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HomeMy WebLinkAboutSpruce Avenue Park VICINITY MAPS l BA$F_ t I NE RQAD I JRK ■ ,:ew is J- ,L7c- i i e s I,: I 3(TELewij I J- Ionies v T OF CALIFORNIA L... FDOTHILL VD � I �1 r---------1 ------------ SITE LOCATIONo VICINITY- ,M0 ID GENERAL NOTES 1 . SCOPE OF WORK - FURNISH ALL MATERIAL, LABOR, TRANSPORTATION, A. THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION EQUIPMENT, PROPERTY AND PERFORM ALL OPERATIONS NF_CL=SSARY TO PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED COMPLETE THE CONSTRUCTION AS SHOWN ON THE .DRAWINGS, OR AS BY THE OWNER. REASONABLY IMPLIED. INCLUDED AS PART OF THE WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING: CONSTRUCTION OF ALL B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS CONCRETE FLATWORK, FOOTINGS, CURBS, A/C PAVING, FENCING, SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF SAND/GRAVEL/BRICKDUST AREAS AND INSTALLATION OF ALL APPUR- ANY WORK UNDER THIS CONTRACT. TENANCES AS INDICATED PER PLAN, DETAILS AND NOTES. 3. A REPRESENTATIVE APPOINTED BY LEWIS HOMES OF CALIFORNIA 2. GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE SHALL DECIDE ALL QUESTIONS RELATING TO INTERPRETATION CITY AND COUNTY CODES, STANDARDS AND SPECIFICATIONS. THE OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACTOR SHALL KEEP ON SITE A COPY OF THE CITY CONCRETE CQNTRACT. STANDARDS DURING THE PROGRESS OF ALL CONSTRUCTION WORK.cc :a - It cc 0D THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOk SAME. 4, DISCREPANCIES IN PLANS AND/OR ACTUAL CONDITIONS a SHALL BE BROUGHT TO THE ATTENTION OF LEWIS HOMES' REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. W APPROVALS WCity of Rancho Cucamonga S : 6NT I TLE SIGNATURE DATE w Community Services Directo oLOJ 0 , City Engineer _��� _ _ _� � ' W (� _ R Building Official cf) rm — W L W REVISIONS fA J ti ►:E , ' � ' !� � � ; A►r � _ . �_ E'ATE N, :,TATE REVISIONS BY : APPR;)VAL DATE o -7/;/J�.. NOTES i-� t,EHEET INDEX S,�,.�r� , ' DESCRIPTION SHEET NO. DESCRIPTION SHEET NO. r r ; TITLE SHEET GRADING _DRAINAGE,_& L-1 EASEMENTS PLAN _ GRADING & DRAINAGE DETAIL �-3 soci s nc. CONSTRUCTION PLAN �-4 CONSTRUCTION DETAILS Lan ArchitectureIRRIGATION PLAN 6 Environmental Planning t TION DETAIL �.�. GA 8 3616 Main Street Mission inn Rotunda Suite 205 Riverside, CA 92506 Ph:(714)-781 - 1930 PLANTING PLAN_ 9 PLANTING DETAILS. 0 osc�p t PLA �- 1 CONSULTANTS o�QNH�u.,,�,yo'�9c y 20 )ELECTRICAL DETAILS, E-2 FL.ECTPJCAL; C1VMCz MADOLE AND ASSOCIATES, INC. :KEN MATSUOKA, E.E., INC . qnnw. Pt"79 N. TUSTIN AVE. SUITE 10 OF SAN BERNARDINO COUNTY 545, CA. 92667 545 N. MOUNTAIN AVE. SUITE 105 UPLAND CA. 91786 �l4`e '1714)833-7761 (714)946r-29491o�cA��F r GENERAL NOTES CONSTRUCTION NOTES & ESTIMATES OF QUANTITIES BENCH MARK : 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public &--CONST. 4" A.C. OVER 4" AGGREGATE BASE• /6 ¢/$ $. AFeWGI-lIff,4/" /VO eb;-0 Works Construction - current edition. Contractor shall be familiar Ar rf� male O/='IYA vk=y 4 k✓,5. f/�lH ST 4��T !f� � ffA✓,E/1/ with and shall be responsible for adherance to these Standards and @—CONST. 8" CURB W/24" GUTTER PER CITY STD. DWG. NO. 303 . 4.57x7 L. i B.3 fT A/ � /�Th'ST, F.=r ,W/1/� Specifications. 3�---CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 306 W=30 ' . //35 ✓� /-//V {•V/G 5. ri4G IN x0n4r rH� 2. All pipelines or substructures of any kind, telephone or power poles, ,E. F.,/y�0��q y,�Q,C7`Y�1LG water meters, valves, fire hydrants, etc. shown or not shown on these a--CONST. PARKWAY CULVERT PER CITY STD. DWG. NO. 506, SIZE PER PLAN. ?7.971-./'` .5. ZNAyN1= plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected (�)---REMOVE EXIST. REDWOOD HEADER & JOIN EXIST. PAVEMENT. in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize him- a--INSTALL 2" X 6" REDWOOD HEADER. self with the site and shall be solely responsible for any damage to (D7 --INSTALL STREET LIGHTS , 9500 LUM. existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. a--CONST. LOCAL DEPRESSION, CASE "B" PER CITY STD . DWG. NO. 518. / ,�f{ 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering t;)\--CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504 . Department prior to any encroachment or construction within City of (SEE PLAN FOR W.& V. ) . • Rancho Cucamonga easement or right-of-way. S. All grade stakes shall be set by the Contractor or Engineer. Paving @)--CONST. 24" R. C. P. STORM DRAIN. 326¢ L./ stakes shall be set at all hinge points, edge of pavement' points within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. 6. All sewer, water, electric. as hone or other 8 p r utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, cow ' pacting original ground and all sub-grades.shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to verify stability oil content and Gradation of asphalt Paving 9. Prior to installaticn of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: . Sieve analysis and sand equivalent of aggregate base. w _ 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to. determine structural sections (prior to final plan approval) W 11. When improvements are to be placed on native soil which consists of a ' / /y rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall 8• 0CIP, be filled with a fine grade material of a quality better than the nativo �, 2 v� material. /O' /O i 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 1� registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly ; g applied at the manufacturer's recommended rate for the full pavement = wSGGI"� QO width riot to avid ' _ Z IL 13. Estimate of quantities is provided by the Engineer only for the con- o , �_ J� venience of the developer, the contractor shall make his own deter- i J W urination of construction quantities before submitting a bid. Any 4< / S item of work required by these plans which is not specifically listed OFF GUMVILINEA R ? Z in the estimate of quantities shall be considered as included in the . 1REWAL.K NOTfi W N other items of work. AW OWT. 2 W t9Ts4. ?4112.3.2.3 TO 29193 ¢.5 a 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 oJ shall bconstructed at each intersection. T Y PIC A/LV T`s S E C T I O N 15. City approval of plans does not relieve the developer from responsibility ' for. the correction of error and omission discovered during construction. SPRUCE AVENUE Upon request the required plan revisions shall be promptly submitted to = u, � W the City Engineer for approval. ✓r4 z-v� 7o J � y 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 17. Native soil to be scarified or ripped between median curbs prior to fill placement. 1 . Contact all Utility Companies as required, 48 hours prior to excavation. Provided for your convenience are the following: A. San Gabriel Valley Municipal Water District Mr. Bob Stallings (213) 969-2718 for Base Line Road construction B. General Telephone (800) 422-4132 • for underground service C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 D. Cucamonga County Water District (714) 987-2591 � o�c�cic /ate 9641 San Bernardino Road Rancho Cucamonga, CA 91730 N E. Metropolitan Water District (714) 593-7474 I P.O. Box 54153 1 Los Angeles, CA - 90054 F. Pacific Telephone Company (714) 999-5639 F7� y`� ",ea C14114 DESCRIPTION of REVISION DATE PPROVE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR oy CITY of RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR r`fiA STRUCTURES SHOWN ON THESE PLANS AREjOBTAINED BY A SEARCH OF , PARCEL M A P NO. 9829 VAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE a <� � � O EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE r(a CONTRACTOR IS REQUIRED TO TAIL$ ALL PRECAUTIONARY MEASURES TO OROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES ��� NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION csvtcr TITLE SHEET OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR � APPROVED BY ATE , CITY ENGINEER RCE No 23889 . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY __�� c'r•,.,,��`\\\ :FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- �t� �G*�� DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- NOTICE /e.1 p. OF SAN BERNARDINO COUNTY MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR SHALL VERIFY ALL CONSULTING CIVIL ENGINEERING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CONDITIONS AND DIMENSIONS DRAWN ANDLANOPLANNING SHEET OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND SHALL REPORT ALL DIS- KEY MAP ssa5N.Mountain Ave.,Suits 1105 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CREPANCIES TO THE ENGINEER /j(.L•�• UPLAND tainAvCALIFORNIA9170 2 PRO.IECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PRIOR TO THE COMMENCEMENT PHON K(714) -ow--09-49 OF CHECKED /�0/ RCE. No —� DRAWIN G NO. OF THE OWNER OR THE ENGINEER. OF WORK. G/ry DATE FILE N 0 4?Y2T-e; -W%NW% w R N BENCH . MAR : cb GENERAL NOTES:S � BENCH MARK NO. 96-B �0 2/.5� 2.5 /2 I8 AT THE NWC OF HAVEN AVE. rAgK IVAr •� r 19TH ST. , 44 �T. W. 1. All work shown hereon shall be done in accordance with the City of Rancho • HAVEN Cucamonga standards and specifications, and Chapter 70 of the Uniform i 83 FT. N. '� 19TH STT. , SET DRIVE PIN w/C.S . TAG IN TOP Building Code, latest edition. - Q 2 / ' 20 AT THE E. END OF AHEAD WALL C°A�C � - � _ 2. Prior to the start of grading all existing vegetation and debris, including rAl'�K/N6 KIN6 FOR 3-24" CMP--ECFV. 1430. 