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HomeMy WebLinkAbout1702-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS Environmental Enhancement and - Moitmigation roject CITY of RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE for Metrolink Corridor RANCHO CUCAMONGA, CA 91729 Haven Avenue to Archm1bald Avenue VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET L-2 CONSTRUCTION & DEMOLITION PLAN �� ii_1uu ,DOTHILL BLVD. GENERAL NOTES: L-3 CONSTRUCTION & DEMOLITION PLAN CCITY HALL ITY 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA: L-4 CONSTRUCTION & DEMOLITION PLAN w ®G OF THE LANDSCAPE ARCHITECT AND THE CITY cL-5 CONSTRUCTION & DEMOLITION PLAN rvi BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB CENTER 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY AREAS - 8"WIDE X 6" DEEP CONCRETE HEADERS L-6 CONSTRUCTION & DEMOLITION PLAN ARROW RTE. �� ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE NANCE - 8'WIDE X AINTAI E G.C.RETEHEADERS L-7 CONSTRUCTION & DEMOLITION PLAN 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY BETWEEN CITY-MAINTAINED G. AND ANY PRIVATE-MAINTE- STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR NANCE - 6"WIDE X 6" DEEP CONCRETE HEADERS Q PUBLIC WORKS CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE- L—H IRRIGATION PLAN 6"WIDE X 6" DEEP CONCRETE HEADERS THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR L-9 IRRIGATION PLAN HUMBOLT Av. WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL <;::;.«:<.; .. - >:>::>«>-;i:. - ----- LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE L 1 O IRRIGATION PLAN a n STREET LAW. MADE IN THE FIELD, AD ADJUSTED AS NECESSARY TO MEET FIELD w a w W w CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 Q a a 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. L-11 IRRIGATION PLAN a m % z WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE a o z z ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO 14. PUBLICLY MAINTAINED TREES SHALL BE INSTALLED PER THE L-12 IRRIGATION PLAN a CONSTRUCTION. FOLLOWING CRITERIA: 6th STREET 6. LUSION OF ROUGH GRADING, AN AGRO PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. L-1 3 I R R I G ATI O N PLAN REPORT SHALL T CTOR, AND ALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC L-14 PLANTING PLAN RECOMMENDA IS SUPERSEDE SOILS SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. T RECOMMENDATIONS SHOWN ON THE ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE L-15 PLANTING PLAN 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED CITY INSPECTOR- atn STREET WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND L-1 V PLANTING PLAN PROJECT SITE STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ACCEPTANCE BY THE ENGINEERING DIVISION. (� ENGINEER. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT L-17 PLANTING PLAN . 