemparrandenew 4.01 SURFACE PREPARATION A Clean up and werecom from the late all unused bananas and debris Mount from pre bandempred of flas wark, 4.06 MORTAR AND GROUT not less Happens, a wake on the ant working fi,each week Al soon be m=vM Trial mom the 4,08 CONCRETE CURBS "'mot in, A Mortar True $ an ended with NO Chapter 24 A Per at,,, No painting a, finish,,, Wul be cartund moll ,be ,N., to be flin act at Oman. form pass,, WOdiIoni�eveqm�ect Surfaces that cannot be ��Ly proused by the painter fififil shall major B Tortim, tEmerflicam, chat Iran and otruch Conflantim, M a . ...... A,, or A . ...... d In, Ifich Mail be C�n�trud�on�elec�rb�atl��.�����h��o�Pla�s��deta4led smichaphodgrads, chapprowedbytholdrabooddlimi I Chile Mmidommadwood, dormer or farmed red for we mossed mose i�stTuaed amounted by the Landscape Far the Landscape Andifing ll 24 form ,at,. Use natural my Proderind cement concrete 2000 PSI offirroymparver tral ends, citadel, at intmover not to exceed fifteen feet N 51 Flesh with else[ tL�I then brush with bristle brush parallel to face of edge B Grow In ..... it with UBC Chapter 24 with ... Action ftO,� phreft at be error B Cgemplarems Senators W be painted shall be kidard and form of did dust, and any other substance eased might IT U ... thend Ses,... Contractor shall lease III arms... act to be denied plam, hardware, or door dual 4.09 CLEAN-UP editors com the Amended of the point, All surfaces m be pointed shall bal propi condition to accept and free train any point, stain spraftering, smears ar arstedges Woo am me result of In opposition C Duppare, Number and Smut net used within 30 minutes after ficked"ver Re�mpTn�fmixlufcAilibA assume the havoldraments, add tuddidefter, If, the porruiar ponfifin, or ciand, specified To mi Contractor chrol not clean equicament and brushes d disclose of (Broke pintorcthcfchbhIfr�szn Up. anotharson of an added vock add before fical Contracts, mal ad. N gods maink, fich far, Pandeflor, offirei Andraft! ,,in UPC Chapter 24 C prompted Surfaces which cannot For wardend ch added as spapproad Hall be immediately bm,ght to the areas to be planted of in the vicinity of existing plants rich,,,, at, fear the it, and me it, Norl To left,, I door, cost Indiana I .... tilde to Own,, D Manor add grout minimum compressive strength aAeLaonafmeLand�paArch,le� PARTS WARRANTIES byContrIctmef�ecudatrriTn�v� Contractor vej be needed to replace any unsatisfactory week, museed PART 5 - WARRAN77ES I Andar decays licels, by demper or detective surfaces as ifigicond by tax Landippor Modern, at no Additional plot to the Owner 2 Camet escape 2 Of in design to Manufacturers ,.mi a, ther an way shall be wagandal fifir me Sea, team the time aft F nal Acceptance 1, rated 'I mampficificaria I, .,,Ann,,, III work call dr, werchand far due ,, in. the data If firal ... eftembe ardermety Shall Mso pace, rose r of damage to any part of the Peracks di aft defects in materials and w�kmacchIp by rental Warranty shall add cover repair of damage to any pan If the resulting fired defects in materials and workmanship to the scaseaccurn al tax Owner promises recorded, core deffied, in finards and workmanship to the satisfaction of The Owner E After al; Insensate are in thothard mine mix mechanically for not less lead three minmes DO hot rise hand mixing Ideas spoinficary acceptable fir Pril Suprentandeft END OF SECTION END OF SECTION DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES GRADING 10 DSCAki - , ARCHITERRA I CITY OF MOORPARK PERMIT NO. PARKSITE AT 161 SECOND STREET SHEET 6 DRAWN BY 5 design group CA 11 4 knumbefircepe architecture and planning A PARK AND RECREATION DIRECTOR DATE MOORPARK, OF 3 CHECKED BY ENGINEERING REVIEWED BY: ENGINEERING 10221 -A Trademark Street PA RK AND RECREATION 2 SHEET NAME DRAWING NO. Rancho Cucamonga, CA 91730 on PROJECT NO. 1 (909) 484-2800 APPROVED Bell Fax (909) 484-2802 COMMUNITY SERVICES DEPARTMENT L- 4.1 CONSTRUCTION SPECIFICATIONS IAL I DESCRIPTION OF REVISION R.C.E. AFE'D DATE Ll DAVID KLOTZLE, PE EXP. DATE DATE ........... PLANTING LANDSCAPE IRRIGATION SYSTEM 3.16 CONTROL WIRE A CcP.NU,, .,it a, dropped by to Each, Barry ... tells, add ,�d,d manded, ,lbaderfir, to A Materials And be of test star and of demesne sughtfifterver unless afthadead noted PART I - GENERAL �mo�timu�l��sw�tb�rcond�i�n�ar�unf�vor�b[a A�[���haIJ�nfor�to��gh�t�nd�M��f (to Set plants in center of pits so tat brown of giant will tor ]eye art, gradhad grade after abling of PART I - GENERAL A craft,. whan the trade ,air Than Main, add wmM­ (Rare, to Avoid, drated Caphimpon themptalation of all sprinkler materials Thadifing pan earn the landscape dranymn to AIL eficumpal equipment and Arm Shall comply and add and state does add be wAyI1wd by J� i.01 1.01 B avoid InteffeIicg add the trees two, or other sharp call and ideas. 1, In. even A Clean up add remove face Male same an asideng And magnal not removed under the Unocal (1) Reftend ,Ionic An,], a. .11,.t� � .,,,are A asset 4- at ,at met, In., Refer do standard Anted Documents for an seem car candowmang requirements add carefifide, B Refer to standard contract d�menlA for run rewhimen youthadol Proposal add conditions said construction contact usual more and my accumulation debuts and rubbish before 6 u [brain C Fair parposed of QUAD, sprinkler lines ads esTmdally diagrammatic Almough ban and location as Confietting and WIiPag Them allhe wares of in the field shall be made halt Rate Bir Pon The 1,02 SCOPE ddmqwkwmwqk Legend dispute of rush andarbas off the she C Them and Gres 0 ........ d Load affinficer equipment are drawn to make whenever pasnible make use of all data in of of the contract Parmi A LOS SCOPE OF WORK: documents and wi The redemption fit comermord, into C Work bromed AHAMer and materials, comment three Abnormal DciHiaT, Underappord extraction W PlaPTFg 1 Tom, and ,,,A, appary, 11 She moren be ,Stated before Thai ,,a,A�.f Three far feet long Peg Tail wife youps shall be stedward This at IRO ft intervals Tho me When shall mwpdwdtMm and scrappy necessary for and aredgmal to performing Ad operators in the,, Mod; Furnish labor Lateral, rapporeft apparent and Advance necessary for the execution and formandard of Landscape be amended In an RCp Box xg, Theyor wormand End in Andrew lardeafter, with furnishing drivers add installation of Landhai complete, ad abbod, On I If undemmund undifired unashamed or Solid Took ledges aid encountered Invented as arrested on the emerge delta herein gMfdd An mile Anted for on the drawings by rates That be fifinsindind add TnRWTled whether or act s�cIgcal�y D the dT�inga doodde concern merman Work includes, bar In bad limited to the human, .her learn., far ficter, Me, So .barred by the Owners Mahanadi 2 All trees dealt be awarded win bark protection Onvicas at half armand. (Refer to platform command In Th. ,quarbefired, 3,17 BACKFLOW PREVENTION UNITS octal) PAR T 2 - MA TERIALS 1 Proadde the fin. cor .11 Mod to be pointed Damage M drilis lines shall be purprifing at the ContmatoeR dappred, M no E Do hot whady install He sprinkler Header an indicated up the drawfif within A is obvious In to field A The beckfiew prevention AM, mall M Installed as shown on Plans and Details Bnkfto� Ore�aOm add,Wn.1 debt to the Ouraw, a, Turbine 3 Lawn around trees shal M installed no dcated to He free trunk than the such of led anal add Mademes shalt bei PUT many and of Goodman manufacture unless mmNymm noted they unknown abobaccons or grade differences exist, that might not have been sproadmi In Me ,at, firel day Making ,,, land ,uppy, ,,,India, ,,q,fi.l,.n 2 Dinah and apply wind �ntrd to ad planting armed D sholl be andififirshad at this distance engineering or if sandareparnewas in admar jete�s, legend or anand antaid ads supposed An PAS ,Win IT Existing V,UWddn 3.07 TURF GRASS SOD And fibbinfigning of dromemandid, should be orought to the attraften of line Owner A Representative 3 Papprely, of ,or A all plant,, down, ,I Two andleam, 2.01 SUBMISSION FOR APPROVAL In t'reavent this ract time the Clear must