6863 but not limited to existing structures, footings, foundations, rubble, _ trees and root systems shall be removed from the site to the satisfaction -. of the Soils Engineer. 3 /s• CONSTRUCTION NOTES & QUANTITY ESTIMATES 3 After removal of debris, any existing fill or disturbed natural soils i�, /, /5• shall be excavated to the satisfaction of the Soils Engineer. 2 p•/, / ,• CONST: ¢" ,4•G. rA�EMENr OVE/r GOMPAGrEv NAnvE p5o&. 4,867 5• 4 The exposed soils shall then be inspected b the Soils Engineer, and /V I-0*W4 373WIZAArT' p hall then be made in accodance with ` � Q comor. cot cilAo oNi-Y PER G/TY Of R/WGHO GUGAMONdA Orli NO. 30/ 435 L•f. any additional over-excavations �- the Soils Engineer's recommendations and as contained in the Soils report. / ! o--GONor GONG. vo (ouTTER PER vEm/L HEREON /412 L• F 5 The exposed soils shall then be scarified to a minimum depth of 6 inches, --C,0N5r Gu" � GurrE/C PER G/TY or PCANGf/o cucAMoNm 70 1_-F brought to proper moisture content and compacted to at least 90% of the 4 0 ro. NO. 403 (MOv/P`/El.? - (/" 0-F) maximum density, as determined by U. B.C. Standard 70-1 or equivalent compaction shall be obtained by methods specified by the Soils Engineer. SECTION A-A ' rocks greater than 1" in size shall be removed from the 6' of scar ©--CONST UN/�ER 3/pEWALK /�/CA/N rL`/C G/Tl' Of /Cr9NGH0 GUGt�MON6F4 I Er4• /5 L•f All rocks All 5 rP. NO 507 (W - J') (�' 10 0211) ifi40UA'I 6. If any unforseen sub-surface structures are encountered during con- 6Q--5EE /�/CGf�/rEGT� PL�1N3 �v/C 5TI�CUGTU/�C�1L l7Ert�lLS LUA'I/' struction, they shall be immediately brought to the attention of the Soils Engineer before proceeding further. 0-GON�T H�1N�7/GAP 1C/'IMP /'ER IaETA/L HEREON / �• r F44. 7 . GuLVEI'CT PLR /aET�/L f`/E/tEOYV 7 . Protective measures shall be taken by the Contractor so as not to cause �--GONSr .3 any mud, silt or debris to be deposited onto public or adjacent property at all times during construction. Any mud or debris on public property �--CONST 030 11 R.G•P SroRM i7RA/N (/25'0-�J X07• 'F / shall be removed immediately. Dust shall be controlled by watering or 1 to GON3 T 24" G.M.� R/5ER �,C�oxi� /G4CrC Wim` /� G�T,+�K. fh!yt7E-+A�/ other approved method throughout the grading and building construction 11 GAN3T lf/Q" A-0. PAVEMENr e G•M•P INLET 0•F operations. 8. Prior to the start of any building construction the Contractor shall @2 -00NOT AEGTAN6ULM VAAlty P/PE, PER VCrAlL HERWON /[�V/OT Tp��p7E 3 E!�•with certifications i cations from the Civil Engineer and Soils a+�K�rOP CObRn/NATE19 PV/TN LAN9D3GAPE PLANS, PROVIr IN6 PY!/'C �1GK3T0I GON3T furnish the City th r Engineer that building pad subgrades are within 0. 10 foot of the approved • plans and that the proper compaction and preparation has been obtained. ' !~ TrR� f TD/' Of TUD/N6 -GO/V3T ICL C! /� c�ry 957Z) / M2 (W /7'/ _ /7 C.F. APA 9. No grading shall commence without obtaining grading, permit and notifying >4G P/IV/N6 "/ / � E �T � ) " LJ ���� ��� K ���> � �x G �� �� �• r. / _ grading inspector 24 hours prior to the start of work. R .. �e VL.lip � �/e UP . I2 wlaE GURe 10. Responsibility for radin and inspection shall be assumed by the - • � .. _ . �5 •-Iy07�tILL 2'//tir/i+�TinN/`X'1�it �ft�E �1Rt G•�•k/�o• OTD• �W � ���' - Po Y g 9 P 0.0$ Engineers of work in accordance with Section 7014 of the Uniform Building IC/GK/7LJ5r Code. K�J /N>TALL 4"' VC.,1 Oi�W1W L.IT. RW,V G.G•wo MVND• A!d �g9..Or'i L•P - - , �//V37 �� 11. The Soils Engineer shall also be responsible to verify and report that �LL GLA /-AIiT /NtC.G.IGSTD AA9 Q/ 1 proper compaction has been obtained by subcontractors and agencies concerning utility line backfill including, but not limited to sewers, C/" GONG. �iv.�7ALL a'xs" /�G•� A✓y�• / water lines, electrical, gas and landscape irrigation lines. ,8 , 12. Certificates of final lot grading are to be submitted to the Building CONC. "V" GUTTER DETAIL and Safety Division prior to final building inspection. s � 13. AN A0-OUILT 6RAG/N8 rLMI AND 0C&1r'1MT/00y OF GOMrL,✓ANGE WITH OAVo 6YRAt7/N6 - - plan is to be submitted to the Building and Safety Division prior to f/1V/31•lEV a'x G' STEEL 6�►1,.Vi4N/ZED •StQUAV!'E release of grading bond and prior to final grading inspection. 3uRfAGE 1 OF &VE)V IA rUAIN6, EXr00Ei7 >l/lC/ACE M OE 14. See landscape architects plans for slope planting and irrigation re- quirements. e•quirements. F/NIIHEG WWW LINE 15. The undersigned Civil Engineer will be responsible for professional inspections in accordance with Section 7014 of the Uniform Building Cod*. in,ha �. G U G• II \ St. Lic. No. C. E. i \ oror wnp s,3 A4rs 4 . / 16 Apply contour grading techniques throughout pro?ect. ti B, PINVC//10 LOr f3. cc : � ala+►K .•: l oy RECTANGULAR DRAIN PIPE DETAILS rE IL FIELD 5TAKING TO BE PROVIDED W LEW15 HCME5. W Awli_r uPscG• &Amp N T 3 - WCn AMP DETAIL � W HANDICAP 8 a � cn W z . 50/L 5 �N6/NEf� Cro cc 3 /N5TALL FAMIGI�TEW STEEL 5I,DEWALK W W CUL VERT GF/EGICixep PLATE COVER PF� �/G//�4itd MlLL5 �r45�L• re�risea for your coavesitace are the follovza L -JALHAMpIKA OUNPAY IrE N� 11 -/07 2� N f4(4,24 �AI�Lc`. �q r : rr/E / STYLE � �NQ /� n�K , w o CA, 7i� A. Sala Gabriel Wall" Music ilial Wa ce r Discs is c �/1V L ' G�'�� r r/D;� f�C Vi;N/ZE�t7 /Y/�U>N Mr.. Bob s callisia c 21�) 9�9-2Iii �''�� 4Xx x�r�w3�an �c� /WIT P,yuc�:7.�f-�D� rG.G dGF'VK. ' L :f �leswc• G( J 1. General Tolapboe (i00) 422-♦13 2 :• . • • L��/•0 �/y�' s for resrizoust service " _ //SG N Ml�.'/A17W1NAS h orn California Gas Cmwaay (724) 529-2339 • vy�vo, c4. 9�7t C. Souc 2191 L. •arch Screec (724) 529-7070 CULVERT To DE comor<uGTE1? rtmmpIGULAR �'T'�-��-01T/ bees. CA 92621 G' G TO Q/ffcTioN OF wALKI/V6. ^L.16+NE ccu.VE/CT 0. Cucamonga Coran Wacer Discri<c (714) 987-2591 ' IVITW LOGAT/ON3 OF WiAU MMr X11 IN6. , %41 San bersaraLio " -Oe Z,.O, ,-o Rancho Coca men Sa. CA 1730 r --Opt t. Recropolican Wacer Discrtcc (714) 593-7474 I t.0. io: 54133 1 _ Los Aye les. CAM54 F. Pacific Telephone Company (714) 9„-%39 SIDEWALK C(I L V E R T SECTION _ EARTH WORK QUAN P T7E5 LNGI NEICR'S GRADING NOTE GU 7- "' 4, r?20 G Y (I?AN) EXCAVATION QUANTITIES ARE 'RAM- QUANTITIES. IT IS THE RESPONSIBILITY /LL 2/ 2144 • ter. �RI�1/� • OF THE .GRADING CONTRACTOR TO VERIFY GRADING jUANTITIES PR.OR TO COMMENCEMENT OF WORK . IF EXCESS DIRT IS ANTICIPATED OR IF ADDITIONAL DIRT IS REQUIRED , CONTACT THE EN61 NEFR . IN ANY EVEN7 (EXCESS OR SHORT- AGE) CONTACT THE ENGINEER PRIOR TO MAK i NG ANY AD.7 JSTMEN':S . C Tr1 W ,0A4-ANGEP ON 3/TE) /40 ARJtAWA drWrJ /i1/~N47"v MALL "A"W A*ww /Y.Tif7r1{/�/►/�OI/+L 0P 7AW 4iV/L -AW r,�%fiW17y aAt� " 7��LLy-tri A!'CYtbRACKGf6r art SLOT OIC I/!' lb eK,,v,,,�,� � ce� 7,t S!D O'G I�t" GAA. HXES ",uv,�,ec,'`"'^f .�. SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 0 , CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIL:TY FOR JOB SITE CONDITIONS DURING THE COURSE OF COSSTRJC':'ION Of THIS PRO- a M/N. d AI FzE 7ED ,�q 2 hp7E� /ti�k�1"Fi?5, ,4ti/D /"W,4 R L,WE AUT JECT, INCLL•DING SAFETY OF ALL PERSONS AND PRGPER':Y; HAT TH:S RECUIRE- UNVER RIRK/ititi ARE4 rn NLY DRwY B.C.R• 9-z2-9G NENT SHALL APPLY CONTINUOUSLY AND VOT 3E LIMITED TO NOkwA:, WORKING HOURS ; AND THAT THE CONTRACTOR SHALT. DEF£YD, IND ..M%:FY AND HOLD THE a ,00170AIAL ORQIW4WAy� R 4^W77rAEZ6 /O-Z-B(oOWNER AND THE ENGINEER HARMLESS FROM ANYY AND ALL AB::.::•Y, REAL • a OR ALLEGED, IN CONNECTION WITH THE PEAFOR_Mj NCE 7F i1GRX aN TH:S PIbOJCCT,EXCEPTING FOR LIABILITY ARISf'6G FROM THE SOU YEGL:C.EXCE OF THE OWNER OR THE ENGINEER. A.C. ��r'�ENr � DESCRIPTI ON of REVISION ZZ baT:• •vPaovE �; .•, 5Tb. C,I". r E ,A<<,. CITY of RANCHO CUCAMONGA PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND I,TI_' ;TIES ORRECISE GRADING PLA STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF V 4 , rs •. AVAILABLE RECORDS. To THE BEST OF OUR K.YOWLEDGE THERE ARE : . -�� b--� .�� i , ,�� SPRUCE AVENUE PARK , 60 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLM. THE + .. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO ? ' . •. rte' PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR S'T'RUCTURES ~ � • ". ,' .: � P ARCEL MAP N4• �' 8 2 9 - .'' I • NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR I'HE PRO'fE�C'::JN / ,w OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURP.S. ANCHOR OLOrK MIN. .5 3VKi,KIC.y. SET- TEE SEGT)ON /N wEr G0NC9E7F OR METHOW NrF) OVED CONCRETE �wnNG AW AJIWI V6 OFFICIAL TROWEL TO 09A/N ,yeti`\ .• f 1i� , �;,.