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE PLANS ONLY. FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: L-1 Q V PLANTING PLAN \ 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911 9. ESTABLISHMENT L-19 PLANTING PLAN ON COMPLETION OF INSTALLATION, AN ESTABLISHPERI JAMES FRET SH COMMENCE,STABLISHMENT IS ACCOMPAND UPON WRITTEN VERIFICATION FRO THAT EE L-20 PLANTING, CONSTRUCTION, & IRRIGATION DETAILS INSPEC LISHED, B. GENERAL TELEPHONE (800)483 3000 ADEQUATE INTENANCE PERIOD(TYPICALLY 180 S)SHALL L-21 PLANTING CONSTRUCTION COMMENCE S MAINTENANCE SHALL CONC E ONLY AFTER C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 , & IRRIGATION DETAILS N.T.S. VERIFICATION OF L -OUT, FALL COLOR, WER COLOR, OVERALL PLANT HEALT , ND WITH Cl OUNCIL ACCEPTANCE OF D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591 MAINTENANCE RESPONSIBILITY MAP THE IMPROVEMENTS MAI A SHALL INCLUDE MOWING, RAN SAN CUCAMONGA, ROAD CONSULTANTS WEEDING, IRRIGATION, PRUN RISING TREE ROOT BALLS RANCHO CUCAMONGA, CA 91730 WHICH SETTLE BELOW G E, FER IZING, AND APPLYING SUCH SPRAYS AS ARE NEC ARY FOR PRO CARE AND UPKEEP. E. METROPOLITAN WATER DISTRICT (909) 593-7474 MAINTENANCE INCLUDES ALL REPAIR EPLACEMENT, CLEANING, ADJUSTING NECESSARY TO KE THE IRRIGATION F. COMCAST (909)983-9895 SYSTE GOOD WORKING ORDER WITH PROPER VERAGE, DUPONT ST. L A N D S C A P E RE RED PRIOR TO FINAL ACCEPTANCE OF THE WOR Y THE (PORTION OF RED HILL) ARCHITECTURE Y ONTARIO, CA 91762 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION (800)566-2757 SITE PLANNING PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.0-A. FOOTHILL BLVD. #120 (�O RECOMMENDATION. RANCHO CUCAMONGA, CA 91730 10630 Town Center Dr. �y 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 Suite 128 a DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE. Rancho Cucamonga W z 760-438-0525 FONTANA, CA 92336 o .r sr z _ t A 91730(9091 484-2800 U I. $GKRA RICvmT•oF•WA`�ENGINEm (`t13),52.O25Co _ ' i (9 (909) 484-2802 ll NOTE: GoNTRAGToR IS FLeCtUIREP To oID-rAl � A [*7 Richard Krumwiede WRIGHT of EWMY AGREEME-NT WI'C►{ Sou'[H�tN G4 REGIOOIAI. E - e CA Lic. #2834 AZ Lic. # 29115 IX U gAIl. Avi'woitrrY (•ScRRn)• ReFe K-ro We.WDIX- IN s�,e's. NV Lic. # 446 a W LANDSCAPE QUANTITIES C W A HUMBOLT AV. C� AMO 4 8TH STEET HUMBOLT AVENUE 8TH STREET HUMBOLT AVENUE O`'�, 8th STREET TOTALLANDSCAPE AREA TO EDGE OF ASPHALT 68,038 SO. FT. 54,131 SO. FT. CHAIN LINK FENCE LANDSCAPE AREA h SANDBAG PARCEL 98,005 SQ. FT. 81,607 SD. FT. n 6!-HIGH CHAIN LINK FENCE 1880 L.F. 1785 L.F. DESCRIPTION O F REVISION W > W TOTAL LANDSCAPE ACRES 2.27 ACRES 1.87 ACRES *� > > W 4' HIGH_CHAIN LINK FENCE 195 L.F. 85 L.F. ✓ DATE APPROVED a 4 TREES - CITY of RANCHO CUCAMONGA z 4 a Eucalyptus microtheca 131 108 ACCESS DRIVES FOR MAINTENANCE 1 0 t H W Olea europaea 'Swan Hill' 15 8 PIPE SWING GATES 1 0 0 Environmental Enhancement and Mitigation Project x W a � U � Platanus racemosa 2 g CONCRETE MOWSTRIP 38 L.F. 0 L.F. for Metrolink Corridor Quercus a rifolia 9 3 8 MULCH 68,089 S.F. 54,131 S.F. Haven Avenue to Archibald Avenue SHRUBS ~ U Acacia redolens 256 206 