assume four F85pOStb�Illy for address Tenants 3.1 8 FLUSHING THE SYSTEM I If waste ". be. established ,,,a, to planted, Operations the ,prepared Fair the outside end materials Or sperafrod by hen, on Me drawings and IF Before My work mardeftedder, center win the Cardi Repre�Tltacve regarding gannews iffing of 4� Formed and legend red plant mmmad turf shall be onamed in a manner Tat add prablet fief areas before exc�tionR A Roll ddLFvdd Most fall in reasonably My unly, a 125 pmii water ballet nr If period on nor firm pment processed obabstend. work of This contrast After ai spnkler pipe hard and opera are in place and ardefinacgred, all n�aa8e� domMand work has been completed, been the no bad command, it shall M permitted to settle Men ink Owner a Representative Locations a No Bustruters, and as bleard appeal poor ested approval of me Owner a Representative and par, to leyeaftelfin at sprinkler Abdul, the Pntrd Andres quall be opened add a full bond of water need to flush out the E satisfactory sandwich had abandoned RATj scarify ail ,proposed and cut or fill an required to befir for a puransfif of 5 minutes Sprinkler heads total be installed only after Ifirchim, of the system has baby 5 Stake i .... Stand,, Stem pilot, add motan, a, the ,,or Oft, Add been that and, was establish uniform grade red area again to dead a uniform made Areas to as planted to lawn such ber A A domands ina�riai felt shall be amended to the Owners Representative pact to peffoImIFg any clock .... haddrand In the Pandiffte ,.hadiffird of the Posner A Manhattan- attention from damage by ban fied wind been vandear, and comannamen work f,,i,had,,.th Ilt,lfldl,t��h�nwll',R�,r�,�ntltl.b��l,,,,�d,,O�,Act Colors, data and in moral litaFetllA Treat be ,,b,,ftM whapper the ,,A Of items different be, 3.02 OBSERVATION SCHEDULE 6 Far ... , And Mand ,added lawn thnsOs�cifi8i,sI8qucaed Notari�8dc�difi�te8mu�b8�ubmftedbyn[��ti���"��dfifting 3.19 ADJUSTING THE SYSTEM plant, bablem, WFUN'ORIK A Sea in fil freshly act and gained in serious hot orafter than one Santa fact Samber the pits manufamoser ingrawfing That material damaged van spopentioney bPlUaa material has been proadday A Contractor per be .... enable or .t,O,,,, Us Thands, such declaim Chme, 7 obtain and suchad rAdMi header based on 3.02 INSPECTION IN PROGRESS Greyhound, S,fl.�1(u.,��l-,t�th�tt,sf��l�n�ff.�)�,t�,l�3.�t8t,f�l��n�,,,dl,r�ltld Thal Thompson Representative in ,deard, far the for.,, Acremands, fordarde, to 'be a. mathand A A Inamplatifint, add operations In progreas must be approved at various steps by the Owners Ana with lightly weighted round after dear of all add too after me. Adjust the aders, and ,IQj ... i evil imend, of AT spackle, Lord, ]fit is andifirend that 8 Furnish and apply bark mulch .,thaM,� portmerstraps 6 The material list good Th uldhadded using the turning layout (double space beWeoa Ann item) dPgMb Conference - 7 do, mainframe in the imandided comment or mand changes bid previdge broper add more adequate C The lawn ans, vnAr be Language in a Age, devoted until acceptance Of too work coverage make all necessary changed or make arrangements with the manufacturer fir have 9 name of advary ,'fork 8 In no event ofinal The (Amount, mAdwqd from fifir, State to Manner of the work, aiIhmt poor Item N, DesIrlsom Manufacturer Mandi -Presents and, Iran ,�,�ll,a. Rod Levine 36 hope, anduchrunts, The mor ,A any defid, The. Upper, I adulfifieve. mod be Code withand approval Of a,& Owners captured Representative 1, Presents Sady Lord Learn Schedule 40 radminfind ,hot to the Owner 10 Mainten�n��ofal�pla�����n��l�dofM�int��nc�peood�nd acceptance 0 Suffiftion fornme shall be taken To the Contractor W ensure the towns aphnet damage repting form 2 Lynn Head xr W4 -System recent 36 hard, C.,a,a test, 36 hear, C The Cracker neral Owners authorized Representative for i�RWcticnaofEe legend prodre,gintafts, fect,bo,byerehatTrad ,t�ultm��t.�Ilth�,p,r.�i�fth8O.,�r8 Representative Any damage to the Age chat be explied by be Random r infichaddentorde win be 3 Etc Etc Etc B The entire eastern ,hen be a,,at,,, peopearry Orion any ,]citing aircraft ads admirarby, 11 Gymbi of Tokamak and amended, stages Of wide Part, -Final inspection � 48 hours I C Ego dreal fir materials entered of in mand without the prior approval of Me Owners Representative may A ground dark aphimand under shot contracts depeck Arm ded, gram tax Civan, Men all goading within planting areas has Risen comfinfired E Repair When any motion at Me red area becomes ,fill end waterlogged or offigandbe demand or be Traded ,ad such makeng ,�M.d from the , a a ... arldn" In the Onat A Who, dembrander, help box, houldrand by nine, the, gb month, Owards R,M.WTvg. 3.20 COVERAGE TEST: 2, finhinfliffi, fififirwal ,add,,, .run the ,,red of Contractor a hernablicififty the arrested pentrod shall be ,hour p.ackpi of who, am a, whom in ... hadings, red made Win,, per plants are ready am no dalwast at the numbe or what 'fine, 1 plants have ban delivered to the Are add poor to any planting depends to romwebon the condition and goods of the our prior to irradiation add The 11 than ad ropladded A Approval of any items alternates or Suburban indicates only that propply) Apparently meet in the windi ,,turn I , bodidger mered, a ,.,a, flat I, too armad, Ad the O.,e, Representative Carect, ,debeed .a ... be an Angfirmay declared at no arm to Me Owner ,Q,ir,.snts of the drespack, ,ad wean,fifters a, the base Of th,,fl-,IIO, a, .more, ,_aL A, yka�dbdmrvadfifi will com�Pce without an suit drawings to determine if for MMr comma, be planting ahead is comadde and admearn murder all materials and 2 3 3.03WATERSUPPLY perform all Work vocalism to paved any inadequacies of coverage due in deAiaF�$ from plane U Marc the Ampat ,Svmm What ad trade Mod Arabs make been spoiled an the arm where E Scandal retention; Th an nor beneath ability tender the On monfin Such warruddinfied $had Only tatam had boom wrifirly installed so indicated fir, the dracesprogn main it I a narrowly monomer Mixed bringing 3 4 shown on the d�ngs supplement the Grumman The Memory Representative May at Up apSon requird a manufacturer 8 C,finchatick, to the existing maybe of damaged Thend be at the approximate loommus chnn on an dummind Minor talk to Use created of the Oubc of a Rop�nW�ve This test shall be wharmthad b Am pappre Art Ron,, ,Pon,, 3.08 HYDROSEEDING .count, ad any ponal uttered far ,,A ,had ....... it Unusual its meddead shall im made Meant addifinnal castle Me Owns, 4 *Ann ad to. ,Ad Amb Pit, he. been a ... cited after water free Eava"I 5 I�fiwhjza out of the pits 3.21 HYDROSTATIC TEST: A Slope acting Refer A planting plan and sic do mix annealed for aided And need of ends to be armed, 3.04 LAYOUT: C Vinfichan of Plant Quantities Quantities given for plant real are shared far �n,eT�Pce Pon. .A� ,command And but .8 demands ,ad amended ,a knomed seed mixes may as used only from approval of fee Landrups Acheron of the Owners 2.02 GENERAL PIPING All Rod ... and tests ,hen ber .add spor To tax mobbi of the OmACa R,,.,M,A or land, data authorized only The Command shall provide and plants shown on the plans de p ... A art or,,, to firsorching of Rapid Representative The designed Eary mixed shall be applied by an approved hydrommair company modt sprinkler heads and make any minor adjustments required the to differences doweem late and drawings Any chemical of the Onand, No pipe shall be hum,fifind fidd it has been impacted, tested, and approved in adding DayiNed slurry formed will be offider for raft .ad or non irrigated shop agenda (Refer to Trans and cash deviations In NET shall be within the intent of fin Original drawings, and whavat additional end to am Owner Pressure sumply I shall be tested under a Threaten procand of 150 pounds per cover inch for a pored of sent PART 2 - MA TERIALS 3.03 FINE GRADING Owed mix against Each container of slurry mix shall be applied within a 2 hear time of or for andfifind A Hossum deeply True train point of dependent Through bo&flow prevention Und Sand be par local adds Layeat shalt be Fppr�d by the Owners Representative before pmmIwqn h ... A The Contractor shall Impon be required The Confirrafte Us bid Sher indicate me Total in ,late chat of Bad removed at player expense Pat .... a cards line, dS,,a,tm,� of Under. prevent,. ,Fit cafth be ad, the other] 3,22 COMPLETION 2.01 MATERIALS ,and. ,mpaU No .dd,T..l she,. .11 be .11-. 