� DESIGN DOLE ANDRECOMMENDED �r: _ - 5•R• OF SAN BERNARDINO COUNTY Clau0:T oN5 AND DDUMNSIONS� i� N.Mountain Ave Suits �o* V/;WN PIPE K15ER VE7-AIL DRAWN CONSULTING 5}TnT AND SEEAI-f REPORT ALL :),IAS- In 0 F CRE?A.YC:Es TO TiiP I:tEER ♦ VICINITY MAP JN.Iy UPLAND CA If0l1N1A�11S! 1 G PR:CR :"O :"ISE PHON�(T1 1�-c9ssal • NECKED IiCE• No DRAWING NO OF iiOR1C. G• PATE ' 14 FILE N0.0 Gam,. is - -w- E • _ Ar rKE NWc OF HAYS AI45. • /3ENGfI MARK N0. 76- 5 /OY TH- 3r, 44 Pr. W. fHAYE�. # r. N. -i l9 m. .9r-, elf;" 22 ,22 rV/CIVeP/N W/0-5. r-46 /N OP 20 Ar rile E. ENS OF rg HEhr:► rte+ 3. 24" G.M•P I ELEV. _ 1430. 008(0 cil _ - IMPROVEMEN r5 PER rR. N0, 12802"l N /•4G••� W \ • r4 S Z j2 ANt1E � CEXl24will 210 4 TS /8 7 20 V AP=/000. 00 L•370./2 "J' 19R01p /MPROVEMENr-io PIW 9829 R r0.� ROP PIN10H OXA12E o OVER �rORM SIN o ,� ------------ 120 Now OI..SOB rG. \ I - -- � � 6� , u\r�`�. �• l e �`� 2 .� foo.3? r'� 3?� o q ��o/ � s / I - 6 i o. _ y 22 O 63 1•q� _ -- - ' / •` lZ(/� � �( H I f ��2 ) ,?5, .. ��� ��. N mss • ' W A VAL. _ 2 W �q.3yl 77(,WI oc N 12 UN - ' LN 62 (l25 7) zi L NN L Oct x z O N —_ N a: O W I ti O Go �/ ! ��• p �. 57.0 F6. �� O N �'' w pN O� z4 qLLI � O � v N G T. rO w `Q / W R . ' ~s •. • . r GON7 93 L•R ,�0 R.G•P 4.00v o � � 12501 0 uP a h �\ / h � W = d o F s90 f� I MOPP LE 30" v N •s i NOR/Z• P/ • G. W W .� 6D T.� rOr of PA►NO 111 VENT l rr L - 11A / &pp - n, / G y 1 4 / w 14 All ti � . ! , • . 5.t2 CugyE VATA / ti ,� 45 , / Ri45.00' / / vv. r a 3 L 5. 9 i 1 h T 18. 98 i , / r-3 C3 � QQ W '/ / / � � � • .. it .. ' OQQ QO I N - oi , or 916H tt N 3EE P 130 Al % / I DESCRIPTION of REVISION �• / •. � ,��C � 5S � GATE APPROVE i '�'• � � j 1 •h1' � �� 1256 - -j ' 22' 22' a -- — - - -. - -_ -- - - CITY of RANCHO CUCAMONGA -,.. .... �'��, •5�� _--- --moi �q nQ Pei - . yah. I ti' y`� 02 REOCIS E GRADING PLAN WESTSIDE PARK F. 1262 k V. 4--.- �U. —�--- —� ,��1 PARCEL MAP NO . 9829 h• 0.73 �. h• y. y. ^• 'h ss 8 • _ � � l•'3y � / �' m• � \ h 1�� � t• Cl•�9�:� caro f• hy1. � s � ,, �-- _ .30 ( � �y. �. Baa" �•�' ���- ' ���• � v� � _ �'�- � ,r -�� �� �,2�� ---_ • °� '� °` h ,�$� - v - `• ` \ e r L� " a N ' DESIGN ---MAD OLE AND SOC TES, RECOMMENDED E I r. RKN/4r cul �r /°ER rlt• lZOo73 OF SAN BEANAADINO OU DRAWN 41 S l.G Q� AND LAND PLANNING v \ CONSULTING CIVIL ENGINEERING I � St�FE T 1 ` RW.W UPLAND CALIFORNIA 91756 f. _ OF Z r!y'� �� PHONt'N. Mountain 11) 94G Suits CHECKED RCE No tL'tom. DRAWING NO. a.Foy, PATE 4'4-Bd FILE N0424- K-G 97393 C E -rtD SCOPE OFOPROPERTY FURNISHAND PERFORM MATERIAL, LABOR, TRANSPORTATOPERATIONS NECESSARY ION, LEWIS APPOINTED REPRESENTATIVE SHALL DECIDE ALL QUESTIONS RELATING .. .. _ . . TO INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT fit 2 ' ROIL CURB PER RANCHO CUCAMONGAOEQUIPMENT,'• � Gr��� ''TIL N /�.L =•�t '�^�'L�`' 'L COMPLETE THE CONSTRUCTION AS SHOWN ON THE DRAWINGS, OR AS OF THE CONTRACT.IMPLIED. P I STANDARD Y, N� V�7 FJS I� f-I �,k/ ?rt �I�W MI�' �' AI�✓.�TI .N1s, LIMITEDBLY BY IT, ARE THENCLUDED FOLLLOWING:PART CONSTRUCTIONOF THEROF ALL NOT ALL SUBCONTRACTORS SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE I'P CURB.AT PARKING LOT PER CITY OF D( �.1 (��� I��rt'PTIV� I ! �.'� � �I►.k-#. CONCRETE FLATWORK, FOOTINGS, CURBS, A/C PAVING.-FENCING, AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE RANCHO CUCAMONGA STANDARDaM'' ) ' • +••'� �.,J; 'rp �, p Z r{ I� P�I�.I�� TENNANCESYAS/INDICATED PERAPLAN, DETAILSS AND AAND NOTESTION OF LL APPUR- UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. P3 • ING rA? A.C. WITH 4" CLASS It BASE of p�-I �E �t, .�� GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE UTILIEXTREMIES ETHEACONLL BRACTORCSHApLIVERIFYITHE NG NLOCATION EAR TAND (SEAL COAT WITHIN 5 0lrS). I I GENERAL OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. , Ac CITY AND COUNTY CODES, STANDARDS AND SPECIFICATIONS. THE ALL PARKING STALLS SHALL BE ��; A • P-� CLEARLY OUT LINED WITH 3" WIDE �� CONTRACTOR SHALL KEEP ON SITE A COPY OF THE CITY CONCRETE 'I STANDARDS DURING THE PROGRESS OF ALL CONSTRUCTION WORK. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS WHITE STRIPING PAINT. _ 11� SID G �/��t( ,-( �R rIC7� I �, L,p1.� , r THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. ' M EQUIPMENT, MATERIALS AND RU88ISH INCIDENTAL TO HIS WORK. � ��'' � T`� 1l. WALK � -_.... Co Ir.'07_lt C r-) A. ALL SUBCONTRACTORS SHALL CARRY WORKMAN'S COMPENSATION DISCREPANCIES IN PLANS AND/OR ACTUAL CONDITIONS HANDICAP LOGO i STRIPING PER .• r + PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED SHALL BE BROUGHT TO THE ATTENTION OF LEWIS HOMES P5 STATE STANDARDS. PAINT i LOGO r;tly� ca,�-r =dtl. •1`- W/ ;,��UI'i V R TO BE BLUE PER STATE SPECIFICAUONS ' I �.��...� �,�•r 6r THE OWNER. - REPRESENTATIVE AND THE .L,/AN05GAP ARCHITECT �;;,• � � �I � I I�� ��+" ` • INl'� �1�c( ` .'W Af�l✓ coHriu0i 1 P(1 HANDICAP RAMP PER PLAN i PER STATE �� -'f-)L. `k'I►,jT�`' (y� G,G. GD+OR 6 SHOWNALL UONOTHEAPLANS ATCTORS A THELL YSITE rPRIORITO COMMENCEMENT TIONS AND SOFNS �ft -'+4} - CODE. OP.�- I Cs Ka L. G�/LGh` G f''�?GH P4-6s 1f. pr L,I''I, �I T _ � ""I •JINr WORK UNDER THIS CONTRACT. •, I � *k. '�w •� G�COFIF.1,p GO• # Cy%i yZ�-F,Zi� SPRUCE v AVENUE WASTE RECEPTACLE - DURA ART STONE � • ' �1 DESIGN TR-Q1, AVAILABLE AT DURA r_ �� � - ART STONE, FONTANA CA. 92333 (714) l I`a ® cP- • IZ'� �' I * t' , 350-9000; COLOR TO BE C-12 MESA *. . BEIGE BY L.M. SCOFIEL13 COMPANr - cm . . (213) 723-5285. ,r / _ n, • f 6" CONCRETE MOW CURB WHERE�TURF _.• �.. _ . __ ;, MEETS WALLS GROUND COYER OR -- X �,o� To hlo,T. ► yam ___ EXERCISE AREAS. (SEE DETAIL D. � _ _�` - _ SHEET 10). -C _ .� �. ` r(44 N .r . C.CJL.(� 1 C� 1 M•✓� �' S3 8' WOOD BENCH WITH BACKRESTcJ f U 'DU MOR' MODEL 038-80. INSTALL 1 w N/ CONC. f00TIAGS PER MANUFACTURER'S INSTRUCTIONS. AVAILABLE AT HANSON 1 k Q 'j i ASSOC. (714) 542-5617. IM ; a 12" X 18" CONCRETE MOW CURB AROUND .. SAND PLAY AREA (SEE t1ETAIl F, . • SHEET L-B). ►�' _ w t4lr., k �. 4 ^� �• 5-12 ^ �;, � Q. REST ROOM BUILDING (SEE ARCH. PLANS). � �L - SAND PLAY AREA - MIN 12" DEEP, FINISH -- •---.- I , ` SURFACE 2" BELOW SIDEWALK OR MOW CURB. cu -� 8 -- r1E To TAMP FITNESS AREA - 4" DECOMPOSED GRANITE ��-p .„ . �Jv E • �i.IG, JJGT nr1 �V I{� S�l�u Ar T}}IS LL1r,.��IO(.l• _ COMPACTED, FINISH SURFACE I" BELOW MOW �8 Lrl �iC�.lc%K � Y I.:PI.!�" I ; P3 T ••\ . CURB. INSTALL PAR COURSE FITNESS CLUSTERS �4ATLl(�, i�`�' 6o k- I E RS PER DETAIL G. SHEET L-5. I •o•' O {I _ r 6' CONCRETE SIDEWALK (SEE DETAI L A i B. . I S �' X Cy' R�►ih•I G S I'I L.L ' '.- SHEET L-5); � _ oc Oe)9 ALUMINUM BENCHES PATTERSON - -MILLIAMS MODEL #1119-15. INSTALL PER MANUFACTURER'S INSTRUCTIONS, 3' BACK OF FOUL k I LINE FENCE. AVAILABLE AT WAKEFIELD COMPANY - (714) 752- '�� _ 6204. ! z �PT 2o/Ml DRINKING FOUNTAIN - MURDOCK #PE-1 • ,' i I WITH TEFLON COATED BOWLS 6 BUBBLERS`. AVAILABLE AT-WAKEFIELD CO. (714) _ - --- --— 752-6204. INS-TALL WITH SANDTRAP : '• —-- -- +— "- '�3 - 1 2' X 3' GRAVEL SUMP UNDER TOP ` (SEE DETAIL H. SHEET L-5). /� -I) BBQ - IRON MOUNTA:N FORGE-M00 1510-5 ' MANUFACTURERS INS'2UCTIONS j \ �— `Iv A.I �.0 L •'I AVAILABLE AT PECK'S PRODUCTS , �• 1-800-367-7325 � � _�;%' S-� S-2 ' -.1i5 I � r• ���� __* + *, REMOVABLE BOLLARDS, PER CITY STANDARD • L- I� .1 0 SEE DETAIL I, SHEET L NoTf * I T J�*Tc STH .• 1 BASKETBALL COURT PER DETAIL E. SHEET I S'rp.�F�'r IM PFzpVF,f"�El�'r I'rF.I"�"s, �Il�i � ,, . - L-5 - 'fL1 ` bID UN .k-• �''F-I'�(� -j,47 4`' RETAINING WALLS (SFE QEtAIC J. SHEET N I �M F-CMaN(�F.W • U�� �� K ! _ `' (! ' 1 /♦ i I' JO+�`� IGD r�G ; L-5) CpNti l-L,� o� Wcr-• µoYt A cel - �� ,� o kyr � SIGN,. �'+� ti L-� 4 �`'� ��►F-DI►�1rf (�1Jt�S,lJ1�'� ' ,rl Ii 'PARK LEND oH�To mlovvF_ N Awo I pf'K�.'P 0 H Pb!opl w cel, WICK-C ETE LBT PICNIC TABLES — `040 a► 10' O.G. � -Ev 5U S n t•JE►1 C7TP) I (BEIGE). (SEE DETAIL C. SHEET L-5) Z. GONUGTWO� E: �4 r�K:TW 'r}'fC�-sF� ; =L;) I pL,�►5 IS G► F.r.-�►L �I aN^��; �WI x• '�_ "'�'I!�1.04 L ,E , W ®. PLAY EQUIPMENT INSTALL PER MFG "'�� "�✓f�`� pt;� (,� ✓�!N SPECIFICATIONS. FOR MODEL FS i#D 1'O pFXi F GAIL ENUYIIJF,EIZa o,_ M ICa�!�.K ►�/tif.l .�.iJ� I ,; / �'AN oeTAII.'6, ® I 1p�C1`�I� LAYOUT DETAIL IL SHEET.L-5 DI <1 c3 _� CfIT�3REL�EfC-- •( �, CIIC1h11"rl�c� OF S�1-IA�.L f`I I�`( �' !J V) IJ. SS YAK, F(4 UG►iK T (Ap'-o" v�F►�►T:+~T STP, I W tfo►I Mi �► Isrl'S y A �.+i'1•E�.:� 1 �ciF:l•�11+��1. .:-F 1 �„ S ✓, T•� 4" r1 W 1'rblac�ts 7�4-tfz-li131 p�L.l. cv �W,TE t�towt ��M cv c� IRON MOUNTAIN FORGE PEDESTAL LL #210-X �HAL�, HA�� A UF1-i1 G c7V� •` k'# ` ��' O ® FOR GROUP AREAS. AVAILABLE PECK'S Nlhl, O 2q' 4�u P�IC)FL•PRODUCTS 714-642-6131. INST L PER I �/ ` YL W = MANUFACTURER'S SPECIFICATI G�hIG•• TE' -� / ALLc. E ' `N I \ r I 6i BRICK DUST INFIELD 2'_'DEEP EXCEPT W O u� AT BASES, 4" DEEP. l . r= ilx7 sv L J 1 6' HIGH CWAINLINK GAUGE BOTTOM TENSION Wit. PO S � ISE AT 10'.O.C. (SEE DETAIL F. ET L-5). o•xUGv r MOW Q. LAYBACK ARCH BACKSTOP - PAT RSON WILLIAMS MODEL #1215. INS LL C,0,4-"lNuiou5 F_* J �1'-k •• '0 ( (F'J r �� `�.