BOULDERS TITLE SHEET 24" 16 12 Arclostaphylos edmundsh 50 59 A P P R 0 V E D BY : - - DATE 30" 17 t 6 24953 MAINTENANCE Arctostaphylos uva-ursi 104 es RESPONSIBILITY AREAS Ceanothus griseus horizontalis 35 32 36" 18 18 CITY ENGINEER RCE N o . DESIGN ARCHITERRA DESIGN GROUP RECOMNENDED Cistus sahrifolius 82 81 RWK LANDSCAPE ARCHITECTURE YVgA, ,-%A,cCt L-ft SITE PLANNING v 10630 TOWN CENTER DR., STE 128Fremontodendron mexicanum 25 28 DRAWN SHEET RANCHO CUCAMONGA, CA 91730 N.T.S. Salvia cievelandii 58 57 .1RG (909)484-2800 FAX: (909)484-2802 L-1 CHECKED DRAWING NO. RWK DATE 6-2-99 RLA NO. 2834 / 7Da--L SHEET OF 1 1 1 � 1 w 1 > 1 Q CONTRACTOR TO REMOVE ALL 1 BALLAST WITHIN PLANTING AREAS AND 1 / LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES, Q WITHIN WORK LIMIT LINE ONLY AND 1 SHRUBS AND STREET FRONTAGE AREAS AS SHOWN, PURSUANT TO CITY STANDARDS SPREAD ALONG ACCESS DRIVE. I AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO METROLINK RAIL LINE 1 PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: M INTRAVAIA W } 1961 W. 16TH. STREET 1 i i UPLAND, CALIFORNIA 91786-2157 O � 1 (909)982-6713 U 50' 1 sF iQ p Q a � 1 axe sm = ATSF BOX ATSF BOX a: J 2X2 PED STA ❑ , a ; w 6' O VAULT S/W sm 101 -�""`-~� 1 1 RIPPING/GRUBBING NOTE: I WORK LIMIT LINE ACTIVE RAILROAD R.O.W. CONTRACTOR TO RIP AND GRUB ALL PROPOSED MULCH AREAS, AND REMOVE ALL NECESSARY WEEDS, I�L�j�������«jt�1�� ��y��j������� «L�j� ������� ����y WORK LIMIT LINE w BUSHES AND GRASSES IN THIS AREA. CONTRACTOR TO BLADE THE ENTIRE PLANTING AREA SMOOTH, -1�_ 1L! L l Zoe �1 tLLL/L/1�/��� Ll����/l tl�����L�l����� U����i1 CI S 153.00' SANDBAG PARCEL -- �� z REMOVING ALL HIGH POINTS AND FILLING IN LOW SPOTS TO CREATE A LEVELED PLANTING AREA. (4'-0"MAXIMUM HIGH CHAIN LINK FENCE) ( I a- ;� w W 1 36' 1 U Q 1 --� I ---- _ C.L. FENCE --- -- — --- --------- — -- —�— - —�— --�—�— —r---- --- — ----------------`77 Q ---- -------� X24" ; 30" \ . 1 v 24" « , , , 24 / / , i ! i ! , ! ! ! ! / 1 Ile / 24" ! I 12� I / / / 36 0 „ 36« / �.W / i / / / / / / / / ` / / / / / / / / / / \ 30 \ . \ - 36 24 , .36 \ \ \ \ BOULDER SCHEDULE 1 T9B i ! 36" ! MIN. 30" ! « 36" A. ti« s " _ 1 — 24 \ \ \ \ \ \ \ \ \ \ \ BOULDER QUANTITY TOTAL \ / GW !~li t•P i \ / \ \ 58 ! I 1 / ! ! ! / , ! ! / ! i ! / ! ! / ! /, ! / / ! / ! / ! 1 TSB \ \ \ \ vw \ - SIZES _ _ THS PAGE QUANTITY till lip / ! ! CB B'WIDE - - - - - - - - — — - - ` - - - - — 24" 9 28 I STREET R.O.W. N 30" 7 33 � 1 36" 7 36 8TH ST . 1 TYPICAL EXISTING TREE NOT 1 CONTRACTOR TO PROTECT IN 1 1 PLACE ALL EXISTING TREES. 10 1 3 4 7 2 6 9 1 CONSTRUCTION LEGEND: 0. PROPOSED BOULDERS, SEE BOULDER SCHEDULE. 0. V HIGH CHAIN LINK FENCE. O MAINTENANCE ACCESS DRIVES. O TUBULAR STEEL PIPE SWING ACCESS GATES. 5O CONCRETE MOWCURB. 6O MULCH. 1 O EXISTING ROCK PILES. 1 1 8O EXISTING CONCRETE SLAB. 1 1 1 METROLINK RAIL LINE 9O EDGE OF PAVEMENT. 1 1 10 4'HIGH CHAIN LINK FENCE. 