3.05 GRADE$; B Turf Awas ThO,raggend seed and ald mix shalt or applied In inompand areas by an prompt B Non pleasure lines GOT be 'less and Pi pipe A Uses Peabody, of the work, make greand deftwo level, remove excess mankind, Abbrich brass, If anderated spermand of soils raddieved and plant, tall be arhydruden remembered .it barred a, the ,,to ,,in forrands, of B The soil Th Ad not be seemed when mosed, content is no great tat expertise component wfift sparn hydmmulch�m�3nywqhlna2h�UFtIM81�MltpFEDnZainermtx Ondarto Planting Plan and Legend) Before Adding work on the wormi system, Upon Attend all gradea do determine tat seem may ready pmzqzJ sapping He and remove harrydrearrem add in�llaTon equanderm train Inc doodaideparaphated Dd�i may begin upon approach of ATplUs oIasdd�ItMbythe�AorTR�pMsTaPTvA A nGr%vhenitiT�d�M31du�twilifo� arTlodanotraTdiiyb�aaop Wh.�ppl,,�bl�,�,�b,t,t,t�,,�d�,,��yb,,,�d�,�y,,,,p,�,�i�fth�L,,,d,,�p�k�,[.t�r afiffirso CA 8p,uA� fidefical depths , promised ,a, dideder, ,Is, an al froded, ,,ad an model fied be, f�amed to Lee Candy's Representative Suddestuadichudy (dword Ammerman, gal PLASTIC PIPE AND Ft�NGS material sell no So damaged unless spenfireary approod in afteng by the �,eCs Rep�mnIAive A 3.06ASSEIMISLUES 8 Supply ad Pubt of the contract the Topped, clefty The Contractor shall be designed for deal ageral in areas wydm the scope at fifi& contract A Sol ,,it San Amendment, C� Daily Won Sheets Dairy wark Audi shall be signed by the PlAnamen art sent to the Not A All ,on fibill be demand or of Flp,'A'n PVC thered Tape .M,ald finey" non record Ismand Team A In�ta)[,hebackfi�a��emblyat�eh�btrequifedby�calc�es , Trip wenches for dMAqmbI ad no yousting each type 0 munfir head Pro in turn diTeOMnQ to be tiepin or 12 on all arMA Upon whigh fit sell ad placed Appreventatroppoppyromficapproyal The throwing fifieffication shall be MTofded chemical ratIs�n�aTd high impartateal In terms at the current ASTM Standard D 1769 at I Farlizor for soil oundinumming and in dend mans, shall bear the maeufRdu re, a increased D D 2241 Up nTmpoufid shall meet Me r�aifements of cell downwind 12454B for pipe and 13454B far NUM, of par ... AT ,a,[, [,as, My .cleared a, dyMAT geographers ,Applied - Two keys far .In sufficared confinfillsir analysis, and shall be as recommended in the learned sets laboratory added Theargan grace accountants chall Artake for cal amendments Chair with General Contrarms, I Saint independents Things Thin moderated must have a Strait perhydnForands madan Areas rating AS Install lines mund various aductions) to mandaynd with details or, place , F .... The couple, its, ach attached hope ,..I, E 2 Founder - shared amount B Allp�muft�arthefdlowiagmarkiPgs Maduartmersome norrandapposam anden'.Ardman - TO,, (4) of cash Of all late, of sprinkler head, and nozzle, 2 Cards Trunk Roll ,MIT be AGRI F OR M SLOW RE L EAS E' to be amend TAT Being Do the attention of the Common butherime R�IeTenNnve ad red in plaating away tat captain prepared rating In A S I and CSF Amended Sanitation Formal The manuffichums, shall also made [,at,,[ no musand coverage a, ,],ad, time Phands each abbi .To IN - Two keys far Power, two andeffmArk, Smardefters any dromishounduthrompas can ad oil piaster �c� trend, points solvents etc Upon Me 3 Weed - al examen law data of adefifired, Of the ,,, C own most Whaft called far, the preI�I relief vi shall be the To st , Two Over long thads for shava boxes F approval of he Owners aAffiMia� Reopeakintated remove and defense of all Nil mentioned soil assembly A Appratims, mar to the ],art of damnam the Sff�t,d arms, Th, iffirdand art deal be mompid effin ,it,. ded If the 4 Sending pardifies - typo amount C Solvent commilway fireplarge pipe and hough, shall mi Ad P�aacrib� areas ,manufacturer Thard Th..��..q��p..nt,h.11�.i�m.d.,�,t�lh�0.1�,.tthl.11111,nlfft��l��t 31fienfifial Apply 21 gram agn�m tablets at the Texaco false per plant by size Contractor finfic warned Under a mutual Bannockburn Of the above reareaddinew flat, the high chemical resistance of the pipe add article compounds stressed in [fie foregoing degree makes it A Be,, ,is, aid firilif ofill Th, a,.�blad ..... . Taken do, a, tourated acceptance emperor evidence that th Owner had Received Th operate most be shown to the 0% men Contractor shall be papprocid, for any damage to fingthfind To art a open by open substances 5 obtain, of leads - ,.h,t of water mandatory madn"T arguments primer, which is S true stormier ROD be used in hanifided, afth a RdqdtdthemdAmmmdnw R��i��lso�e�fp[asticp��a�dthr�ad�d Rap .... fifinfich Funds kdkwd, element designed Mr fil art,. R- a,. ,he by ,a,, of hand all. .no. ,,Tend fifird", PART 4- RECORD DNA WINGS, CHARTS ed MANUALS -1 Mal ififfin I tablet Ifa,-,t,b.1,dd.,p�,c,.Ia .... text. to the Character be don rund Inc Car 6 Age covered to ,am, D 3.07 LINE CLEARANCE- -5 Add shrub 3ti opmenderve End spa i�sUHerex�cteJ to make Penniman, shall receive instructions in the fintonewsparbly Of 4,01 RECORD DRAWINGS -15 so A 24' box shrubs - 1 printer each PC antrunks Daympowherna fact mining or A 7 Equipment used - �paai� and liberals number such joints exture the Arpresnitudy, of earth plar cement or facing parruffectorks, before marpeng the job, All road shall have a minimum TlnFmnm or 4 many To a been star, And 6 inches it= arrive of afte, abroad PSAUSH I and ,brand Fund grade all at mass to a smooth one .. .,data,, make, .at, InA lit ,rocket, D ands he has ban previously reminded oA,�Iommended Advent donsfifin procedures by a A R.i A .... does a, ,ad set Of bumn, Told white print, of the drandini Ad ,he,,, in the Arm, dr.meadanderecom Remove and dispose of all Image modardy, ready add make beat one inch in PIotecWnIU&�up Pr��ntandio��leanup��prayo�conc,ete,,eservo�rs,d�i�MA Parappefil Top ... Tentative of the manufacturer beft at red installed it redly mor one another constituting departures it= the radfal dday amount including �anges in hot ,reasons and Trans H diameter within six inches of the au�Ae of that after conditions and planting, the finish grade in ditches channels amended, ready and selected Tendency add spillage onto repeated good 3.08 TRENCHING num pro,,,, [,,a, Again wh, 21 ,rain upland Insist far ,ask 112 of timing district ....... h Test Of Parent a, short ,,it 1, Of ... man-Mmors3 b,[�.1h.t,p.f�ll�,t,,,dl'�[�.th,'�p�f,�l��lka Unfil be damage the same day at Contractor, aA,a,,b to the .werworm of be Cut E Aft aide,, khand be Andeard wood chimung 40 At the .... holders dherstards andurd p�rcrc,,n M, 3 abroad Representation be given those Amears able to furnish all types of fittings required under this contract farm V POP, A Did moral add sumpart democracy on bottom al I by to an even B Upon completed ad bach increment of weed transfer all such information and dimensions to the ponfis I Occur fidevelfing be Mmeas 2 to I or greater in Orion Instead body hand didersfy the Off Rotor to 3.09 STAKING (Sao Staining Deal mantryboduar, in Older that wommoddays vall net be divided ia vivermady claim Ytuafi�s pipe each grade marderen carcinoma shall Books crowd indicated an drearrund And ad noted Where firds, occur Th, ,ormi ,,,it dim ...... . and h , ..... room a ed add warkmandive mannerta the renewed Ground Cover Di imaging a ...... I ,,, Leader ,.d A. the. dinforked, she be , an . aded hot,. ,,boards of the �narA Repronanorlde When the drawings are approked transfer all inumakeled .'a a net of 4 Apply one 5 gram ammor tablet per rated ground cover buffing RMA r to Madquartimmed A Stakes shall be driven into the ground in push a way as to fammind damage to the ball of the tried and shall be F All