(iCP 11'C.(�� �O PER MANUFACTURER'S I TRU IONS �-p �,pl•J I ^ BL O#- WkM�f. �E.-+•.e. I�;. �o,V:,h.F.NT Cs�ILL Ol.l 'x5 ,c l i DETAIL D, SHEETL- AV LABLE �W'" L.IA�, F� ENS AT WAKEFIELD CO. (7 �7 2-6204• op' O ) 9 r°J°o`+T Ff�� UNE, rte' p,-G1 Sh�ILL � j� Ham l TEMPORARr FENCING: NS ALL AT 6' : - 'O• '� L P �j- \ ` 510'S II• '�'•(•1. TALL (MIN.) TEMP. ON RUCTION #ENCE, AT THE PER ET R OF WORK, NE FENCE SHALL C AIN LINK (NEW OR USED) FEE F OPENINGS0 �- �' ► �!"IC�� CJot�1(°l�"Tl: �u `f'M �n , a, OR BREAKS IN TH F RIC. WITH FENCE : , IJLJ4 - I 1 AX. THE FENCE MOp�WrF 100lI'1L �J4rr� ��`� /'�hk.Ha cy_I G7V1G}�GfieTe l.lb'j EG►.�(i p�l,� P.�- t 1 '� POSTS AT 10' O. E (� � C �*��OOfS L{ I }1 / SMALL BE MA1NT iN IN PLACE �(-�f , M T~� G • ��{ a tHR0UGHI I TH L I E OF'THE CONTRACj, Y`✓ ��'' / Y 1 £~ 50-. awto, Motif L lclo-l.1 .� ,� / ,( AND THROUGH T T END OF NINETY IJLi! F-� - __• +y - -- _ .� __ t (90) DAY L f#IANG�— - 1, - — .- --- -- -- -- - - � rte' `'�nsr PERIOD. THE E P. FENCE SHALL iE ,. }, 19MOVED PRI -T THE FINAL IN- I SPECTION/P E ACCEPTANCE AT ENO OF MAI EN NCE PERIOD. kk ars • � M�� #.e' �� N ti .+ ! o o o n o J r Tn Loo ,.y I.w�.11uy or- r, 11t'MENT .I REVISIONS BY MOM "7 N•*N1►L Pf oWlJEI� FRgO t_`�1TA / •11 �, 10 d '-� `lo 1 I'4' ,�IC.1�" r�.1�' C ) y �-'., 1'-0- P k o, C-�T Y .{`r-�- moi. ,v� , 1, ;ri _7 . �� ` '' C.o' erl.►�IE ;M� �� 'wad•.4.wwm.ano+e6 J 1:�' •, • 1 :Y`V m 7-l 7 1 .1, Ot, To 5' Idrawn l• � W I'T . NEW ate a =v x g 'r: r•2�� { �''IA. 2ti 1`84 11 i SET lVale . � , •�tet` � 1 �, ��i���� 86110 60, LI11A�T F W R •• DiC,iPE � � • - �� JaNur�,�,��ic• ` •'` d' s sheet oc OF CAL1F0 Of 7U. $heet3 09 d� poop 00013 V v , (74) 467%.p 4617 TA IC V-L1 EC E-Ix - or.i L4Y W NES G�1�►�� , 9; A6;&-:.E1J7 TO `.Al4D PLA' AFFA, 4" CONCRETE P -0.' APPLY 1/2" RAD. NOSE (CONT, ) TYPICAL. It ry*SX • u�C BROOM FINISH (UNLESS NOTED � OTHERWISE PER PLAN) `C JOWTca. =ITZa71oh JOIN- 10 W11ZE Hbs t4, VP' N=om E►CA ) / s W v"�Ir � WsY • • a n 1, VARIES PER PLAN , N INk,4 � LET A' L•5 i f'EA 1.yCICJ1C !' l�l+'t�UiGl1 11►Q SLOPE 1% MIN, v -- �t�oh' I-lu'�rf�•� ► �••.,, tfrl• 4"y+uJE:� ILISID'e ���' COMPACTED Sly-GRADE (PER (a �.f' CVC-0I;-_V .LOIN � � � STRUCTURAL SOILS REPORT) ' • � `�' � r 5�-O" ��7+ °r 0 1111 .Z o.� -F 1 N I SH GRADE AT GROUND COVER � ` ='1�• �p SGOR� .IOIN'r Y w //� 1 Q C AREAS, 2" BELOW TOP F WALK � X1112= 14 O v. I" 1,JHEM ay.���T TO T4f. I� _ 1� W s a illv cx J f •Gu+c:K- C.tC1 -- LIbT ' b N dE�C 1• ALL Cak- -TE �TWOF.-Y. [INudflWi sem, Moi! U1I�, ETC] 5l4ALL 1� aoN - 0-k`VrA4_L- � 1'14►1FTF's In1yT -rLa-• (f4k*f 'R9 Mt `.1_ o 0"rl 1 X M K 2� �'S1 FlN1'111 I� WTAIL ANG C.g_C"P IW rL�I �� _ T o :is . ;. I;.;ll _2,1�r_ I II I ��' •„C 1 C • (R�`'CK' 1'b t?1:1A1L '�'' OF '��is c�l'}L1=� � � ? �' Yr ����I 1 r-4 _ �*-*geew_ cc ('lr.lUotk� OC 0 AICONCRETE FLATWOR' K B TYP. CONC. WALK C___j PICNIC TABLE PAD D -' - BACKSTOPCONSTRUCTION _ •;=r'1- SERIES 1 SERIES Z IW h1G1!'91h1.11- TOP "L. �lF.l''IF.N?`� �! ��►,�� � Ii,�ISi 1 Gt�,dDE t l h ` Po STs a I d O G. � A� rim ' °. LIMIT OF SURFACE COLOR u �- � --_- I Oi.J 1► ►J `i coioe. 2 �o: STU L r 1E5K EXPANSION JOI NT(T P -, ., lA D LJ't.: ��3(,}•{ GL US � #�►BPJ. ��►tK�. � .11� AVE I". • Y 2 '�+'&(.I O (�(LI L•s Cil I•!Gr I DL1 SP L.L`5 TOF (tAI L ATT7K h �L TO rc*4`5� � _ Mu , Oil P;�1 F"V &AM 01,4 - I��- F-0 !k 213-72'x'(120 • 2 W1014 117 : BLUE (TYPICAL " L��(z 3-�-- r. �:(.1-i I"r( G�' ��'e I O� '�O .. N I''7'� I��" ,a,Y-�cj i � •--'f' '' 53231- A9 , w cTrF) , _ _. 3••mµ___ IN-�"/at;,.�','rl OhI, -I �P r = „ DARK RED (TYPICAL) (47 ' _ - - 12 PLACES 13231-R3 v •�1r�-16� I � �� GC�U��� mx ,� c`L''f ;,G ti M ► 4r s I ._ _ . 1�-�°c�'I o1� I `�H -1' I.•'4• _ I _ ..cHTi1lJCiu� t}wtr- Fes. �. �,. �5 AT f� cOtJ P-_CPATTERSON o o #1536-13- WILLIAMS DOUR +153b-13-8131 DOUBLE BASKETBALL BACKSTOP . ` W TuttF 40: .,10_Llr _ : . P�'N U �.o►►c-. �v"401 -;L tet. I I tT A� r��r�G 1'H'' WC, Hj OR APPRO ED EQUA ® n ® T try y M � `� 4E• 1 FwsH W� I.orJC.. f•rrvlNcSr. Z _. SERIES 3 SERIE. t .'IOr► _� �+ M e �IN�.Pr4 L1NFtXf� F I11� W NOTE: SURFACIUG COLOR ;.(,L�.'rIJ� "(' .r 'r L.'s�, .till O I - SHALL MATCH 'PLAT ON' ' ll CU Z'-(r�i �'• IZ� W GO�--• �'rl►-I�1 •y11 : � , _ __ BIZ GGA ��14��'"'o-'•�.D O .. W LOR AS MANUFACTURED p%F7 1(�,J�� �� N GG''11 JJ _ BY WESTERN SPECIALTY � i1 I • •�y �.� GrFA.v EL- u+ N CO. SEE SPECIFICATIONS ( PO�lfi �- RAIL IY4 11k �" e1 i " s 218/261-3171 ' G W _ HAROCOURT SLAB TI7(' 1?iD►I L X - • l ll L 1 • " 1 ♦ e O O O J v.• r•A .• �:./ TO CONTAIN 6"Xb" -646 illy ow EXPANSION JOINT WHERE COURT Y.W.M. TMAAOUGHOUT - - �'I JOINS ADJACENT SLAB �I I • -0 111,• . .n • �_' 3.. {. r..::�-._ 14- G E BASKETBALL • COURTCHAIN LINK FENCEG �F 4 PAR H F u OUNTAIN SUMP & SAND TRAP ' PIPE BRACKET SLEEVE 1/2' X 6' DIA. STEEL CAI FLANGE " DETAIL. CAP DETAIL PLAT EQUIPMENT • ,�/ wi Qr \� A SAND OR DECOMPOSED GRANITE RF# tr. lMODEL cons UOT TO �` \\ ,/ 1 1 Spring Aniawl by Gametime 1257 AL WHALE t OCK TAS FIT OMEIt �� 1 Spring Animal by Gametime 0174 AL PELICAN M " • � � I/4 X 1 X 11 �F 1" DIA. FINfiER MOLE Nim-i"1/�N (]D�l�y„� G►-,/J")GE.R� 1� 11.,K c%�P �!"'rJ�.tH� 1 Spring Animal by Gametime #176 AL ROCKET BNACKET TO DE WELDEO TO 31" DIA. PIPE • � L,"60"5hl f-IC - ('714) 14sj -2100 1 Spring Animal by Gametime 0193 AL PORPOISE - - details , 2 1 ABC Climbers by Gametime 13012 12" X G" X 16" '�1-•l r 1 60C.A l l 1P�:.+` jx l G.)wD4 ) 3 1 Space Climb by Game t ime #6481 •.�+� I �+ 4 1 Climber b Landscape Structures #1508 LONG6ALYA. x PIPE 41 So1 GROUT CELLS SOLID WITH CONCRETE MORTAR 5 i Spring Dlatform by Landspe. Str. 0144R INTERIOR MELD 6 1 6 Seat Arch Swing Model by / �l- L.A. Steel Craft #A406 - �. 1/4" FILLET t;EDTO'BE;L / i -.1 REVISIONS BY MELD (Tr►) �j;�rLDID FLANGE TO SECTION A x CAP WELDED� KID BUILDER I1: (By iron Mountain Forge) 31 MOLE -- _ !"111 �!M►t�E YM'1� 7 S Sevenbar Safety Rail #79-IS-i-M• 4 I i �Evi,,loi4 JIL FLANGE & LOCK -- - IS 12 Standard Posts 073-103-1-M 40 SLABCONC3;" DIA. a11I I , , 3 Square Vinylclad Steel Deck #73-16-1-M SLAB x 4'6' LONG TAB DETAIL « P —111 UkoTEX t3 POLYURETHANE ,� S Triangular Vinyl Clad Steel Deck 073-18-1-M s ►IPE W AAACKET . " • WA1 LKPkUUF MEMO P..t. y c �C I"PN„pti(1: � i Vinyl Clad Chain Net Climber 176-10-1-M v � •> 1 12" Challange 077-01-1-M Z GRAVEL BACKFILL #75-31-1-M LJ 7 yy `• �)U 1 tunnel Slide / • SOLI SEPARATOR �A8R1C t Sevenbtimbafety Rail #79-15-1-M � [y] • . o•a D•'. � i •.= •,• /^ • • 1/?' x 21' x i' \♦ / e #76-11-1-M TAB TO BE WELDE 2 Sliding Pole for 48' Deck #75-41-1-M \ 7x TO FLANGE, ,, 6 loops #79-17-1-M 8 fl" DIA. COMC. FTG. 'UROTEX B' AVAILABLE @ ClFawn _1 , NECK'S PRUUUCTS, •COSTA MESA�CA KID BUILDER #2: (11y Iron Mountain Forge) U J �. t r 1/2" X 8' DIA. 1/2• DIA. MOLE �I 1 - STEEL FLANGE W/ _ U - I ��. o ��I�� V4Z•6I 3 ttII11 IIII 8 I 12' Standard Posts 873-03-1-M h d ITER 1 1 '-ll" _ IUU - " ' . 1 9'4' Tot Post 073-02-1-M CENTER r.--z ° 2 tot SwingSeats ,' ' .r!-• �, 31" DIA. 11'51' LONG GALV. r-• �) - o •75-3041-1-M dau • •' � 1 tunnel Slide 2 Sevenbar Safety Rail 879-15-1-M DSL` P• Pj 11bV o �.n ►l/E MELDED TO FLANGE '— 3 triangular Viny Clad Steel Decks 873-18-1-M N ApF,� ' 1 GENERAL NOTES: 1 to/Fro Swing Beale 174-02-1-M �Q► �QNHLUA/K4, scab I � 100 qj y N/A 1_#4 kEBAR CONTINUOUS KID BUILDER SLIDE COMPONENTS (8y Iron Mountain Forge) � � �, � no 1. ALL PIPE DIMENSIONS SHOWN ARE OUTSIDE DIA. M4 REBAI( VERT (� 32" O.C. "-+ 86110 1�. PIPE BRACKET DIMENSIONS SHOULD BE SLIGHTLY i 9 1 Double Slide for 36Deck 875-12-1-M OVERSIZED TO ALLOW FOR PROPER FIT W/LOCK TAB. ALT. VENUS 10 FTG. 1 Square Redwood Deck #73-10-1-M S nature , ^ " " 2 Seven Bar Safety Rail 079-15-1-M " 3. ALL COMPONENTS OF TRAFFIC BARRIER TO BE GALV. 2000 PSI CONC FOOTING 1 -0 X 1 -b 4 6'0" Short Posts #73-04-1-M Dow AFTER ALL DRILLING b WELDING IS COMPLETED. COMPACTED SUD-GRADE *M Indicates Bright Blue. Kid Builder. ql �� Shoot OFC B LLARD -DETAIL` PER CITY STANDARDp J RETAINING WALI_ K PLAY EQUIPMENTAND LAYOUT � Q �' � �. � of -��., sus I WE 97393 FINISH AND COLOR SCHEDULE FEW MATERIAL maw - YrTU.. _._.._. ' 1 l.lar<hl�► �-G'T�P�- �l�C fib. P � � . . . � -- ----• -- _ .. . .. , I 4 (C�KTe) G-IZ t*..► oeic4L 6 C -iP kms) f3Ell�E r4�)00 u co CV�n E r A f 7 ��I1►_ I-.lau. ( tom-) �Io -P +0 �� N 1 - SIL-AAcvrH rh +1?b 8 -�� - �� _CITY o. FAF4CH0__. Gt'7�A�hNC _ � ,�. � _ '�'" ���4►lelra' ' r soft ' . ' i bE " � - --•' �. .. _.�. ` .[-�`!-,i z' !.'f�I _ 9. T1 .�. '._42 Gni•! Zr oppil ' �..� —� ili �lil�• Itis�� � �=,u�_ �� A MATERIAL COLOR/ FINISH B BOULDER RETAINING WALL. PA' R' K* ­: 1D" , E­N'T" '1F' 1CAT10N SIGN ' • TOP, . ° Toi • JX4-z!LJ 1 1' 1 IL � � j ,� � 1 J Y1�•.l�'�.+ tet"' a 6k 1 SIR k�'Lk177, !�O►.r IL LW �'✓ T, �Fa � G1�14-1T P►U. EX T.�G ..�"7�k..E �,� .�_ Z_I� }�' 1�..}nE�rid Co�'D.G. - �jli.lT r'�c.v� �al� �.�-�• �' �� 8��, uWWIT� s�TU �,►��, To, X:�►w�1�`�'�" �. ..� ►�-� llJ�p ►.a?�c�r.1 � W/ -co "'' q _•: CC J y ','x%�" ��l•..T�pP{, L Tp S�..It �p r 111( ,y cow, ,j ,c• �-Ee 4 l=`l I I Wilt a<„ •�, i 11.100 2L--- _ 11a►l • 71 I ZM �b TSL, �• -cons r \ detai S / l\ REVISIONS BY � %i?