1 a 1 � 1 1 `_ 1 = O Q i 1 1 Q - COM o aP 1 r DC 1 E O . U� ,Q p 1 � f 1 J < f W i E� v wl 1 � Or J 1 w &Bnet.r t� 1 r I RR CABINET 2X3 1 - - 1 � w 2 R nFr6 - 1• T1v �I�gg9D 9 WORK LIMIT LINE W 1 WORK LIMIT LINE pp. yy. 1 a} 0 siiiii�idiii i �l.�L���Li iii��L�L{,C1���liiiiiL�d�dLGt=�t�L.Gll�d��l Lldt�t�d�1L�rticc�rr Poo z 1 �' SANDBAG PARCEL - w SHEET KEY MAP _.__ - 102 r a 1 w w Up Cl)L-----------�L---- — C.L. FENCE - a 1 , z ----------M— --r+r rrrrr rr-------------j—ter— ---------r---rr--------------r--------'--------------------'--------- ------lr r---r------r----- ►--------------r---r------------- ---------------- z 1�1. 1 1 1 w IGW i 96 = DESCRIPTION OF REVISION \ \ ` ` \ \ 1 a DATE APPROVED . U w I - - - w — — — — — — — - - - - — - - - - - - - - - - - - - - - - - - - - -� HUMB LT AV. A CITY f RANCHOo CUCAMONGA STREET R.O.W. 1 1 Q . 1 1 Environmental Enhancement and Mitigation Project 1 8TH ST . 1 . .8.th STREET g � t 1 for Metrolink Corridor 1 Haven Avenue to Archibald Avenue � w > w 1 CONTRACTOR TO REMOVE ALL W LEGEND 1 A '� BALLAST WITHIN PLANTING TYPICAL EXISTING TREE NOT S 1 S LAN 1NG AREAS AND O � WITHIN WORK LIMIT LINE ONLY AND CONTRACTOR TO PROTECT IN 1 a 4 CONSTRUCTON & DEMOL MON PLAN - « � 1 cn OG SPREAD ALONG ACCESS DRIVE. 7 9 2 6 ROCKS(AVG. SIZE 1 ) III EDGE OF PAVEMENT PLACE ALL EXISTING TREES. FOR IRRIGATION SEE SHEET L-8 0 W z APPROVED BY - DATE : " FOR PLANTING SEE SHEET L-14 x Ei W , PP POWER POLE Tse TRAFFIC SIGNAL BOX U a z 4 CITY ENGINEER (�CCG�' RCE N o . 24953 w w x x GW GUY WIRE sm SEWER MANHOLE DESIGN ARCHITERRA DESIGN GROUP FE NE PLAN CROSS REFERENCES LANDSCAPE ARCHITECTURE _ RWK FH FIRE HYDRANT CB CATCH BASIN FOR DETAILS, SEE SHEET L-20 & 21 SITE PLANNING FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK DRAWN 10630 TOWN CENTER DR.,STE. 128 SHEET T TRAFFIC SIGN WV WATER VALVE RANCHO CUCAMONGA CA 91730 S CSG JRG - FOR CONSTRUCTION SPECIFICATIONS SEE SPECIFICATIONS BOOK - 909 484 2800 FAX: 909 as4-28o2 L2 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-8 CHECKED DRAWIN NO FOR CORRESPONDING PLANTING PLAN SEE SHEET L-14 . « ' — ' SCALE. 1 _20 6-2-99 2834 C RwK DATE RLA NO. I?D� 1... SHEET OF LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES, SHRUBS AND STREET FRONTAGE AREAS AS SHOWN, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: INTRAVAIA 1961 W. 16TH. STREET UPLAND, CALIFORNIA 91786-2157 (909) 962-6713 1 1 1 RIPPING/GRUBBING NOTE: 1 CONTRACTOR TO RIP AND GRUB ALL PROPOSED MULCH AREAS, AND REMOVE ALL NECESSARY WEEDS, 1 BUSHES AND GRASSES IN THIS AREA. CONTRACTOR TO BLADE THE ENTIRE PLANTING AREA SMOOTH, 1 REMOVING ALL HIGH POINTS AND FILLING IN LOW SPOTS TO CREATE A LEVELED PLANTING AREA. 1 1 1 1 1 1 METROLINK RAIL LINE 1 CONSTRUCTION LEGEND: 1 Q O PROPOSED BOULDERS, SEE BOULDER SCHEDULE. 1 3 O 6'HIGH CHAIN LINK FENCE. (V j o 1 g 3O MAINTENANCE ACCESS DRIVES. T 4O TUBULAR STEEL PIPE SWING ACCESS GATES. 0 W ; p 5O CONCRETE MOWCURB. W 1 1 qac 6O MULCH. V J 17O. EXISTING ROCK PILES. 