fiturds Thad be ticket an Tried of an improved PAL fittings Planted ad In ad,fing him or repproduable dradvangs at cost by me Onsmove Representative Sperafebts, far overamon ,�,,,ar, i Patch a I bromme haver, adds from erosion and do cur earth manner, to create a smooth and ,faced ,a that the for, tell blow away from the ,take, except who, ,,on mosqual ar 11 .an damage by pubmth high thromewl worgande, and high import strength In terms of the Untant ADVA Standard B Provide mand, cover of 18 i An all pressure supply hand header across for planting Frung grade to be approved by OwMhs RqzAwwAi person ,am PIMOTYP the compound must meet the bicameral described in nil coordination 134548 Others A Dim�n�i���P.omtw��rm��ntpo�nt��f�der�ce(bu�ld�nga monument sermovalk,did, Organic amendment And are fificaread rbftmd sawdust ( 5% Taken fifinged error Bulk 8 thready do repeated in start,, firl there ,her be napin needed rise All test, and sit, ,her be ,at, A Provide Thomme cover Of 1 9 inches for air wonder areas Provide minimum never U 12 inches for pavement, are I Locations shown on an bulk annealed shall be kept day to day ad tax graph is being 1 % nitrogen) It shmil th fine textured having manner 80% passing #9 comem and Form loops dumb trunk wrif Sea and securely allach to four Alison '.be enough ad that than Add sea, acted Ifir"Mingran hand matifland All ifirmanow noted an ormal shall be Torrifich in pan numbers, 95% prody, TH droper acres, Drum shall be no higher than 3 5 mrifichas pan 3.04 SOIL CONDITIONING (also see Fine Greading Section) fightly in the wind (Refer to Deddin centimeter at 25 Centigrade ad prepared by OAtum�, Pink chat not be used an an G Angry difirdeand solvent on all pipe sizes add Chose phrase havent on befin remain and male end, AT Provide mgddr bear of 24 inches for mildind, under having D Saba Iranian. and defend or fail.,, name deal ,.Mideast A Broadcast free Recommended Am monfiread par I 000 square fast and sufflavold fic a depth of 6' based upon 3.1 G GUYING 8 Plant Rhared, reached ,at, and plant laboratory return In the contractors responsibility to obtain role tests Soils anodyne IT Ad intended spon, sush be warldrof me,fit yuhroduad, go .,in .fund brands 3.09 BACKFILLING -point or prefirecam achand Th done by Sods & Plain daboommu. Inc 412 A Gran, Santa Ana CA (714) the 9333 Comes of the mplayst mean 36 box size R I drial M firmadeadely pushed after manding with four days par idea Refer to Di -Routine of sprinkler pressure junk dicarmand normal 100 feet along roming) I thand box .at to the Owner , Representatives i All legal shall bear Spectral name or trademark header radial Once approbbin I P A IT Upon th all 1 new shall be of a fine grandarm �,atanal voth no fordigh romm, under Pat 112 juice Mdeffil control valves (buried only) Quahi and pro Of of orders shall amended to th"Ludifirem, Standard Guadium Capalf To ,Plain old OPP ,a,] Of Therandeal A -Bhutan, of Able nade, ""., ,task and And be No I grace Plants shall be planters or normal grown free B 3.11 PRUNING: 1, ,add Ranked al ,hall Th ,Or.D ,ad ,Other related equipment (ad may be difiental by he Owner's Repreadentarread from disease, anyway ends eggs end larvae All plants shall anger or manned any Far than, paphyr, ,in. fid ,bids ,bond is andided, IT ad plains,, area, the Down, goal chair be mod, freakedreek, kept and chat be supored fare the Ar indicated .he, A Andred I, ,a, I 000 name. fact of dump and sholl be thoroughly .elected in ran prepared, fit, do 1, Th Of act and the .. Pay ... A, check ,hdr Pat be done ,,Or to dappery Plants one trees Shall only be pruners far health at Careful 2.04 Pont CONDIUMSILEEVING 6 named mattral shall be ampred to green layers under thei and Miami on both ards, or AM, E Drunk ,an,[,,, virtled, sparefifired wrowed down Reasons andedure the need To eliminate diseased damaged or Manduarby annand Prefther, shall be an Plain at the trundo and the it[ work of the an, Mr OUT be ,,IT ,,Andy a., to ,Turf 2 Off YOS typing mod shembe growth performed Pro, but P, mod far adeval .To, Annor, can be Pi .code Schedule 40 most 1220 All vi Trader ,xi fiell be thassum, Abandon under and on not sale of pipe, to provide support free of may Raded far 2 Chromme, thfing, mod firm . dow, ... an hands far it Most a,, ,,,, but ,at ack, Me 20 Two com dary to ..,do, to MST A 300 U, to .... AhTU S .... Up of AF�cOniiT� $1a�NMD under supprosom of a qualified anQrlpt Amended dqdMdM PVC count, ,,,I ..... over I, delete and L .... A fireficarg And be repair to her peace Ther to the adjacent molawribbit Ifill Old And .,farm 1 .Maintain mi dome ....... TV A AT and, yeard Samples shall be shown to prove therhad humbound �ndI�T prevail No by me Landscape number LEAVE OPEN WOUNDS TO AIR DRY - DO NOT USE ANY FORM OF TREE PAINT' OR cerebral Art without dips sunken amusements or other marguenvoid, Accord G container plants Art have cranked of broken band of good Men taken train container C Pratfing pro said be excavated three times he diameter and 2 shallower than fee regical depth far been neat as WOUND SEALER 2.05 RING-TITE BUD PIPE vothatifinser shall Weed wheels for faced for compacting real Make all changed to �mducible drawings in ink if andeareadc Age craducculd Ifuld when redoing dear be granted except on nPoia[ approved from the �aaCs R�rasemOvM wide and V damover (hen demanded far loub, parablate,111firm,61tralky domain,, 3.12 MULCHING: A Ail sign indicated an the backing dowing, shall be Class 19 PSI drunk all PVC pincepith C Provide sand broker a andifteper, as inches over one under all piping under paved Texas 4.02 CONTROLLER CHARTS 3 Nifirdidento ,V,fnM, W ... fider,dramer,mod, FArdA,4Pfili. befight D Forpla��oftrManazal�I,�meliIaa �df����,backf�l�pla,�tp��mt�,�oiiexc��t drum A �i,l�,t,n,..(�.�,t,,,�t.),h�llb��,I,h�(t.,d��.d),,th��,,,�t�.�f2'd,p�i�,�,�f coal Tend trund ififirds a pent haterm 8 mormay, of three three and a maximum 0 five pit Do not any ,combat amendments W war mix additional Reamme mulch falling on had-sumpres, areas A console derageral must up agrefiefted by the Modern ReArnmet. before Iffint, am ,reported Truck, of paraw bear pareaft, B NI ring -the joints goof be comed with rubber rings an Provided by the accompanied All pipe joints E Prepare pul mix for wer, or in pits for azalea is cal formy add other pact (as narrhyp an follows dail organic far docamen and contraction 3,10 PVC PIPE 8 Provide one controller day" for can proadifillm supplied of the maximum care he wandrander data fall 4, Manhattan Nil permaddrible ment firdshe been pool inspected at the anchor by a 3.13 CLEAN-UP A Poic pipe Shall be snaked in a maFnerw�iO will paved for arranged add connector as ander sh��ngth�a��..�dbythl,,��.�t,,.,'�ll�r Th,NxiedIsadvaleadmovini SWI�,,C�,,I,H�t,,It,,,�IN,ad�,,t .d,�.�i�b,,,b,,�ttffi�.n,�,t,,��nd 113 rearrachad Procter send C Thandat blacks shall be pr�dAd as required for probes addhawign and modify fifths ring tire gave pecardermarand by the mamwdmxr the mayeal as cult system fear in the Pont the Antromand equider, is not legible �,n the appi of the Lord,., Amended before parl 113 C ... do, Pact Mae, A During the comard of the work and op its performed remove, experfred, fifinfical farm am site And leave to (Ruth, W Lately) up. drawing in reduced A shall be dropped to a core met win be readable when reduced The chair shall 113 Undfigh ad F .... I Herb,, 2.06 BRASS PIPE AND FIUINGS (if racquarand) AD diffin to Today shall be made. with main SdMahA�, ,,Ivan afia,,,, derwinfin details be b booking put add a dIff�nt cocia shall be good to grow the area of coverage far non station V Imphififirdefflimptimpanal Insp�io�cfpta�t�te�ai�r�qui�dbyC�ty prompown a neat and from condition 8 joints pland Cars in State or Federal authorities shall be Lee separately at tax Untmct� n�vhera,,��a� F Baaf][m,�forP�l�,,h��lb�.,,,�l�.,d. Redrodunds) 6 Gaudreau IMAN imseaggdomandarafromallambe A Brass pits shol M tep, red brain, Amended, National Standard ficarms TAND) Schedule 40 C When cap, depth and approved the clean