`r I�/iSwrJS• 1fZ \ \ / drawn d �J►NoscAa oda gscale ffT IPFftT : Job no -+ ,' 86110 * k E PICNIC STRUCTURE oq o �' p Of K•F 97393 1. PRIOR 10 CONSTRUCTION THE IRRIGATION SUBCONTRACTOR §HALL 4. Imo• CONTRACT THE LEWIS HOMES APPOINTED REPRESENTATIVE AND CO- ^a 1 ORDINATE ALL OBSERVATIONS. THE IRRIGATION SUBCONTRACTOR SHALL REQUEST OBSERVATIONS BY THE LEWIS HOMES APPOINTED REPRESENTATIVE 48 HOURS (MIN.) PRIOR TO AN OBSERVATION. d ,A. THE MAINLINE AMU POC SHALL BE PRESSURE TESTED (PRIOR TO BACKFILL) AT NOT LESS THAN 125 PSI, FOR NOT LESS & THAN. TWO (2) HOURS AND PROVEN WATER TIGHT. THE TEST e, 11� SHALL BE MADE IN THE PRESENCE OF THE LEWIS HOMES ft " APPOINTED REPRESENTATIVE, SIGNED AND BATED. *a � LANDSCAPE ARCHITECT _ DATE___ 3zzz4c ,h p 8. FINAL. COVERAGE OBSERVATION - UPON COMPLETION OF THE ;: I 'f - IRRIGATION SYSTEMS, IRRIGATION SUBCONTRACTOR SHALL PERFORMA COVERAGE TEST WITH THE LANDSCAPE ARCHITECT ON ALL SYSTEMS > ',; r O r TO VERIFY 100% DOUBLE COVERAGE. THE IRRIGATION SUBCONTRACTOR.' ak " l LP SHALL PERFORM ALL WORK AND FURNISH ALL MATERIALS NECESSARY ., ,� • TO CORRECT ANY INADEQUACIES AND ADJUST ARC OF SPRAY TO ' ~; PREVENT OVERSPRAY. C 'NOTE A: �d � �fk � r « I'T'E"1 *J' �o�IIG� (,1 �. LAIN)SCAPE ARCHITFC7, 1 r. A4,t. woF-K wrr»IIJ �p�rY UOQ 1�4�/ �'�+ ' SPRUCE E � w ^117 wowsI�N �X-t-�;��; -ro �L,,w7 ,r o AVENUE fi�� ACL —� t F3I D � G'h�i GCN'f RAGT ,.,.; _ I,y, IK r I" 3 Ik" I `'l' ' p s`• ' I I „ I,, _ s ri 41 fl py gi ;0 i 'ij ' 4— 3 N T I In l I 1 — _.. I�� ' $ 1► ('ZN 4r >yt" Iu I _— I s— I4 ZN Z•. ,,1 ��\ /, y N 2" 8 U 2L O ,1 cfAm az) 1�" �12M I�r •/ a Y41\ L„ I wF N I/Z u I WIrz Y N 74 ppry / 1 h° W m I/2 oc cc �`yT � uT cs 2 L u�un z h �, / Ex-;�3� ' W ( �'(t Irl LoUF1�1� .;HAsE - ,✓„ ;I y z LWit / r W ' • � Z" IN �N � L � 2'12 �, � J W + it t� N 2 , lyt w CC USE I Ik L W Z.1 A�,�. GHQ �, role 1� 'I.: .IN � J ® —— •— �- � � �� ^ice i�i•Y� .�. � `; _. • I ti ZJ Huss ty2y if Mr • �r Z/Z a Z,h« \ (lt ,I_r / "r y Jr y r ,w �,� � yz� �� � � •� I,z rri ation pla n 1 4� ii r I r� 4r' ►k REVISIONS BY J lit • _ r 7s.4 1 J , I II I_— i s 1 ,_ r �UT`s 7 _ I Z - - I 3 , IF it -�� I � t 11 � r tk' ��:I i " y' ��� �•I�+S� _/'' I� � •� . 1 • 1� �� WILr< ,, ,.. • Inc /� 2 i' k drawn Y J W os t "1 h c e d 01 c • � 74 u L 23 e 1 g8c.p L • 37. , _ . . _.. - t _ _ .__.. ..__ _ _ _ _ ....1—_..__..._ _... ., _ J no o 0s L MIT F W R 861 10 iL �-� Flo. ,y �°° �. �, VA--vt SIZE, -4 1 8lteet 7J�OF C AIL-11 ! of sheets ' .. . ' '.'t'. R;.w;b'i:+n_+rc m.vsrv.WYemvui'iia.R:M�N�" "•M�.rv;^"� 3wR'H!^"'WM+:T'.v . .... awway.m-,.` a "...,..r,..2my . TM.r:Y"' r.'EM1.(CC..s'J C\.l•....:;: y:,,,l J':s,:5v ...,ev Mn-'ryk .. ." ., M:m+,snw:...'wWr+nd�+�..;' ...-,.-. .. :.Mr ,...,.,-,+n.»xw,a.y',ry.T' ... ,•1. �: : �A ht•A un nJ Ff t - "'?;"„^','7".... Xa.;.:.:.,7T.o>~r1;�FWYS'�% '�" #ik11w;1�dnFr.;v,;::'*5 rvn •,wpgR"' n 8007 - r-�FTH� �wftl-�n jTrT DOUBLE CHECK VALVE BFP ONS & PER LOCAL CODE, "�► LOCATION TO BE APPROVED F 14N IN THE FIELD BY THE LAND- GATE VALVE (TYP. ) - -- TAPE b BUNDLE CONTROL WIRE. SCAPE ARCHITECT PRIOR TO 20 O/C (TYP. ) , M CONSTRUCTION, PAINT CONDUIT GALV. ELLS (TYP.) TO MATCH ADJACENT SURFACE. Ia" ADAFT TO LATERAL LINE GALV. NIPPLES - FOUR PLACES Nur4 F_ 'BROOKS' CONCRETE VALVE BOX ELECTRIC VALVE (PER LEGEND) (OR EQUAL) WITH LOCKABLE, • I WALL MOlP1T CONTROLLER u�- .,p.�„ru I 'D b CONCRETE ` CAST IRON L�� SNAP TITE CONNECTORS b EXTENSIONS A� NECESSARY. � C) -- AROUND Is" P�PES(TYP.)�S • • • •� 1 TRENCHING DETAIL _ 'BROOKS' CONCaFTE VALVE BOX O I' 'z" IN TURF, 2" IN GROUND COVER ARLAS - IRON TOPWI TH (OREQUAL)LE, CAST , r = FINISH GRADE " --F I N I SH GRADE LACK Nle 12" MIN. ABOVE +L .H6ft=rF 'l,) !," IN TURF, 2" IN GROUND COVER UNION - GAL` E 1-47-F- C*►u/, LI-llq'� U 2 OPERATING NUT 6N 0A-�6 FINISH GRADE " 4" PEA GRAVEL Q J20 ALT WIRE IN RIGID CONDUIT (PER LDCAL CODE) � M'~ 1B" MIN g" PEA GRAVEL : � 2"x4" REDWOvO ►�RAME C'3 111=�1U o� GALV. INLET AND OUTLET LINE, ADAPT TO II <<= ' GALV. NIPPI.L('tYP) z M P.Y.C. MAIN e ° ADAPT TO MAIN LINE Q O COf+1ON WIRE/CONTROL WIRES IN RIGID CONDUIT 12"x12"x12V " CONIC. THRUST BLOCKS (TVP. ) MAIN LINE' lu * —FINISH GRADE • ' • f; MAIN LINE WITH TEE OR ELL SL I Px�L xF 1 PF UAW ;,- - - - - -------- - -- - --- - --- -- - wl� - GATE VALYL CON' ROL WIRE TU OTHER VALVES f�T � OF DIRECT BURIAL WIRING TO VALVES • COMMON WIRE TO :!1NER VALVES MIX -A-CONTROLLER B DOUBLE CHECK BFP C GATE VALVED CONTROL VALVE EDGE OF PAVING EDGE OF PAVING 4OR FACE OF WALL OR WALL , " 3�4 QUICK COUPLER W/LOCK N „ TOP AND RUBBER COVER t FINISH GRADE EDGE OF PAVING OR • r FACE WALL FLUSH rN TURF AREAS Ulm SET HEAD FLUSH WITH —TI11I 2" IN GROUND COVER AREAS _'• FINISH GRADE "ICIu II R `oo Jul � = 131 illl I — (i(1 , , ,��I�1 - I �a� +. Hb•o o I(I FINISH GRADE . ,' -I�`II Y���-� F I N I SH GRADE HI-" SHRUB HEAD d � _ l ;;-lu„It — FINISH GRADE W I N GALV. NIPPLE 12" MIN. _ ;Ii►1t�N- a PVC STREET ELL W TURF POP-UP SPRAY W 2 30" LONG X 1" GALV. ANGLE HEAD + - I�+! IRON STAKE W/ 2 S.p. BANDS LATERAL LINE WITH _ - 1 - � c"Rwv . _ PVC SCH 80 NIPPLE SIZE 1 I i �► . I PVC TEE OR ELL AMD LENGTH AS REQU I RED 0.". . W 3 I GALV. ELL b I - _ I: o'. •I V Lu GALV. STREET ELL DOUBLE SWING JOINT I a �, I PVC STREET ELL 12" I N, 00 1 X64 GALV. NIPPLE fPVC ELL� . L PVC TEE OR ELL ON MAIN LINE PVC STREET ELL AND ' VC: ELL le e. 't 'FLEX-RISER' WITH (,ALV. STREET ELL I �, $CH. 80 NIPPLE _ LATERAL LINE WITH PVC - TILL OR ELL if LATERAL LINE WITH ( PVC STREET ELL • PVC TEE OR ELL 1 MAU SWING JOINTJi - 2 EA. PVC STREET ELLS ; ;1 E QUICK COUPLER F HI—POP SHRUB HEAD GTURF HEADSHRUB HEA D BUBBLER SYMBOL MANUFACTURER-MOOEI NUMBER RAT TERN R/1DIUS PSI GPM T OE TAILREF REMARK o . p H F -7,i) , r IF „vru� JrJ ba Jt'1r'1A►.l! 't✓f- K<Ti'� �- G .� '� 1.J 'a� p, -:. f r.L:% i;�icii c- ' l -N tr ,---A/" 1. CrENERAI. - Al WORK SHALL BE IN ACCORDANCF. WITH APPLICABLE 3 LEWIS APPOINTED REPRESENTATIVE SHALL D'.'CIDE ALL QUESTIONS � 13. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH CITY AND COLRt1Y CODES. AND THESE PLANS. RELATING TO INTERPRETATION OF THE DRAWINGS AND THE - TEFLON TAPE OR LED-LUBE JOINT COMPOUND (OR EQUAL). ALL d Q't'io• `''P'I "T'N t-7 •� Mt`✓ '1- �'" "r x h ' '�� �' f r� / 1j✓ Iv7 " ' 1 ACCEPTABLE FULFILLMENT Or THE CONTRACT. PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. O O it i48,11S;192' tib" �'�• ••.� � �� A. THE CQNTRACTOR SHAH CAREFULLY INSPECT THE SITE AND 1 Cfil 1' N " ; / �Iri 1e,-i �+ . �'� " jy " VERIF ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS 4. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC, 14. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT- 'rrI ion - — - - -- — --- 001OR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. THE IRRIGATION SUBCONTRACTOR SHALL ROUTE PIPING TO AVOID 9ELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. d ils O • ' I, CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. or • C�`l+J!~�l"r� I ✓L hV lC� ���"� �1 -� <-� N I�� G 1'� I �� Z7 IF ' M ALL WISCONTRACTORS SHALL CARRY WORKMAN'S COMPENSATION TO CONFORM WITH THE VARIOUS DETAILS. PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE. AS 15. PON COMPLETION OF THE PROJECT, SUBCONTRACTORS-TO TURN OVER REQUIRED BY THE OWNER. S. ALL SUBCONTRACTORS StUALL AT ALL TIMES PROTECT HIS WORK FROM 7c LC�11�• l am• • 15W�•Fal-1/ { W�ItJ G ,Ff(�/j = %"' l,,y 'F DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS C. ALL SUBCONTRACTORS SMALL APPLY FUR ALI. PERMITS AMC PAY FOR AT HIS EXPENSE UNTIL THL WORK IS ACCEPTED IN WRITING BY A. A REPRODUGABLE SET OF 'AS-BUILT' DRAWINGS AND CONTROLLER • r,G ihlk� I--(� � D.-c h�YiR-a�F- NvZ..�.t� 7 'F-t' SAME. THE OWNER. CHART. C7 ® f=AINrJIK-D 160+ ��15 EST J,":,5TIJO�. `��'(' �S W x sjp FZT ZI 0. ►BLOB TO STARTING WORK, LANDSCAPE AND IRRIGATION COVERAGE tESTING 6. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING B. TWO (2) KEYS FOR EACH CONTROLLER. REVISKONS BY SMALL BE CO-ORDINATED WITH LEWIS HOMES APPOINTED Q REPRESENTATIVE. NEAR EXISTING UTILITIES. ALL SUBCONTRACTORS SMALL VERIFY THE GI Y � /I W4�*1`� C'"i'�,F - �C7v!v�i 1'i"' 04•luC - CIX ti11�PI ,I-k A1.1A KEN W/G� ���ir+�„a� �.��t }. ;•- k.,. .; rl� t -;A,,_ �j" ,I �ti�.t- �Nt +, �.1 ,rrrr.T LOCATION AND CONDITION JF ALL UTILITIES AND BE RESPONSIBLE C. TWO (2) QUICI( COUPLER KEYS AND HATCHING HOSE SWIVELS. /� k. TI:L QUALITY OF WORKMANSHIP AND MAIERIALS SHALL BE OF TWE FOR ANY DAMAGE. Q r+Y_rF-�i I`'�-''�Z U�►�"r �. ►- - IrIALL. I'�IvJF-J'r T' '/� RIGNEST STANDARDS GENERALLY ACCEPTED BY THE INDUSTRY. 0. TWO (2) OF EACH SPRINKLER HEAD SPECIFIED. T. IRRIGATION DESIGN IS BASED ON 55-60 PSI AVAILABLE WATER ►`U -� j- � �h- F- �w'� -'1�1 �✓E+ i-'� 4 Jv=Y ELL �.H1Ec.K- hC-�� i i I c PRESSURE AT " GPM. CONTRAZTOF3HALL VERIFY PRESSURE 16. S-BUILT DRAWINGS - THE IRRIGATION SUBCONTRACTOR AND THE LANDSCAPE !`�I° � F'' F. THE CONtRACTUR SIAM. KEEP THE PRFAiSE. CLEAN AND FREE OF �_ � H '• G + C.X��:CS 1QUIPI N'(, MA'iERIALS AtiO RUBBISH INCIDENTAL t0 PRIOR TO CONSTRUCTION; SHOULD A DISCREPANCY EXIST, NOTIFI SUBCONRAACTOR SHALL PROVIDE AND KEEP UP TO DATE, A COMPLETE 'AS-BUILT' f ',,-,.�. �I'7 L/ • "C ►"r► h'Tr"r� �;rl� .,..TI4t+�st VAI-)/; I' k_�C 111 VJRV. rHE LANOSCAVE ARCHITECT PRIOR TO BEGINNIIKa CONSTRUCTION. RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION, THE 4-y N1' lei A-<. �•.JTJ GpIJ'�ri�, �(AI'VE r +-k �� �N 2. }`.L-U,F Ut ►'Jkt - 'rHF SUBCUNTRACTORS SHALL FURNISH ALI. MATERIALS, S. WATER METERS SHALL BE IWSTALLED BY 0T11RS. IRRIGATIUN SUB- CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE 'AS-BUILT' U1AOR, 1 4FISPOPTAT1ON, EQUIPMENT AND PROPERLY ANU S14ALL CONLkACTORS SHALL MAKE POINTS OF CUNNELTION (P.O.C.) AS SET TO A REPRODUCABLE OZALID SEPIA, PROCURRED FROM THE LANDSCAPE PI.RFO.r h L UP(Rt'IIONS REQUIRED FOR A COMPLETE AND OPERABLE INDICATED PER PLAN. THE BACKFLOW PREVEN(IUN DEVICE SHALL BE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE IR^IGAr10N SYSIE-h AS )NI+ICATED ON. OR REASONABLY IAPLIEO. BY LOCATED PER PLAN OR AS INDICATED IN THE FIELD BY THE LAND- FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: GATE ���� GI�`� � I'1A1�1�1►JL� 74- r'✓- J)►tI , Mq4 .0�r�� �" h1E DRAWINGS AMO/nR NOTFS. SCAPE ARCHITECT. HALVES, MAIN LINE AND CONTROL WIRE ROUTING, P.O.C.. BACKFLOW p -. � l .r-°- DEVICE, CONTROL VALVES AND CONTROLLER, QUICK COUPLING VALVES. -�' �� M+►^ �r�' Q A. 1kCLUDED AS .". PART OF THE IRRIGATION WORK, BUT NOT LIMITED 9. IRRIGATION SUBCONTRACTOR SMALL BE RESPONSIBLE FOR CONNECTINt, AND OTHER PERTINENT UNDERGROUND ITEMS. drawn �`,,,� ,I Ds IT, ARL THI: F0110WING ITEMS: THE FURNISHING, INSTAL- 120 VOLT SERVICE TO THE CONTROLLER. ELECTRICAL POWER SOURCE ♦ 1Q � H1 wYv� - R7I� slLE IGr� �li.� lf1E . rsIZE 1��44"1r:D all (�y�r.! LirG ANU TESTING 0; ALL MAINLINE, POIN* Of CONNECTION. WILL 8i. PROVIDED BY 1'HE OWNER WITH A JUNCTION BOX AT THE 17. ONTROLLER CHART - UPON APPROVAL OF THE FINAL 'AS-BUILT' LATERAL LINE, RISERS AND FITTING). SPRINKLER HEADS, BACK- CONTROLLER LOCATION AS SHOWN ON THE PLAN. DRAWINGS, COHifiRACTOR SHALL PROVIDE ONE CHART FOR EACH C N� JI.wI� L1� !'�;F -'1' (- ✓dial. �LtrJ G,�ptlL GO�11'�X- W �plj(� W h INE- ) _ fes: �%�-'r"1►'1'✓N, +'f' `�1�` �r'.�� (-'11x•1 G���- IL> FLIM PROTECTION, AUTOMATIC COhiRULLERS, CONTROL MIRES CONTROLLED INSTALLED. QF4_ 1, (Lf OLVES), ELCCiRICAL CONIROL VALVES AND THE EXCAVATION. 10. ALL CONTROL WIRE SHALL BE SOLID COPPER, PLASTIC INSULATED, n' BA('KFIL . AND ".LI. OTHER WORK IN ACCORDANCE WITH T4ESE PLANS, OF DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG /12 A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED a DETAILS AND NOTES. WHITE; ALL PILOT WIRE SWILL BE AWG 014, RED OR BLACK. AS-BUILT SYSTEM (A BLACK LINE PRINT REDUCED TO THE • MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED ?-- �MCn M O �YIthC� F�1' O " c� C. 'ALL 1RRIGATIuN WORK SHALL BE GUARANTEED BY THE SUBCONTRACTOR 11. ALL CONTROL WIRE AND IRRIGATION LINE RUNS UNDER A/C PAVING -WITH A DIFFERENT COLOR FOR EACH VALVE STATION). scale T �'1^ AWI-� �I� 1141,-rA - I �VI`'E' IaI4E r5r-oM T�-T) �' ���� r�tF-T'Er- ��- ilkps AS 1C NiAYEPIALS AND WORKMANSHIP, INCLUDING SETTLING OF SHALL BE ENCASED IN SCHEDULE 40 PVC PIPE SLEEVES. N/A _ III Eu'•CKFILLE11 TRENCHES BELOW GRADE FOR A PERIOD OF ONE (1) 0. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE �� ' �` �`P L!µ� �I MIrJ. F' Q� HLUB/ q9 YEAR IULi.0WING THE DATE OF FINAL ACCEPTANCE OF THHE WORK. 12. FINAL LOCALION OF CONTROL VALVES SHALL BE APPROVED IN THE HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF 20 MIL ) no FIELD BY THE LEWIS HOMES APPOINTED REPRESENTATIVE. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONWOLLER 8 611 ® ►4►`��"1JAI , MJ(-F�a..IL I"t;,t'%s4� E• 'I O}� L��bSGI'1 h' G Q� L/N'E-ice �.�tUP�J- �p mit DOOR USING VELCRO TAPE OR EQUAL., 1' ly a HoloI'i eim ')!"I. ,Zrv& W��JKk1F-� I�Yt�'t� F�� f? W c) _ __.. 18. BACKFILL WITHIN 4" OF ALL PIPES SHALL BE FREE OF HOCKS OVER n,tun 3/4" DIAMETER. sheet 1 I' IRRIGATION LEGEND IRRIGATION NOTES of sheets / 0 WE 97393 �C kAA'w• V NOTE HYDROSE B, ED MIX 1. All TURFGRASS AREAS AS DESIGNATED ON THE PLANS SWILL BE • � � ,;�, MYDROSEEDED AS FOLLOWS: 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION NOTE. SMOOTH ALL SURFACES, FINISH GRAbE TO 1" BELOW 1sso�as '- ADJACENT WALKS, DRIVEWAYS, ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS/SURFACE IRREGULARITIES; FILL LOW SPOTS Q AND EVEN IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO J NYDROSEEDING. OWNER SMALL APPROVE FINISH GRACE PRIOR TO PLANTING. iIt? N k ' 3. 'TNOR OUGHLY NIX AND EVENLY APPLY THE FOLLOWING HYDRO- SEED MIX TO ALL DESIGNATED AREAS FOR TURFGRASS HYDRO- SEEDING: • CELLUt OSE FI BER 30 LBS/1000 S.F. , 16720-0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F. '► SOI GYPSUM I' • a BDU 31-0-0 SLOW RELEASE 7 LGSM S.F. +r/ AG. 501E SULFUR 7 LBS/1000 S.F. 25 LBS/1000 S.F. SEED MIX PER LEGEND 12 LBS/1000 S.F. ~ • SPRUCE• AVENUE ao r � . ` , ix> 'p a, aka► ' 4. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE WTERINGS THE DAY OF THE HYDROSEEOING TO THOROUGHLY. _ • . ;• SATURATE THE SOIL, AFTER THE FIRST IRRIGATIONS, WATER ---�..___.__ - ,, •: SHALL BE APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS �`�.` ^�►� "-'-•- - %- CONDITIONS MAY REQUIRE, TO KEEP THE SOIL MOIST ABOVE, `, - _ a_.' •'. ._� ,' _✓ AROUND AND BELOW THE SEED/ROOT SYSTEMS AS MAY BE -�_ NECESSARY FOR PROPER GEHM1NAT ION AND PLANT GROWTH. r ` +. r 5. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NONGERMIN- 1 •�" �' - \ ATING OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDRO- . } SEEDING. TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE. i y 6. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2;", \ ; 1� •-� BEGIN MOWING ATA MINIMUM HEIGHT 2 REFER TO ! • ^ .� `• •� MAINTENANCEMOWING NOTES FOR ADDITIONAL MOWING REQUIREMENTS. 2 • • �1� I •� 1 d 7. BEHOVE ALL ROCKS 3//" DIAM. AND LARGER IN TOP 2" OF � SURFACE SOIL IN AREAS TO BE SEEDED WITH TURFGRASS. • « / ' , a � r S. SEE SHEET LJIFOR ADDITIONAL NOTES ON TURF. ` 0 • : 9. TURF MLX TO BE COMPRISED OF: 30% PENNANT PERENNIAL RYE 30% KENTUCKY BLUEGRASS 'ROYAL BLUE' • � W • I n d ICs MULLED BERMUDA , / ••• NOTE A: II ill. �1J Is11'�MIrJ �'�OQ •I Y L,14-v "W7 l• p WUL A`2 WOFW- WHICH F_X . O ' ; Guru S►W,l, PAID >� r 51 PI m I i It w1NEc'1, o . • 2414 "► bl014A9;: J . w EJ.1I • • I IY��I • �VL7 �I' ' • I • -_ + t idyl r p i � alp• b I•• '1•• �t.E�t �r.�� 't��'��Ll �ia.a1.J' -- MULTI -'._ - W m ` c Rvo itel}''`IMS 12" O.G• / • STq Ia—�C�►l.. (!EFz ,,GPPE a }I • W s 1 •uj , � R • , , • V '• • • • ' , • I • uj o", W � w •.2ox ,�' cc ch J Ali 12,u lantlQ� n r% t 2 d . , • 2 "f 1T �'•� � I • REVISIONS BY �- • ' ' GIT E.6 l .!� drawn cWj • • C 2t" T • % 2'4' J 1 J V 1 =20' E f10 CIE?a filG _ .� . , c L_ r� -1� PII ,L 21b• j I I n �oF� i i i M i i L i [i iILT4EN4c� 86110 14 JS 411 ' t5 # y RK shoot .a 5 Ca-.• Pei UtTLEHE•NT HSTI OF C ALIF Of 7F,-N sheets 06073 BOTANICAL NAME SIZE DETAIL REFERENCE REMARKS VI. - - -- — 1 REE [PER PLAN) G �5 6:p►L.. 2 >< A4 P, I� ��. MI • HT -71r 2�{"po�C M+ HT. � ', MI W� '-5' G'°'L- S IS 15 �r�l-• �' ISI 7', hlt�'N; IG4lLATP15GAL,21%,TP i24'H TI A-, 1�:,4 E �-, GIaL; MIIJ .r �' , 2+' Ftc-4 !-ll 4T, o), �,�... MIS T MI 1,4t,7, PG QIP I Looe� �, gar !� I `r 5'T-?�`61 �'," � >d'` 1✓ r7 (SPL 17 _471) 1) A II 1 0)' Hid I y • ti B mer a 1 IV „ N ��. -. cr. I ",' 75 a' • y,Vii,.j. v+.�k ti 9 4' TREE CAN'OP Y 2" DIA X 10' LONG V' r LODGE POLE STAKES ROOT BALL (DO NOT PENETRATE) (�F.A I�iplolbEs 1 Grp. , G r 7 GRAM PLANT TABLETS FSE w V1-j' -T-�S-'J-�. Q _ { 6 PLR 5 GAL , 9 PER ' s I? ��p ' °�`T /'`� � °S CPL• G �� i� S c�TY c7pN ��� 15 GAL TREE ] 2410 I 4w _ FINI SH GRADE "a L� 1 IV' 04 . (III 1 i�Il�i,lI I�IIII' EARTH WATERING BASIN Y Q (RAKE SMOOTH PRIOR �;l,l�� TO SEEDING) Q Z 2x , ' O VI ES' kOOT LAALLI a COMPACT BACKFILL MIX W DIA (PER PLANTING NOTES) in Q P Iw l� P � ,- ,.. PLAN VIEW .NOTE : i r- �' VEiIGr II i 6"4 PEh'1UVE gTA�E SEE DETAIL 'B ' FOR PLANTING ( T_ ROOTBALL, SET CROWN AND MATERIALS SPECIFICATIONS 24 FLUSH W/FINISH GRADE N V W 0 P OVER-EXCAVATE AND IZ �L OTS. Nj , EE L-9 - ---- RECOMPACT NATIVE SOIL 3 V QEF 10000 � 1XkUUTbALL D1 z I Q TRIPLE STAKE B TREE PLANTING o. NOTE : RAKE WATERING BASINS SMOOTH PRIOR TO •' -- --- -- -- SEEDING OR GROUND COVER PLANTING FACE OF WALL k (WHERE OCCURS] SHRUB OR VINE do 4r I CONCRETE MOW STRIP aD t-- I 2U00 PSI NATURAL GREY - - - - - •----- I GRAM PLANT TABLEFSI SMOOTH TOWEL FINISH 3 PER 1 Gi1L , 6 PER 5 -GAL , k" RADIUS TO ALL EDGES J PER 15 GAL _ j #3 REBAR CONT , (CENTERED] EARTH WATERING BASIN LAP BARS 8" a SPLICES & TIE I INSTALL � " PREFORMED O r • EXPANSION JOINTS a 15' 0/ C MAX , , & AT BEGINING & END - 91 1 W OF RADIUS 'I I FINISH GRAD- W I�III� COMPACT BACKFILL MIX _.._-_ _ __ UI�PT11 (PER PLANTING NOTI-S) ' ROOT[3AlL ; SET CROWN FLUSH b•' . I - -- -- W WITH FINISH GRADE (� __ _. - _ _ 6•, ,r - II - FINISH GRADE AT GROUND -,�— COVER AREAS , 2" BELOW - OVER-EXCAVATE AND �_6" TOP OF MOW STRIP , RLCOMPACT NATIVE SOIL - - FINISH GRADE AT TURF AREAS - - --- -- _ _ 2xk001BALL UTA. �S" BELOW TOP OF MOW STRIP c ,'tea A PLANTING LEGENDC SHRUB PLANTING D MOW CURB 1. �E.N�ERRAL - ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE 8• THE OWNER SHALL PROVIDE'DOItGH GRADING WITHIN 1/10th OF 1 FOOT 11. MAINTENANCE PROCEDURES - THE GENERAL CARE AND MAINTENANCE W TY ANO COUNTY CODES, AND THESE PLANS. OF FINISH GRADE PER PPE", E GRADING, PLAN BY OTHERS. t-ANOSCAPE • CONTRACTOR SHALL BE PES"SIBLE FOR FINISH GRADE, INCLUDIOF�1REA�H7�CL �SIST OF PROPER WATERING, FERTII- NG, rI CATION, MEE9ING, CLEAN-UP, AND AS FOLLOWS: � A. SUBCONTRACTORS SHALL CAREFULLY INSPECT THE SITE AND VERIFY ANY MINOR ADJUSTMENTS TO EARTH BERM AND SLOPE SHAPES. PROVIDE �RtE ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEDING WITH ANY FINISH GRADE IN PLANTING AREAS 1% MINIMUM FLOW. FINISH GRADING A. CULTIVATE AND WEED AT NOT LESS THAN TEN (10) WORKING ` (eat FL") � WORK UNDER THIS CONTRACT. SHALL BE 2" BELOW AD,IA:;VT WALKS, CURBS, DRIVEWAYS, ETC. IN DAY INTERVALS. • GROUND COVER AREAS AMC 1" IN TURF. (REFER TO GRADING PIANS, in I. THE CONTRACTOR SHALL CARRY ALL WORKER'S COMPENSATION, PUBLIC, SHEETS l-I to L-2.) OWNER•SHALL APPROVE FINISH GRADE PRIOR B. THREE FERTILIZER APPLICATIONS, PER NOTE ABOVE WITH 10 ILUAllL t boblE IWFA yliw LIABILITY, AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY OWNER. •-� +4LANI1NIIG. IDS. PER 1000 SQUARE FEET ib-b-S.S. ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES AND AS TWWNIC (YYP.) ft 1/16"0 Y l,-DETAILED. ALL PLANT MATERIAL SHALL BE OF THE HIGHEST QUALITY C.• IRRIGATION SUBCONTRACTOR SHALL MAINTAIN THE IRRIGATION GALV. LAC THILW) SCKEW ZTE IF V ai AND LARGEST REASONABLE 512E AVAILABLE FOR THE SPECIFIED CON- SYSTEM LIKE NEW, OPERATING CONDITIONS, ADJUSTING HEAD llk"Cb C"LIIP" WLCl:�" 2"off D. ALL IRRIGATION WORK SHALL HAVE BEEN INSPECTED AND APPROVED TAINER SIZE (WITHOUT BEING ROOT BOUND). SHRUB MATERIALS SHALL HEIGHTS, THROW AND SPRAY ARCS AS NECESSARY. THE CON- BY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY GROUND DE VIGOROUSLY GkOHING, HEALTHY PLANT M/11EkIAl, Ftlll AND BUSHY; TRACTOR IS RESPONSIBLE FOR PROPER WATERING OF ALL PLANTING COVER PLANTING WORK. OF HINES WHOLESALE NURSERY/MONROVIA NURSERY COMPANY QUALITY, AREAS, AND SHALL REPLACE ANY MATERIAL. DAMAGED DUE TO GALV. GUY MIRY (1110 LYLLCXS) 10�rJC.� OR EQUAL. LEWIS HOMES APPOINTED REPRESENTATIVE WILL APPROVE IMPROPER MOISTURE. M/ TURMWCYL.i 4 E. THE OWNER'S SUPERINTENDENT AND THE LANDSCAPE ARCHITECT WILL ALL PLANT MATERIAL WHEN SPOTTED FOR PLANTING, AND WILL NOT HESITATE TO d REVISIONS BY INSPECT THE PLANTING WORK. PRIOR TO STARTING WORK, THE REJECT ANY MATERIAL OF QUESTIONABLE QUALITY, OR OF LESS THAN D. ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY d CONTRACTOR SHALL CONTACT THE LANUSCAPE ARCHITECT AND CO- THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE. APPEAR IN PLANTING AREAS DURING MAINTENANCE PERIOD C�NCRLTE M0 STRIP ORDINATE ALL INSPECTIONS. SHALL BE REMOVED AT THIRTY (30) DAY INTERVALS. THE �d _ lUL�O P$1 NATURAL GREY 6. LEWIS HOMES APPOINTED REPRESENTATIVE LSHALLONA APPROVE THE LOCATION CONTRACTOR MAY ELECT TO REMOVE SUCH CONCENTRATIONS '� O j" X 36" WHITE PVC SLEWE F. THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE OF ALL THE 1 GALLON, 5 GALLON, 15 GALLON AND 24" BOX PLANT OF WEEDS MANUALLY OR BY AN APPROVED HERBICIDE PROGRAM. rJ (j p GUY WIRE) tiMVOTH TROWEL F I N I SN �.I HIGHEST STANDARDS. CO-OPERATION ANU FLEXIBILITY IS EXPECTED MATERIAL AS APPROXIMATELY SPOTTED 1N THE FIELD BY THE LANDSCAPE OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER/LANDSCAPE SUBCONTRACTOR. E. DURING THE COURSE OF THE MAINTENANCE WORK, LANDSCAPE RADIUS 10 ALL EDGES ARCHITECT IN PRODUCING THE BEST POSSIBLE PRODUCT. SUBCONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS 7 CRAM PLANT TABLETS #i RFBAR CUNT. (CENTERED] 7. ALL GROUND COVER AS NOTED IN THE LEGEND SHALL BE ROOTED TIP �O FROM THE SITE AND SHALL KEEP THE PREMISES IN A NEAT 4-6 G. UPON COMPLETION OF EACH PHASE OF WORK, THE CONTRACTOR CUTTINGS FROM FLATS AND SHALL BE PLANTED IN STAGGERED ROWS AND CLEAN CONDITION AT ALL TIMES. (12 PER 24" BO;:, 15-1!)" LAP BARS 8" @ SPLICES & T I E SHALL THOROUGHLY CLEAR THE SITE OF ALL ACCUMULATED CONTINOUSLY UNDER ALL TREES AND SHRUBS IN THE AREAS AS 16-36", 21-42", 26-4�~) RUBISH, DEBRIS, AND OTHER EXTRANEOUS MATERIAL. DESIGNATED ON THE PLANS AND AT THE SPACING INDICATED IN F. DURING THE MAINTENANCE PERIOD LANDSCAPE SUBCONTRACTOR I INSTALL k" PREFORMED THE LEGEND. SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION EXPANSION JOINTS a 15' 0/C 2. SCOPE OF WORK - FURNISH ALL MATERIAL, LABOR, TRANSPORTATION, FOR ALL PLANTING AREAS. ANY DAMAGED AREAS SHALL BE EAR7CIi WATERIM(: BASIN - AArE MAX . , 8 AT $EG 1 N i NG END & EQUIPME-HT-A-N0 PROPERTY TO COMPLETE THE LANDSCAPING OF THE 8. TO ALL NEW PLANTING AREAS (SHRUB, TURF, AND GROUNDCOVER) REPAIRED AT THE CONTRACTOR'S EXPENSE. SMOOTH YRIOtt 2�O SENiT1IMG PLANTING AREAS SHOWN ON THE DRAWINGS, OR REASONABLY IMPLIED ROTOTILL THE FOLLOWING AMENDMENTS 4" DEEP: OF RADIUS drawn TO COMPLETE THE CONSTRUCTION. INCLUDED AS A PART OF THE WORK, G. HAND PICK OR OTHERWISE REMOVE ALL ROCKS 3/4" AND LARGER FINISH VkAD4 too—, II,1��I� ;; Ar A p(='orc drawn !UT NOT NECESSARILY LIMITED BY IT, ARE THE FOLLOWING ITEMS: NITROLYZED FIR SHAVINGS 0 4 C.Y./1000 S.F. APP@iRINti ON SURFACE DURING MAINTENANCE PERIOD. — 15 LBS. 16-6-8 COMMERCIAL FERTILIZER PER 1000 S.F. C INSTALLATION OF CONCRETE NOW CURB, FINE GRADING OF ALL PLANTING �F"'"� AREAS: PREPARATION OF ALL PLANTING AND TREE HOLES: FURNISHING 9. BACKFILL NIX FOR TREES, SHRUBS, AND VINES SHALL BE AS FOLLOWS; STANCES – 2 X Z Y 3O" RMD AND INSTALLATION OF ALL REQUIRED PLANTING BACKFILL MATERIALS, Dot TREE STAKES AND MISCELLANEOUS MATERIALS: FURNISHING AND IN- 6 PARTS BY VOLUME ON-SITE SOIL 12 AFTER DEMOLITION, CLEARING, INSTALLATION OF IRRIGATION0SCAPF I 1 1" X 30" CALM III(li1 PIPlE 1 N 11" DEEP SAND STALLATION OF ALL PLANT MATERIALS: PROVIDING MAINTENANCE 4 PARTS BY VOLUME ORGANIC AMENDMENT AS ABOVE SYSTEM, AND SOIL PREP, BUT PRIOR TO PLANTING, PERFORM _ �,1 *, THROUGHOUT THE SPECIFIED PERIOD: CLEAN-UP AND WEEDING OF ALL 1 LBS. 16-6-8 PER C.Y. OF MIX WEED ABATEMENT PROGRAM TO ALL PLANTING AREAS AS FOLLOWS: �Q �QNHLUB/KNo 9C , COMPACT BACKFILL MIX -- �"� 3 1� LANDSCAPE AREAS: GUARANTEE OF ALL PLANT MATERIAL AND WORKMAN- O� �� --�. •:•:�� (PER PLANTING NOTES) 1 SC.ale SHIP FOR A PERIOD OF ONE YEAR. 10. MAINTENANCE PERIOD - THE MAINTENANCE PERIOD SHALL COMMENCE TO ALL PLANTING AREAS - y Q� 'Ti � 2X N/A UPON HOWNER'S AND LEWIS HOMES APPOINTED REPRESENTATIVE'S co W C� .•�•,�•:� %:L-. ROOTBALL - SET CBOIAI FUSU IRRIGATE DAILY FOR TWO WEEKS THUS ALLOWING ALL ac '%'' ` �"`'''� IOb n0 3. SUBCONTRACTORS SHALL REMOVE ALL WEEDS, ROCKS OVER 2" DIAMETER, WRITTEN APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND D A• ' W/ FINISH GLADE ..: .,-. ..,,.., DEBRIS AND OTHER EXTRANEOUS MATERIAL FROM THE JOB SITE IN A SHALL BE FOR NINETY (90) CONTINUOUS CALENDAR DAYS. MAINTENANCE• EXISTING WEED SEEDS TO GERMINATE. AT THE END Signature 861 10 LEGAL MANNER PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS WORK SHALL INCLUDE THREE (3) FERTILIZER APPLICATIONS TO Of TWO WEEKS, APPLY "ROUND-UP" OF EQUAL SYSTEMIC * `7y a• * .�....� ALL PLANTING AREAS AT THE THIRTY (30) DAY INTERVALS DURING HERBICIDE. DO NOT IRRIGATE WITHIN 6 HOURS AFTER OVER-EXCAVATE AMD ltBCa1PAL."f FINISH GRADE AT TURF AREAS CONTRACT. ROCKS SHALL DE REMOV%ED TO A DEPTH OF 6" OR MORE. ALL MAINTENANCE PERIOD (REFER TO SOIL PREPARATION NOTES, APPLICATION. HERBICIDE SHALL BE APPLIED BY NATIVE fi01L' L" BELOW TOP OF MOW STRIP THIS SHEET, FOR TYPE AND APPLICATION RATES). INDIVIDUAL WITH APPROPRIATE LICENSE. REFER TO �I' �� FROM TIME IOFCAPPLICATION ATIONS FOR PTOITIME OD FOFI IMPLEMENTING 9ME REQUIREDrCOF C 0 KOUTtAL A. Z t -j4NAMjjjA4j, AFTER COMPLETE W KILL, REMWE ftL r PLANTINGk - GUYING-- - _NOTES , � ' . TREE PLAY AREA MOW of EAST FILE CORP. IRVINE. CA EFM 30 SPRU CE AVENUE PARK 8.87 LEWIS HOMES ClAo M T F WAR - m K I i y ; 71 (SIT wo i i 4 71 z I r + ok L R 3 0 0 a D r -►� to y►_ a / 0 s a - n r n m ' d L 4< (� fp op A m �D zl � r / o- X m Z / tT1 70 - 4 o i x-A d - - r V � T Ila KEN "TSUOKk E.E., P4C. `$ 1 d ' ELM AVE � � . t 79 N. TUSTiN AVE. sutTE to ,. RANGE . CA. 92667 - r . 714)633-7761 , 3 ` Jia _F.. .� _..... - —%11 P—PT7 ` _ v s. , rte. y am , Ir V • 1 97393 a. . r - , !gwwm 30 5 Y M pyo LL IS ", s I Pr1C>W SLACTRICAL 3MCIFICATIONS t sib «` M w -r C, i ' The work includes the furnishing and installing of all electrical work including -- ' �" 0 -fYPE D SIX UQe- oND P LE 1 ( , n8 � ..