Shall M Lombardy sealed between fied, all of Piston, and he shall have Posted recommended do A reMJpipe Francendualibrommuni .... id romwed 125 pound dear The jamed shall be all�O to get at [cast header, four (24) hours before premium in applied do the PVC C batch press helps a minimum 20 fifirs throk ran chat, sholl be mounted ,,,Is Vd. or mmmed permi prior to the G The prepared day Ack be u armed, blended in an area adideard to the planting B� and shall ba, ,became 3.14PROTECTION ,,, system hand type of trip, chism, of Monte ,ad separated came a efifich, manscring container Unapped e�vated act shall be comma from re, Patent the 2.07 BACIPLOW PREVENTION UNIT: Mae, red, ,hill be term, pan. heard amended, for a period of not take than four (4) hours and shall b Plant, 0,11 to deadmot fifisapolder Add ,,,.,I or ,hation at place Of Rows, mix train water call it has been per in mccul .,Penn pro. C,,ndOr hel ... kind, add bonfini ,test an areas included in the Contract, hadded, plant andurrieft, D sh�noteakqeorioesofprebcPre Daring the test phomm nnimum test pressure althablOwt D There ,hand most tor AmPliced old InporAid post to 11111 ia,pa01, of be control system and on He Voj�t Are at any The before and arrifig manage of wr fir during 3 05 WEED CONTROUARATEMENT fences shown, gured, safety, aid, an final arded,fianom of the work by The Owned Representative Melpfirefortypre radmomfineUrbi point of The added hand heated shall M 150 pounds per square fir Carrier efird, of ,Do di The amendments, send prout condition latent Maded hurip, and improper andand seek variety and shape chall an muse for andarl Ridedend plants shall an A Weed abatement after ea��k insWIlacon of irrigation system and soil damaged but prior to 3.16MAINTENANCE 2.08 QUICK COUPLING VALVES MO.d bark the or,.[ Am equal plane, bark, A,. statement prect 1, ad dible, a,.. ad felland A E After all b. sprinkler ,lose .ad mean .A,, par. add .,.,led .11 ,A,a.,i wark has Mean 4dG3 OPERATION AND MAINTERAINCE MANUALS The body of the valve shall Issued brass do a wan Address guaranteed to weekend under domagand ,ad on., to mmAvlwmm of sprinkler hand, whonval wI ... ofill cooled And A full Acted Of 5 Substitutions for the ingrand plant prodays of be imbriddifir door the substitute 1, HydrA,aMcd Th hand avoided begin areas A Maintenance operations shall beg in dradedionly after each parts in pointed and shall be demand working pressure of Soapsuds per crude inch wa�PZ leakage chadve shall have a Woman remain ,Me ,,ad to Utah Air the coach far , .,,.am of fly, (5) .,act,, A Prepare and whad to the NnefT Representative with n on or AS by Added at prids, BY complain, of moderate are attended in advance fic Are Landscape Architect add tax buoyed re me dqaAmmly for a Period of Ad dairy after the time all Items of work base one proadedund as specified thATe� speamem at ban .h,tr,d,a, ad reported add dermand, derchns, .,tN.j,, onfired data I and ,,in ... t .... as made at mc,mi best to Order Except for appround varderoP, of substitute plant S Apply iddon of awards st the ,etc at 5 Los ,or 1,000 So Ft to Add barely and to the satisfaction of The Onsidd, Retrandifter, B F At the producer Lf a system flushing, the bonds shop the parned Rod hand Sir 00aIgna in suddenly proappred In individual bound topics of the opembDn scif maintenance or mormormad materials shand �fR� to tire recommended of map, DeAifi�MonO If the expects areas be planted Hing, nnr shall be red brass vide a deal all cover boosted to it in and, a Manner Part IT assertions Own, design requirements under normal operating pressure Contractor shall verify head ,mall Made, be bell Amended mJ impt San ,correct docal to ,mund the Nefterm, Temporal to ,ub,t,t,t�.�t��118,��F,,.v8l.ffi.th�,�,,d,,�t�do,,p,��fi�d suCapor became, A mandeparift We ,by,, ,radere in ,aid, Has, ball be not type p onamed ,,,in dear .ad ad,,. verb, 1, prevented �M deal,, prow.c. andar,pand approth, and intention ded eqbTpmMnL Seabrook Ink one uttered manufacturer information price AS be adjusted In accordance with the provT&ionA of the Contract b Keep pars moist do regular magavand far a pnM AT the (2) wous to A D�r,�,th�.��,,t�,.,�p��,d,�,,fi�l,,p,�,�,bA above ,uld,fornmendichaddlamparribe C that as included for cash emancipator ackwal Earchoompor mandmaauals�aa[TnT�,dethA Pqrshme q ... to, weed .Ad, kept battered at ail brass wends shall fic removed and disposed of, basins and depressions she 11 be Quick Aturrad draft be haddled a, indicated a,. nor Deal, 3.11 INSTALLATION OF RINGANTE PVC PIPE following infl, Turn C Than ,,,M cadeardy, mahnta4cO and cultivated and kept war formed around ,am add shrubs prabor and debris shall be 2.09 AUTOMATIC CONTROL VALVES, ELECTRICAL I I Att�i�endoftwo��k�,appiy'R�undUp fin,rauderyfficandIfinflands regularly ,demand facts pints, and water system Thah U, Thai add Waited, mdaaM shall be Except S,A,,f,.TT,, I block sheet but, Contractors address am te�ep�ce number number of Stand, for free support shall be iMSepolA hand free from Troy, tat cents gred or club Do act irrigate within six (6) hours after apIinaon Hermaidde ther be an kofted end the entire project shall be so came far that a neat and clean condition is presented at A A do any be noted , I other ,etc of tax d ... the dra.i,,s,,,,�HM. of all that would imper strength Stakes shall Us pressure treated birth butrahlomphers, reason Keep works and same except dear, Legally dispose dimmodys malVnaIs redoing "par Valve shalt be TO Same] got pipe and connecting fival shall be outlined in manna] as furnished by pipe begrand, ,red [sit of end ,,at with ,am,, and addresses of lead ,ad a prompre Am 2' damage, by 8 T' long add Reuters at do, and broad by Ad indraided with .,,M,,IY I,,.,. ,far to MFG ,bNfixmMA And drearad gardshad are,, A manufacturer, of ad act And by the Land derwril, Company latedual #772-32A man chral manufacturers for part ad ch time AT many from truth of ancestor to time of iMlomeAting AT sand be capable Of bygm,parmade the finfid annual Activity at me ,,,rude but Pat ads I acted to Maintains, Of the pick at the ,most death old the bardam 2 To, far fiedurd, ties, and be whou am or placement dral, Carl .bear by V I T plabling Audi andrevate weed all remove all paved redifid, add top growth contrurds by 8 adearding year, both, beer to ... t Sods At ad .... to ,,,A, Contractor ,halt make ,.liable the 2 Complete operating and maintenance intended on a I major mandir Products lithe Proultut Lane No, Huntington Beach CA 92649 and dispose firm a legal manner Afternevis methods aimed al far item C Madmin 'a,,,, C shown, of Me monabcdchersta representative at the staff Of the installation and during my be Whom or correct BrmIdA Too Ad Tdr,inaTed herbicide wit and C a wqfqdmm num�r of man and adqu8tO equipment' .a perform he protershad Mark Very, ,had be ,S,I,t,l ....... sort,, he Ford b,thS,t,nm.,, ,five adds con", ... troy 5 In ground to the above maintenance manuals provide the membrane& personnel mand, nQuations for aparmfigns Specified here the time of plarday, unit completion of thadhandmights period and acceptance by the from the Ind. Motor eqLlpMeFt wyJ show smash deffirs, do the awyern Repossessed, at He vacant of the 3 Tax ...... di red be a, foram Near 0 IT Examine shol do tested at a planning 50 PSI greater than the jobjecompy, m�mmodTd widen that at, allies he, bad, Tendered I,) Grenada ... her, in ...... a ,her end r,fte,d day paved 2 also and hand planted boom cover areas, D Ard application of fievidger shall be made to all landscape army just pi the nonevent of line Valve shall be headed in a shod"reft whenever portable and l appeop, working presence for a period of four (4) Marc varth free muldings And regardless bottom PART 6 - GUARANTEES . Apply primmayernift wind Pentrin chemicals do Trend planted qToun�,fOvaT fiddintionagnme, period demanding to the recommendations for the manner soils aboughe rated to �aotm01.d dean and win the center of pipe section whaffirently supported and filled to hold pipe In place To) Guying vare shall be 12 gradger annealed galvanized stuall are,, Da,al,,,,,taT,AT,bbb.�d 2.1 0 GATE VALVES A The entire wal system, shall be unconditionally guaranteed by Contractor as qd,di and IN GuVngcaoleshaHbeam�nimumofMostm�ds makings 3116' to Redoing and antaraftere of makno and Ancient after removal Of any E A unit,, 'hire' pubmi , ,,a a ... orme,papartfich ,bar Th monsped by 'be Owns(, Representative Approved gets valves and an made T-1 13 ofir Hadmand 606,32 wr babook turraing Tall Size add fiespon bar 11 be 3.12 SPRINKLERS ,mmessafty ,�,I,d,,g,,t�,,g.fb.,kf,IW,,a,�l�,.d.f..p,,�.l.f.��(I)y�.r wards by cultural at next 5 day, In puranefin of Th plant O,,,d,,fttM do Man firdayeary, the data of area conamon of can hat Non, mr, ever ... a do,, to arstrimad ,ad Of cloth,,,, ,felt cable A The Contractor Thai be awboartain for ad of Made in all landscape abow through the filed 2.11 VALVE BOXES A All n�SlaY on sprinklers shall be Irchapard after insPllaon all adequate whods, an adjudhdat final payment unal the one man prohmatesommonath, guarantee has pened from date of that to) Lose fiffififfing shall be new or used Td,q one half inch a�,eptMTe of the work Any belactive, wind man"I ready or physical seen removal red be the A wTlteO firan, MMAnd red memory, slime be amproad by the (darear's stem Shall to adjusted on a lateral line for me proper radius diameter and/or gallonage on, ,,c,pW,, guards TO ) mandfirdedd rubber Or Than here and shall be all the came Contractors rmpornabody and To Crafter,dar and repair any damage requiring from midl dratral Five F Reprosentati To at and 5 days pror to ,comment of mAIntenan� period an ,cable earlier was, ,at, ,.Ivan ,ad My per valves shall be incurred in durable valve boxes as town in ,primer of the Camork, bicameral abbir To the deffind, an,,[ to and ,ad ,,a infif times TH a a.M[Dt, .fin 1.1,11, damr, Ad bal be Christie I 11 approved plarl "cal is,, B If aphe one Tom from the date of completion settlement occurs and adjustments in sped ,,act ,,,a,mf.n. of the ,out at it, be. C Ali bropme, ,her an ,,,ask abe, by , parbad Kameda Ah,caddr.ndi NO herbicides that be B Sprinkler hand, and ,,add ,hen undaunted ,.,d,d, to Islas, far firel npre valves add chapter heads or paving in necessary to hown the batam a driving to the after applied andamm ifin obtaining written approval core the led depader 0 Th" antrancon shall make a provide, In Annealed Th plant makere, unal me end of the godraterm 2A 2 AUTOMATIC CONTROLLER offer of the permanent are jet, rentraction ad pan Of the were under his son lead GoR make as plant bond If onfamormay conditions War which might Do aboard to the samenever plant be Spacing of heads shall not andand the maximum indicated on the drawings idcGc�walithA C arfornment, without extra cost to Owner noduall therestraticar of all Planters] planting. broing (a) QuArm cable shall An covered ��, 318 did x 3' lung whits Par Contractor chat hand, the Qatar in Among of the condition or he may he mod prapecten Under A The Automatic Sprinkler Croarafter ,art be T, noted in the ]based Thadmilift,wered the, maximum recommendation by he manufampture oroOefimpmvemenUofTnykInd Shood any fifficurms develop with n She damaged guarantee hiche 3.06 PLANTING SHALL BE DONE AS FOLLOWS: the PdmUAq period which Owner their miss M due to mang meannal andor exempt there defificuldias B Ail seeing to add earn the smar shall be through agal noband Ones and markets al be immediately corrected by Connector to the MtiP,'acTon of Owner at no addlbSnal cast to Th Turnover ,hall bedi .... AT a, cadmium ,Land nal and A Planting of Trees IT Pre mainlenanre inspected and final apersions age to be held with The understanding that the annot The wificalt, shall be backed wheduaLwadif type �nPtrud� of navy gouge 3.13 VALVES �m withir, 48 hours of editor brass m1r any am all fiber damage commit by soon have a 3 dregannum lengthwise opening Mord with screw eyes had base reviewed by the principals Of the annealed Contrafteffir in act once Of the review by Ibis word with zqrmdqn appear eF�el drund inede add out defends Failure of Contractor to resperni a Mary manner to repair damaged conditions ament I Photo, pench Want T,.Tcn,,,d,,atAd ad d.,g, soil domon,wroven before wonfin, Camereflapperancychavehimphydamer Discrepancies anted dum, this advance Soviets art' to be A Quick coupling valves shall be Set approximately 12' from, works cuts header boards, wonder .man pushed meet to repair same and deduct costs Of labor hatemal and Arrangement avoid from by didda, 1 88 OTS birth efinia may be own ad An samfin P the ,it,, .,,card before to, Inspot b .... a, Ali,. offineep,wetiond 21 3 ELECTRICAL, HIGH VOLTAGE .he.d.,,.d R.f.,tc,r,aAllatendeWii Place van, couplers in valve boxes Contractors final Infuldint Mlyna mourrom, ,,aided enown, Mount by Frobarad Product, ,making �Pessafy adjustments as indicated A 'a' car Glen Cheaper If .800) 325-5360 2 Tor par for been shol be dug wome war bottom lost, LUMAL, of aides di to theoretical be I The Landscape Contractor agar poor to the Landscape fUmqwmwd All Par danger kabDnAaM Power Track connection to the. automatic prolumber shall for provided by the Cooper a Ra.te .bt,al whan, Arg Th appeou ,,do, Met a ,d,fk,, d,,t,b,aSn comal to Applied by the C The Owner random The hi of making any emergency Repair Might havin Contractors A M,[,h,, M,l�hs��l[cGns���fpf�ce�sed�wdfi��m3t�al�qu��t�����po;�dby[ntr��ia �,ft�,d2'1,.,,tha,�,d,,"fth,tr�,o�tb,lI ��p,�tO��l,�t,,d,,,,db�ft�m,,h�lI mompubjew (if ,,Sl,,,bl,� Am All address dqummpdtwpAdd Acheron GOAL ad Name 3 ded watnUrmfDrraIhidsfatleNan worker heads A the planting aides far accuTdrachat valve system ,.Trans adi .... Rock and Sand Upind CA, esed 982-6713 Admi smapa at any altionfrov, All poor Th be l�L.P� b,,.,fy,,, a, he, 8nomead method Cher, me its,, prostarodd 1, the ,it the PART 4 - GUARANTEES purchase anchor placement for Owner a Representative's P,dowd pit mail as fudd who act ad per specs �,mug.Ny season by raise approadon (Refer to planting All man vologre work sher ,v installed under this shation Refer to Whing Law throgs, far 3.14VALVESOXES Th Written dografted shall be secured in the completion of the pqW, Ih�ng date aft completion Ands and moving mi C mail firomption I-Amfienced comenumnHydidForche SunmitUl Or type and gradver required forAdiffinsed 4.01 GUARANTEE A Valve boxes Shall be set one inch TV) above the Opening finish grade in Iowa areas and MM inches END OF SECTION E Tail 3 Prepmd�pro�s�dwate�basrnasw�deasp�antr�o��i��at�chp�ant Wanganui Ad shrubs and grmnd�ver shoul or ,indicated by Contractor as W growth and health for period of made, (do) days after is ) above finish graded ground never areas Header babolly,marp We dMich, adopted UP words ould, ball art completion Of the Throfived maintenance pence, andar firm andamend, by the Nears R,prmwmdwv, Alland,pUR4 B F B Planting Vince Deals, and Gfirmacrovers fre ,,,A Thai Up ...... Had a, Contractor to live .,a groand ad dromptomp, upright dwast fider a period Of are red marine 2.14 WIRING, LOW VOLTAGE Valve header amand near walks, and, Leader heads, and paving star not dearness items Top Per norrogre, of the ,,,,,find ,a,MenF,,,, period and/or Inar appear by the Owner a representative Trees in 24 A ,,Ps,,, fied be Utah .in ,,it ,mr,aftembir Ric,dow lack ,ban, G Harder., 1 are and dimpor red or ,ludemb pit, at I ... t on, ,,it an, hall t fin to .... to, the, be �rxem a larger. and all Fail grown summers small be guaranteed by Cwhrob,ser Q liver and ,raw in ,,, S,�.,Z,bl, PrAft Connections between be cohnifin, and remark oper valves shad be made win di for diameter Of the motherm and F before be bottom of the hand Commacheat por at bottom of pit mm�Trr or a Penn A anni T Bear afte, completion of the TpMfiAd �iMonTnn anted, readhor final Muckgramer by the RAN UP type card Tashi standards xide valve marguaboraid, Contractors Wire fider bid& C Valve bass Shall be installed In chand, planters, act to All areas whormho poOaiblU mir offigarden I Leaders ,� most ards, Mh wal apple Soft, and French law, Mall be, IdmmMd ,ad the pit fibed mm .fare ,bI .'a the delta,, of the bed Who, the plant Owner a concentrated or knor closed for donfirmat Air& for grocad up,Pardy and a, registered with the U S Paramour Prectimurn Agency has been property set the me shall be fli led Th the required grade with amended soil and R ficardeve .a.1 ,hen be thoroughly Added by jump,, ,Ad wompro All d,P. Thral be finficann from ,tion, ,him String of wire Ana I AT Thadviding to manufacturer rearopmereandrabod, in ad Less bids man 414 in size 3A 5 AUTOMATIC CONTROLLER LOCATION AND INSTALLATION (1) and comply fastened men approved Manner to the wall, fears P other surface next As Ad on 4.02 REPLACEMENT STOCK P.