� ��� I labor, materi4ls, delivery, insurance fees, taxes and equipment as shown and noted � � �� + on the drawings and as specified herein. ' " a• AU Iboe. 4 v'- '' o o , All �i�A- .work shall be installed o;rlperformed in compliance with the City " p E L. e.a v 'f ra p P E R Nt `rf G K'( b tt K IZ I Electrical Code, and the National Electrical Cads, except that the conduit �i11 sl+m►hi � 0 be &s indicated on the drawings. ' A` ' — — — — U►JDeR4P,0UWD OR LIWPEW- <WE OLAb GOWDUIT KUQ y -- - Ia o ti ER u u To PA u E L A 1 N D 1 C A'f E p All materials used in the el ectri cal work herein specified shall be new and $hall be — — A 1,3 1 Z ' c p 3 Y 12 i listed by the Underwriter's L&boroories& Inc.& and shall sect their r,eq4remlwts J and �M lel. `►".� a1 n�L'4. it `IfMIS/s iX 44 c, 3') 4, o R 5 r1 to 'All equipment shall conform to the National ElSetsieal MOM AffitUrer s , (MMA) industry standards. D U U D E e c-►RO u u O p U L L eO K - 0 90O K5 PROP. 'i -5-r W 1'fN The installation shall conform to the requirements of NECA "Manual of Good W4rkmaa&1A R6. ErcTEW'510 -1 0P- APPROVED EQUAL- gY QUIGKOE'(• , t The electrical drawings forte a part of the work to be done under this specifications 9 and the work shall be executed in accordance with these drawings. The >FLm=MICAL._ 4 �., C•0, COIJDUI'( ONLY } drawings are diagrammatic and indicate the locations of outlets and equipment and + the circuit arrangement of t1}s- required wiring. Although not necessarily indicating DOU g L E DU P L F f 2 4A - 15 v 6n F I R E G p'f 5 the actual runs of conduit, the drawings shall be followed as closely as coordination L1U1313tz1.1_ G►F - 53621 DIZ EQUAL. CWfi 1A S-tOR) E with the work of other trades and spaces �►-*Zk - will permit. Any discrepancies, sonfliets, or questionable points shall be immediately reported to the Landscape Architect. All items not specifically mentioned in the specifications or noted on the drawings, but which are obviously necessary to sake a complete working installation shall be included. lawrd Drawings are required. The Contractor shall obtain and pay for all permits, licences and fees A-squired foe -the execution of this work, and shall arrange, for and pay for &LI required tests and inspections, and shall give all notices required by any WW all lswr rules& vogue . » latiams and ordinances which pertain to this work. All wiring wad Connections shall be tested for sontimAty, short and improper grounds.* The Contractor shall consult and cooperate fully with with all trades furnishing labor& k materials or services, so that the Mork, as a wbele& shall be executed in the most efficient wanner and without conflict or delay. e y The Contractor shall be responsible for the protection and good condition of all • New electrical material and equipment for the entire �AL.LAQ-K*4- The Contractor shall wake all provisions for temporary electrical service and shall make temporary connections and provide distribution for electrical sonstru bion power♦ size as required. • it '. e. ;: Equipment and accessories installed under this Section shall carry the ma>rusfacturer's '. guarantee from the date of acceptance of the equipment. The Contractor shall guaranties- in writing, in a form acceptable to the Owner, the entire electrical inatall&%ion r against defective materials and/or inpraD� workmanship for a period of one year R ' cc from the date of final acceptance, and Burring the period soveted t� by the guarantee, f � a LL Coa tactor shall make necessary replacements and repairs at no: tost to the Owner. W Reference to specific manufacturers catalog numbers is intended to establish the r; N required standard. Requests for substitutions must accompanied by literature which + W - completely describes the proposed substitution and clearly indicates all variances Q from that specylfied, and net Dost to be credited to the Owner, if such SIIl�tMt7s1S IL _ are allowed. W N --PVC Schedule oaduit &hall used on underground runs and shall be installed with `+ z W rigid steel galganized ells and risers unless noted +eAerwise and with the proper ground wires. All rigid steel galvanized conduit shall be coated with PLB eawpound z W J for equal. PVC conduit shall be installed 360 below grade and shall be properly laid and secured to prevent floating of conduit when e c is poured. EK ewrdui t &hal i athe installed with a 3" concrete cap. � • a y bnderground pull boxes shall be equal to brooks Product #5T with a bolt-on cover and W W — �� M W G N - I �o L U - 2 4 0 • 02 0 li; shall be installed with yard of gravel below the box far drainage. APPROVED Ec9�eL "C-lem- roc K of -1ooA . • ., � �� All conductor shall be new with manufacturers nape size and t , type of wire and Dear the Underwriter's label. Conductor shall be Type THW or THWN and approved for use in I " ♦1 ° 6nt locations. All taps and connections underground shall be made with compression type connectors and shall be made watertight. ' Furnish and install s complete security lighting system as indicated on the drawings 1 '20/240 V I (t �I with lighting fixtures, lamps 240 volt ballasts, poles, footipgs, anchor bolts, rein- N E V,/ P4 W E L A f oreingsteel s, etc. Fixtures shall be 150 HPS cast aluminum finned protective guard � f - type with impact resistant refractor, stainless steel tan perporoof hardware and rf G 14-f ry R E b.K E R S distribution type as recommended by the manufacturer. i - I6 - �! ROU►JD D'fE( t_ PDLE -VAIZK Mf. CU*.KEW T •L 1 M 1 Tr:Ie • 4C>14 -fi wt E --LOCV- - -7 DAY A!511 o-DIAL A " The Contractor shall perform all excavation necessary to permit installation of . M _ I p RO►I E . M W G h SS •4004 -►1. D�2 �duit, cables and other underground work included in this section. All conduit __ A►JD cA¢RYEVV ER.�ARA g� •(c¢I pa SA►Jc�+�v10 g �,. i ^ �1 M1e O¢ APP e,-�v below floor slabs on ground shall be *laced as close to the bottom of the slab as ` J o--- _ .... +l practicable. Provide and maintain in place necessary barriers, guard rails or 1 covers while excavations are open.pen 1�10 trenches or exsavatiowa we to be left open ^ , b � O.9 K W To w A t_K W h Y L I er►,'t!, ' when the Contractor is not present as the site. 44«Is G R0 U u D PO L E F►'�'*�'Z E- As soon as work is complete and inspected& all excavations shall be bachfilled. a I RR t GaA�f�o N co N T1Co t( t t Sacklill material rand method of compaction Mall eonform to the requirements of Earthwork Section. m WP aSF I entl rounded. equipment shall be effectively and T-- I Conduit* poles, paminelboatd and all electrical - j - perman y g Continuity of ground shall be maintained throughout the conduit p : 1 o ! systew.Grouno bushings and jumpers shall be used wherever the normal conduit termi- I .n on does not ensure continuity of ground L12GUIY b1ZEAW. 1:.k-5 A, REQU : rtrc.J d i � I ;Fo R REST 12 o O M L t G N'f I NG A u D POWER - ��"���N � �T�1. �% I "_„' (� �- 9��j T>��� I '•T� ��' I?EIUr-01ZGtD -TAMPe1-PF-v0E- 4AWP- REVISIONS BY auf� SCARES . WOLE. 9 dROUl1D LUG, 4- em SIN j f545t C-0VF- Z- 'Lem III EdE.L EG 5 — �gF.APF- C- 1*4 ' fO UFS` �ItcuNv• t -4- 3/4 Y 3G'� AWC.IJOIL "Lty ., to o G A4 15aRt► *." A Iboy G coWCe E'fE Q FoottNy A1Jv fo 0",&LL10 4C.yl W^-AII.J- - M f b d rE5 - u T 5 VERTICALS S 7' � drawn - �ERvIGE C-OWOUI PAY O'r4�Eiz i- 2000 FS I "Nr-"Ta J04 MIX • CheCked SI'Atz S$tViNfe LInLa'f`{ QE�UiRE MEN'r'y. ` ' 1 d'1 e 31NGtL E LI r� F- 01 4. 4 2a M scale ►4v-f E S PA+J E L P,ypa e D 414 A L L e01J-fe.1 Al I oo A-'l P C L I N M E WT L I M I'f1 N 4 M A10 �1p • W� Lk LIC� NT STAUDARD • LI['f Ae1CK 4lJD IO,OOo A.1•G• 1bOL'f-01.1 hRA1JGIJ �Rt:Af;C45, _�- WITH -TYPF " A r- I XTUIZ�. '' .. . �/, : • ' ' . w , . .. S�_ � fit.. of :" S arm€, • ,r , �y Too I Y d . nR-Il.fi 3) 3M* DIZt�11Z er- .� 1 "ter win �GE oybRp"GO p rt' 01LL 6x14 qcP, BI_r�M y sTu Cco C I G HT "Act T�Mwt) — t0 LA IcE ! - 4 x e RAFTED . o 2x it W p. -�f M J Pp HIll, Co x I2 DCF'.BEJtA V f -- �,t+ P'' v ,r p''I" Pjr(o'��IS% - - -- - - _- ._. . __. _ . 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I �5� F }• SCALE : 1 /4" - 1 -0 u i y Lav L rn GE W/ y4 w1Ite FA6�IC il L y rL ST�CC0 �„X 8 SHI PLAP S HT'G GJ 4 xs E,Xf, RAff ERS � 5 Cc x12 , BEAM 2 x 12 TRIM oY� ow SCP FLA1 C4NGRE''E TILE R •� -/� /kms ,,� O/ , • �C1N'>vV~ . 4x 6 POST--/ - --1, y(, '� 2x BLOCXjNG I 2x 4 STUD - rvp T�►��r.�-Y r vim✓* .r ------- — - -_Sw MRSTO N - , _ �• �` 1 to f++F Nopyt• J1'a° /�•`w � Sfl�t.E�K I FLR. LINE = - - ------ - i -- _ __ - -1'� r�APw�t `r FLR LINE Z _N FIN. GRAD E I _ _ • RIGHT SIDE ELEVATION NOTE:, REAR ELEVATION SCALE : 1 /4 " = l ' -0" SCALE : 1 ,4 " - 1 ' -0" Z SECTION . . , SCALE : 1 , 4 FIXTURE LEGF_N D mPtu -Too ® T�. l-44 T° v • tea, - -�cTd `.� sulJl.ij �i V Q 0 f�F fT6 rf� r � �` �I I I/,Z <t x 42f GRAB BAR, I I/�2M CLEAR OF WALL- IL OPEN W C `+ t{ N V ..�v +, x 3(' GRAS BEAR, 11V CLEAR OF WALL W ��4V� - J F� � -'� - �tht ' 3 SURFACE MOUNTED TOILE`( PAPER DISPENSER, Z J - �' . 'QT.�. Tr. '. v. + _ pf1 a �Gl�i yr . 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SCALE : 1 /4 " = 1 ' -0" SCALE : 1 /4 " = 1 ' -0" SCALE : 1 /4" - 1 ' -0" OF DRAWlymy