�.,.,,.pp�l,,t,.,�f-Tr,fl,n5%0�,�l,a wahonliml,anand Me, are planted ,Refer In plane, deal,) The T,t.,a, ,,after,, ,hen be 11fiduld at the Annealed location shown on red Pre. andays demand to Indications recommendations and i�IoToratedinto mand ad All replacement hour shall ad subject A the same warranty mquiremonfin as Me forginal blank Any damage due In 2A 5 SMALL SHRUBBERY SPRINKLER HEADS A� otherwise manded by the Owner A Representative ... anted C) 2 rep%�mentDp���t����hal�b�F��lf�Jby�eLa�ds�peCo�tractor Attmandeardwarryinty,emord Prepare a de,p�nd water Won an wide ad proof rearmly at coca plant WaterthOr�ghjy, in p�,.a-h�ll be prommormthe by the Tenants Construction Representative President darrand and amount Saddlebags plan Morad far manufacturer ,ad ,cd�"afi�� All bal And offir, apdr .do, and take pO,�Bl. I, 11,aaltll, the I Up Ads beentrebe ,prods to Pact - g.a,,c,n aptelinfiburn of Round or or whandent spread ad bA.fll,,, ard, .,do .I,, addrightil prepared abdin of, Zermed, Ali plane add lawn ofince, at in a h�My games condition Thand be Iommd add replaced non place B attended by in ... farm ... Spur, waft ,,VSM, ,am t . a ve to ,.fare with an d qmqCd, of a like kind and dind berms the days of Me next planting season abandoned NneIahallpIovidepmerto�ntrOieC [rrigatt�,Contmcto�Sb�ll�mpletehokup�o Md,wAz, damage PART3-EXECUT)ON contracer 3 Ground Can,, PART 3 - EXECUTION (at Pits finflin sized plants to be appent 4 kmx4 Ground cover bers, END OF SECTION 3,01 GENERAL C There shall be adequate coverage eforth (18 miaimhm) over Me 24 volt dentrid wire Boundearmten phroghdrundemaddipartaphenter, fifirifinfitudlyper presentments wims at 15 0 C and install adjacent to mainline 3.01 GENERAL PREPARATION END OF Quil be planar,, it, wal END OF SECTION - DESIGNED BY: PARK RECREATION AND COMMUNITY SERVICES GRADING I 1 1 ARCHITERRA CITY OF MOORPARK PERMIT NO, PARKSITE AT 161 SECOND STREET SHEET 6 DRAWN BY 5 design I group CA I 1 4 I 1 By up . landxope architecture and planning A PARK AND RECREATION DIRECTOR DATE - MOORPARK, OF 3 1 Lad 1 10221 -A Trademark Street CHECKED BY ENGINEERING REVIEWED BY: PA AND RECREATION ENGINEERING 2 I SHEET NAME DRAWING NO. Rancho Cucamonga, CA 91 730 or .RK PROJECT NO. 484-2800 1 1 (909) APPROVED BY� 1 1 Fax (909) 484-2802 COMMUNITY SERVICES DEPARTMENT L-4.2 PLANTING & IRRIGATION SPECIFICATIONS . A 1 DESCRIPTION OF REVISION I Ft I APT'D I DATE . . . . -_ . - - ----------------- - . I DAVID KLOTZLE, PE EXP. DATE DATE - I WALNUT ACRES PARK MOORPARK, CA F-LECTKICAL CON5T KUCTION NOT f�5 tli�-, III 'A, L !� I'. "I I �:j It 7 -'� 1 .1 'ILIA, 1-CINLY T 0' '� -IAL � 51 - ' TKI LD 'I' �'Al' I j, III I -A 7 , Ili �'TN AIL AB-' %-ATP!A� L , �F'� �I,E) I� ',P'0�'I� LIL,-,FP TAi '�'ION'N NOIr I) tI --"A "it) V',`ff-I 'I I I -A IL I Ili " Vj) � (,�, F""I ',I EL AND -1AIi 1111T i LADILI 11"IFL-Ii I T`1)YYji-I ",I, I TN�l IN, �AYN(� AI� TOE -ON[ LIT' ",",I RL NLIV INI TI-` I' -�T AF [�lt I%I 'I I NP I - AR,()INIOY LIFT OF A�, �OVCD TLV,- AID NILE -A .1 LOt,pL%- ,� of r�L NAr!0NAI LILCIKIC CODE L i YL J � L -1 t, 1 20 L3 NU- AND I)r,,L, L,_tY,,J:Zt D '�IANL)AiL-Y, AND Ti -Ai, LIE 4 �_oy )I It I l, I AND 0 'It P --i'(-NN, -01DIF', A1.1, tVIL AP VOPL '�TPN6LNr 3 IIli IIORL) AT / ED ILI'L'N VLAN TO -PIJ-1 AID "ITTALL TO -[t 11 4 At : NOR' FO LIE N A�--OPUAN,�f Vf'i tilt If) I -i C, - 12C) 1 3 FDC) AND AIL A-I!-�Iii I It DtFLAL �IFA�L AND I OCAI �-LLDE' T , L J,RL A14D �AN � O� At I P[TY;�PILT) 'Lpt.- r AND N'�'U-F!ON CIERF!FCANE" I, ABO', I L,RADL 1--(-)NDI,�! Y�AiI LIL yANDAL P ' It IF ACLOFD!NG TO L -ODE IT MCI[', C ONDILT ',IIAIL BE ' -ONL-I A! I I �N FYI` 'V U APIA'), LX�L�F AD OI11DKW5E APPROVED BY ARCIIITECr p CLI ­C)INEL I ON', ' - IIAII BE C1j1,-1tF,`-,!O1 TIL Ij1JDLR,AOUND CCTNLY�!, 11 tAI DIE ')CIILDIAt 40 01 60 .'VC Pb� LD A V!N%'I,N- 01 ',1 7 �Rt, NAL L PIE ' IT(,L E TLJ�iDt I 1!"1 600 VOLT NL1;LAIL)N AII�DtNIF' CONDUCIO15 ARE NOT FL72!VnfD 1 1 2 AND '�VAI ILI T -I, LIE ' 0ITZI I 10 AND LARGER I 1A- BE ITIANDLD D -L MUM "' "IZL ...... I' BE III, WIt A14D LAeIl, tMAIL BE Nf1& AND -IAI, �t OROW,�NF TO T�tf OTI, IN jNBP:)fN 'AC�,ACI', Ai� ,!N, OF ANT ryPt 5-L 13C IN CONDL,!T A " LNLI'VII ATIR!NC; -1AII EL F"AN 01' T'1'IN 13 ABOVE GIADL ALP -ONNR,�Oii 'Y1A,I E' ' III '-Ot,-NIOC� 01 LOUAI FOY #,� 0' `,VAL� B AND LIE, OC.I, I!IL 101 4(, A' D ARGLR� 9 f"!cI "')IIRIIJ11 ','Ail [11 A:I -I!NI, 1, 11 �.11ANNEINT`, ANY -1:11"JI, PIQIPPFF) FL)P ANY IV- INDFt" T, I IN AN' I(; T'IX NAVE -TYK A��ROVAI - IF 0 N T ON DL` I BE 'ILAVY IN ry IOAD AND NOPSIEPOWLP 'IALI ff IbIrD OK NON llj�AD A -ALI ED 1OK -AIV!NG, AND A', ILL)ITRIED t I N'F 10 TR V DL '-AIL 1) AND Dt' (-L)J%I,-F ' III I I i 0 D L "" D ( - 0 , DQUAL IYAFLD A'� VAN(j1ALIIjRLU BT ',011, 1 L;LCFP,! I­ �2A,N,-FL)N� -bIL DOXI T AND -UVt P , WJil-I BU:iD!FG, Y11AI; PIE GAIVALLZILD �Tt I CODE GAI;Gt 5!ZF AID ACCtL5D!5LL I LL�IRLCAL CONIIIV,(-101 �,'FAI i R' TO"D IiL '!LID C11AN(,E'T IN '1D I101" k, TNL OU -FOGRL5YrD AND I -ON TALL I'j1,N OVF' ICI ITIL "DANIEKA FILOORD IIET 01 PRNT5 5IIOW!NG TTIL CNANGU, '3 ALL fILLCTR!C WOR, L111ii EL N'LIAIILL) TIL A, TO EL READILY ACCIE5511NE 'OR OEPAPNG, ',IEK\DCIN(i MAINTAINING AND P-�AIRNG -1ANGLKY NIT DE Ali M15CELLANDOUT 5TILLI, 51GCh AD CITIAN ET5, ROD5, tl,� . NLCL55API FOR 1�1t] N�-TAILLAIION 01 OFIL AND 5YALIL 5L 1AIIENIED TO -EET, CONCRETE OB 'A'-ONF',. BUT NOT TO ALL CONDLTT 511AD, BE CONCILAITTE) WTILKE ' 952IE LXP09ED �ONDIjJ�, '�'IAIi CL N YrRA1l-1T INL5 PARALLEL W!T11 OR AT FGYT ANGIE�, TO COLUMN LINED OR Elt-I AID 51F-AlAIIED IT LEATLD 3' FKIM WATER LINEI VILEREVICKTHEY RI I ALONG5!E)E OR ACRO -T T1jC'1 :Nff� TOIDUCTOKI 5 -ii PIE ON CONDUIT Dlj,--", 01, APPROVED RACDWA1',, I ALL 9G DtflAj E tibOIDI FO nL FAC.10t�Y VADL UtEND', I !VATE i!GITING IY-ILV '�' I r I�ALL IOFBtE O'NINPIENC11 NJ11 PUBLIC LIM!" TO MAINTAIN t(T'L� �, �ARA 0 AT "1QLLltfD BY TIIE -TIJT COE-ANT'� 7 CONNPACTOP, 511AIL BIE EE9�014T!fiF ICR, -ALiIFJ(; I OR ANY AND AL, AND ' TY N3�ECT!ON5 b A , GROUND CONDUCIF)PS �,-i; LIE '�'L!CLL) TO(,tEr`IDR WIN APPROVIED CONNIECTOR AT Ybi[ BOXL� A14D CONNECTED TO GRO�ND TUG N'-T)L -OIL 9 5EL M�RII GAN'� -OR, '�Il, - UWEi�� AND WATEIZ T:rC ) M-KOIDfMtENr5 PRIOR IF -TAFT OF CON5NNUCFION 2 0 CONTRACTOR 5IIAj -COIrACF D!GAjLRF'FDK VA�Z�C)IT'R!ORFOTRL'Cll�IGA5'�tObIRLD 21 F'ItLE Fi AN5 ARE IC'1tDA TIC AND AIR L FOR 111L -�V,-'ODt OF 5-TOWNG 'IOW FOCONNIFCFTIIL1Ei[ECFK!CA[ 5Y9TEM W�FILL r1ItDRAWING!'�ATACrTJAi 5CAJE, TITIE 5YVB015KLFLKLNCED ARE NOT, ANDMAYAF LART05110IN FtICOJUYVELL N�LACL`3NOTNTIENDIED T�11[ CONTRACTOR, I To F! ELL) VERIFY ALL TT!L! IY COM�ONY LEKVICL -0LNT5/M[T[R LOCAPON5 , POLED, �ULL EOYE5 BUILDING 11G�FIUDC TLON5 51LRADCIE LOLj!�IVIENr jDCANON5 AND OFFiIER ELIFCrB!CAi A?PUBONANCL5�R!OK T05rAKTOFCON rRLCDON ANYD�`TCRLPANLLL5ARLTOeO A DRL55LDTO TYIIFCL1IENTBYMEAN5 Of A RDQUF5T FOR :NIOIDAFION' R11) CON�RACIORR 9 TO VIPt-Y AL� j CTIF jOCAFION�) WI �11 F11L CI TY PRIOR TO 5TA,,r OF CON',TK(jC1L)N AND DURING 5TAAI NG RIEDER TO JIGIIT 5TANDARD DETAIL POP 5TANDAK � CON PACTO"L '�T'IiL CONTACT D!(; AItRF FOR 1AR:L ObT PRIOR TO rRLNC�N(i A) KIFOUIRIED 22 �A EL CiKCUFT DIRECTORY TD COMI'LY WIT11 '3IECT!ON 405 4. CIEC 23 NATIVE 50:� 5NAI, PIE ACCIEPFAEDE FOR TPENCII PACF FILL PROVIDED TFIAr TINE F:L� MADER!AL ULFIED 911AII PA55 TYIROIjTN A I SILVIE (011 Y11NDAKU!T) 5EIF NOTE',, DETNILLI 2 24 CONTRACTOR 5`AIL LABEL LAC'l ' FCtJIF W-1 "ItENOL !C, PjAiIrIC LAPILI. TAG, IN ANY U1FV!Ct UNIT 11A', ACCIE55 F'flF 511AIL N(AULO I G11F EbLi II `ANYL5. AND LTUFL" PANEL, CIRCUIT NUMBER AND VOLTAGE '-'IAI; 5L DLNP1!LD TAG', `L'IAdI BE AFFIXED IN!T'I LUION 7!p FLY 5FECTICATION5 I ALL 'D[L BOYf5 TO BE TYPE 3 112 -B '10 112 X I ; 112'X I 2'D) WIT -1 CONCRETE COL T DOWN COVER MARLUD UfCFKICA[ , L30X CRIED, I !I) C9ROG) iffAVL 3 5LAGY OF GONDUCTOR5 IN PILLBOX. �)!ZE PER, 5CCTION 370 28 FLEC 2 FU5E FOLDER5 TO BE WATERPROOF AND j, !!',TIED 3 ALL CONDUI I BILIOW GRADE AND OUTY01f OF TARLNG LOT OR ROADWAY TO BE MINIMUM 3/4'5C1IEDL[Uff 40 4 AIL 5�� CIE, BELOW GRADE 511ALL BL MADE IN APPROVED PULL 5OXE5 AND 511ALL BE WATERTOI-Ir LJ5f ONLY EPDXY ENCA-.')ULANED TYPE 3V [I OR EQUAL ALL BELOW GRADE CONDUIT 5NAL BE �EAIIFD UPON COMPLETION OF N5TALLATION G ALL ELECTF!CIAN5 TO FIAVL PROOF OF CALIFORNIA DLECTPICNN5 CDRT!F1CATff/CRJLX`JF!AU5 7 ALL ABOVE GRADE jbNCDONJ EOXEI TO PIE WEATNER PROOF 51ZE PER 5ECIPON 370 25, CEC 8, OVR AND CCTV CAMERA 511ALL BE PROVIDE BY rNII C! IF OF MOORPAKE, AND N51 -AIL ED BY TYILtR CCUJ VffNDOK GENEKAL NOTf�5 I T11E 014TRACTOR 5IIALI PRffARff A CONDUIT LAYOUT DRAWING NDtCAnNG Unt LOCAUON OF ALL EX15TING UNDER POUND UrIUENIE5 AND T�[ R JTNG AND DIPTIFI Of ALL NDWUND RGROUND I'LLDILP, AND BRANC� CIRCUIT CONDLJIT5 TIV5 DRAWING 51ALL AL50 INDICATE FIFE UNDERGROUND P[LIMBING, PIPING AND ALL OT"EK UNDIERGROU D 5TRUCTURE5 NDWAND EY�51`ING TILE DRAWING 5NALL BE U5 E D A5 TTII: 3A515 FOR COORDINATION 3 rWffN T�Ntff D150PLINE5 T�Ntf CONDIGIT LAYOUT DRAWING 5HALL Dt 5L)EVITTED TO FINE CLIENT fOR REVIEW AND APPROVAL PRIOR TO CONDUIT IN5TALLATION NO TR ENC11NG 5NALL BE 5TAFTED OR, CONDIDIT 5F1ALL BE N5TALLLD UNTIL T1115 CONDUIT LAYODT DRAWING -TAIi EGEN 51JE5DITTED, REVIEWED AND APPROVED LEGEND BELOW GRADE ILLIECTRICAL CONDLj!r AND W!RIU RUN 5LL PLAN5 FOR TYPE AND I OF WlE5 CONCRETE UNDERGROUND -bLLbOX 5LE 5PEC I AND DETAfL C/EL 3 OM TYPE 'A AREA LIG�T Ift LUVINAlff 5C�IFDUUU 5IIELT ILL I AND DETAIL AILL 3 0-21 TY7E b AREA L!GI1T ILL �UDINA!Kf 5CIILDIDITE 511EIET EIL I AND DETAIL ItIL 3 TYP C'MONLAVINT DG! -1T 511 LUMINAIRI 5CINIDUI_1 5N' 11 1IL I AID UITAL 1111L 3 TYPE 'D'ARfA LIG�T 5ft LUVNABE 5C�NEDUJU 5�[Eff LL I AND DETAIL LILL 3 ICE AND AT4T 5tRV!Ctf POINT VERIFY EXACT _O(-,ATION WITY1 Jr!L!TY WC)R-, ORDER I 00A, 10, 3W, I 201240V KILTEK PEDE5TAL 5EE PLAIN FOR METER PtDtff5FA1 A AND DCTAIL5 D/EL 3 A-1 CIRCUIT Dt,`DGN�FON , Yr # Nr)!GAITE', "ANILL RL!VANNG #5 INDICATE CIRCUIT P05!TION5 A VIFIGATI)N CONTROL i LF� j CCTV CAMERA LOCATION �)EE If TAIL NILL 3 TITLE -24 AFTLICATION CATF-GOKIF5 N LNDT ACP�.[5 VOOKPARIA 9tt 511EET EL 4 FOR MANDATORY VILA5URE5 L G1F!NG POWER ALLOINANCIE FOR GENERAL 11ARD5CAPE A L DIIVTWAr"� PARLING 5TAi 1'3 AND PINNING SITAND5, 501EWAL.O5, 5TA!R5-3,200 5 F Of !ILLUMINATED NAID�CA�t TOTAL G NEPAL LIAR05CAPE UGIIIANG AITIOWANCE= 1,432 WAT75 TOTAL F15TAITff) WAT15 - 420 PILII' OL I G I C PART 4 OF 4 MONUMENT 5GN ALLOWANCE LXTERNALLY LIT-4ti 51 MAX!VUM LUMINAIRE 5CHEDULE 5PECIfIED BY. V15UAL CONCEFT5 LIGHTING, INC. 656-278-4503 5HFFT INDEX 511LE, # Elcl�l I LL I NDITE� '��DC!DCANo,,,, Fort,, EI 2 [GF1T!NG PLAN. ICNILDUILL LL 3 DETAI� CL 4 TITLE 24 TITLE -24 AFTLICATION CATF-GOKIF5 N LNDT ACP�.[5 VOOKPARIA 9tt 511EET EL 4 FOR MANDATORY VILA5URE5 L G1F!NG POWER ALLOINANCIE FOR GENERAL 11ARD5CAPE A L DIIVTWAr"� PARLING 5TAi 1'3 AND PINNING SITAND5, 501EWAL.O5, 5TA!R5-3,200 5 F Of !ILLUMINATED NAID�CA�t TOTAL G NEPAL LIAR05CAPE UGIIIANG AITIOWANCE= 1,432 WAT75 TOTAL F15TAITff) WAT15 - 420 PILII' OL I G I C PART 4 OF 4 MONUMENT 5GN ALLOWANCE LXTERNALLY LIT-4ti 51 MAX!VUM LUMINAIRE 5CHEDULE 5PECIfIED BY. V15UAL CONCEFT5 LIGHTING, INC. 656-278-4503 TYFIE 0 5YMBOL FIXTURE VOLT5 --w ;;::LJ LAM P5 Z MOUNTING 0 DIF5CRIPTION MIFR 4 CATALOG NO. 0 0 3 -3 ,3 �z 0 CL/ U 0 CL/ TYTT �ddt� d-6 j < 0 >1 EL -i N CLI (L CL/ 0 o 40 LID :� 0 LL- 0 AEFILA UG1r DETAIL AIIL 3 CRIEL FIXTURE) AR DR 5M DA 04 C,U­B�Y 700 40.� DLL4/f13) AV P.111 AND LI11TI1C II.L111 0 0 u I-- ? ��o F E S S MILTON C NIEDERHA DIP. 9 14 OF cm-\ kL Rcvi5ion5: A1,PL III I � I I . IALI II'VAIGIf. 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NEVA 3R 5rA VLE3'-, LILL ',L 01�TDC)01, 5ERVICif ENCLOSURE AGE MOUNTED INSIDE 01 AVAILAD,T FAUL I CURRENT (AIIORF C!RCULF CALCULATION) 15 42,000 A P5 WAIN E)RtA'LfR PEDESTAL 5 'TALL BE FLAIED FOR 42 LAIC VLFR 11ALL DL t0tj!�-Lf[J W!r,l UL�r btoC�5 5! TL L A NOTE I 20V !G"L NTLRNET­/P1lC)NL '-5iERVO1E V'OL 511AD-5t: IN 5ACA9.Dt DV1, 5IIALL ALCO BE N3TAN; ED IN T'Ib 51:�,LON CADINCr ON "[ MOOD OACI�50APID ObAD RCCETTACILL !N BAC, A 7 SECTON FOR DAR 5IGNAGff DIMEN51ON5'' I 8W x 2 5' H. TOTAL 50LJAPE fOOTAGf - 45 5F, 11PE C I IT BLOC - WITH I.TRINAL MOUNTING PEDESTAL 'ANEI A 1OCAUON AILLT DR A.I�EFR5 5tlALL BE LYE13POW 7 T G Cltrf,4 5ffRl1f5 RATED AND BFIArTfFL5 AHAILL BE 5ERL5 VOLTAGE 120/240 glif 3 AIC 5YV 10,000 BIDS 125A VAIN OCA,2A PAD RA15LD 2' ABOVE V AR.OED ACCORDING E AND' DAK.EED :��/�p TED L M C I 5 P VI L KADL 5TCLlf IlYrilif TO NEC ACCORD!NG FO NLC NATTAGf 9 T AGE LOCATION I , 0 1 0 1 T LOCAT! I � FtACif W!T'1�3/6 5fCTION VIEW UNDER CROUND OR OR G 5 R It R K 1. 5 GI CA I Oil VOUNLINNG BOtT5. L OXY LTRONG BOX, PULL (A) AREA LT5/ MON LT5 455 b 1 11 120 1 A 1 2 1 SPACE IN A Ou ICrPAD 5ECTION MODEL CCTV CAMffMDVP 300 1 1 1 l20 3 B 4 SPACE 1!GNA(,l Ell 1111111 C RRG C014TROLLER 3GO I 1 20 5 A SPACE 2 SETE PIAN 5 FOR RE AND ONDU! 5 C CC POCONTACTOR 300 1 1 20 7 B 6 SPACE TO EY15TING 2" SPACE 9 A 10 SPACE GKADE SPACE 11 B 12 SPACE 5OURCff 5PACC 13 A 14 SPACE ROACE 15 13 IG SPACE f1L 5UB5TPUCTUFL PROVIDE t,/6" , &CO-ILR 815 GOO NADE5A !Nt ".A TO 2" 0 LOW GRADE CL -AD GKOLND POE) WLT'l KIRS IL TOT L WATT 1415 HALL III SERIES ------ PRO ------ I ILCL55LD , BOX AND LEVEL WITH SMOOT GKAV L #4 COP ER GAOUND WIPE AND AND A- OVED CONNECTOR. �BRI TOTAL CA 8 15 NATTE, 'ANEL Mr5 1 9 RATED AND MARKED TOTAL 00 GOO WATTS (;I1 P"A5ff LCL AMPS 6 5 ACCORDING TO NEC. W�LAVTI!ltl UG11T COVER VNEA, CONNECTION PER VAUFACTURER5 AFTER CONDLJ!T l VIEW CO%DU'T N5TKUCrON5 1`45FALLATION. (A) CONTROLLED BY, "OTOCILL AND LIG"DNG CONTACTOR AND WIFI-5. P�N5 METER PEDE5TAl LIGHTING CONTROL5, 5CHEDULE, I -LINE TYFIE'C' MONUMENT LIGHT C 0 D AND INSTALLATION DETAIL PER CEC I 10 IN5TALLATION DETAIL ---------- Z� CCTV C VERA PIOV I DID AID N5TALUED,BY ACT 00 VENDOR &VAX FULL CUT OFF LED MOUNTING IIIIG11T 50LJARE STEEL liiinup,E� SEE POLE SEE ow C 5 CHEOUL, FINTURE 1 om SCHEDULE 1 CONT CTOR 5"ALL 2 PROVIDE ELECTRICAL lw�'.­­ l.,1 P. 0 FLE5 FOR THE CCTV CAMEFLA TO HANDHOLE IIANDtICUE TO FACE HAKD5CAPE ow ONLY CCTV VENDOR TO Will TO 1AV11A GROU ND LUG AND MA�If I T CONNECTION. 0 C SQUARE BASE COVER P GALLO 5H N PKOV!DE NON 5HKIN., K N p�,d­ ft� P­.`�. I T B 2 FOUNDATION TO T, 2' G) 0 P D AS GROUT UNDER BASE G 0 T U U R B -=V�7 h" 200 ABOVE GFLADE B C V G D PLATE ,DATL G RADE VA TO 20 2 'C X M N6 CON "IT AND Will AS D -2g 00 TO 4 ANC'IOP, BOLTS (4) 5�10 ON PD%N5 1 'o- ON P- 174 - 2 r 2,). 314' P 30"L � 3'I ­t , _P 1 4 8-' W! APPROVED RA CONTRACTOR SIALI AL50 'C 0 J,� h.- I- it UPAL CON, , IT , GNE) CONNECTOR FOR CCTV CABLES 411 A 0 ROV!D ED AND .2' T � LED NSTAULID BY CCTV D BY T W1 , REBAR (4) #4 VERT W, �3 3 110KIZONTAL 12 'OC WIT" 3#3 VENDOR WlT'l!N TOP 12� # A #4 B B VI N 3- CO CRLTff COVER C -�RER WME 560 C 325 P.0 C.AGAIN5T C UED IN Un DISTURBED OR COMPACTED BASE (95% MTN ) EAR FIT 'D' AREA LIGHT (DTYFE IN5TALLATION DETAIL 0 U tj u 3 -3 0 U U 0 0 > 0 Cj/ U 0 0 �z :�i o LL- o 0 u In 0 oFESSi I TON P NIEDERHA E B636 E�c.- EXP 9/14 OF CPL IL 5heet Info: D -r, E, FJD Ch,,k,d By `?5R S­1� NT5 D�t� 03/C)G/201 4 j�b N� AMP 13/10251 IL 5heet Title: DETAIL5 IL 5heet Reference: EL -3 51,—t 3 �f LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG -MM Rd ­ z. E 7Z, Z . ...... .... A—— CERTIFICATE OF COMPLIANCE (Part 1 of 4) OLTG-IC 3. W—ly Sig, Lightly C1.tI­ lolls Tl ­ N-10 ... To. A.R., . y P,i..ip,l Ligll D,,,g.,, �C! (I,, SA—Tt T.q �l 1IT11 IlS11CRO. 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