1 WORK LIMIT NE ACTIVE RAILROAD R.O.W. �LLtiG�Liiif�t/tl �1�1�����L�l�ll1lLlG�LLsl�1�1 �=�5�����= =��-F-rO=�� W EXISTING CONCRETE SLAB. W ; SANDBAG PARCEL �— ) log w � U) O EDGE OF PAVEMENT. i U Cr If 10�00 1��I� / ' ' C.L. FENCEdO� 10 4'HIGH CHAIN LINK FENCE. dop w —ww w www w----w w--w ww —w w w w w w w w w ww—www— _w w w w w w w w w w ww w w wW w_wwwwww a M .J do dop T \ \ \ \ �\ \ ���� \ \ \ \ \ \ \ \ \ yam ♦ \ \ \ \ _*I dlPP PIP aw 1 _ 0' Q y v - SHEET KEY MAP G 1 STREET R.O.W. ' W 8TH ST. _ 1 _ x V 1 a 1 V 1 a w 2 9 s 5 A HUMB LT AV. CONTRACTOR TO REMOVE ALL vo STREET BALLAST WITHIN PLANTING AREAS AND • WITHIN WORK LIMIT LINE ONLY AND W SPREAD ALONG ACCESS DRIVE. > W 4 OW FOR IRRIGATION SEE SHEET L-9 Z FOR PLANTING SEE SHEET L-15 U U a DESCRIPTION OF REVISION DATE APPROVED _ CITY of RANCHO CUCAMONGA ] 'DSCAPF "°� � Environmental Enhancement and Mitigation Project rn for Metrolink Corridor =� netur Haven Avenue to Archibald Avenue 7-51- LEGEND � HenEwabate'" � q 6-Al-22 CONSTRUCTION & DEMOLITION PLAN ROCKS (AVG. SIZE 1-) lin EDGE OF PAVEMENT l� �f CAL�E�� AP P R 0 VED BY: - - NoDATE : "'a PP POWER POLE TSB TRAFFIC SIGNAL BOX CITY ENGINEER/2- ��C�GG . v &(6// RQE ,J. 24953 ' GW GUY WIRE sM SEWER MANHOLE PLAN CROSS REFERENCES DESIGN R� ARCHITERRA DESIGN GROUP vlon_ �M LANDSCAPE ARCHITECTURE FH FIRE HYDRANT CB CATCH BASIN FOR DETAILS, SEE SHEET L-20 & 21 SITE PLANNING 10630 TOWN CENTER DR. STE. 128 FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK _ DRAWN RANCHO CUCAMONGA, CA 91730 SHEET Ts TRAFFIC SIGN wv WATER VALVE FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK JRG (eos)aaa 2eoo �Ax: c9o9>a84 2soz L-3 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-9 SCALE- 1"-20' CHECKED DRAWING NO. FOR CORRESPONDING PLANTING PLAN SEE SHEET L-15 RWK DATE 6-2-99 RLA NO. 2834 1"10 -L SHEET OF CONTRACTOR TO REMOVE EXISTING CONCRETE SLAB, AND DISPOSE OF OFF-SITE.. 1 2 6 9 8 HUMBOLT AVE . STREET R.O.W. r-- - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - lilt Ild PP4\ / W 24" \ \ pp \ . \ \ \ \ \ 24"31 24"z10 PP „ 30" / / \ \ O ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \fW / 30Tw - =� 36 \ \, \ \ \ \ \ \ \ \ \36" \ \24 WA�t "0 / / \ 30Zp Fl1EL PrPE w , 36" 3/ 36 36"�`� \ \ \ \ \ \ \ \ \ \ / \ \ \ \ \ \ \ \rrrrrrrw.-trrrirrrrrrrrrrrrrrrrrrrw.rrrrw.rrrrrrrrrrrrrrrw.rrrr rrirrrrrrir rrrrrw>•�rrr rrrrr rw.r��rr�rrrrrrrrrrrrrw.�rr�r�rrrrrrrrw.rrw.rw.w,�w,rw,�w.w.rrrw.rrrrrw.�rw.--rw.w.-rrrw.rrrrrw. errw.-rrrr.r�r�w.�r�r�rrr�rrrrrw.��wrw.�rrrw.rr rrrrrrrrr w,r.w.rw. rrrrrrrr-rw.r w.r�r�rrrlr r�r�aw.�rw.r w.aw.�r r+..��r�r r`�Lw6 r�rLr���`w.�C.L. FENCE sus w W � ER ' G PARCEL Q Too1111111 w`� — — /////1//////////////////////////////////////!/////////i////////////// //�/ //// ///!/.//// ///////////// /� ////�// //////////////////////////////////////////////////////// ////////III/////////I/////////////////////////////////////////////III///////////// W WORK LIMIT LINE `—/ ACTIVE RAILROAD R.O.W. 9� WORK LIMIT UNE LO CONTRACTOR TO TERMINATE NEW CHAIN 99 LINK1 LINK FENCE AT EXISTING NORTH AND SOUTH DEER CREEK CHANNEL R.O.W. FENCE w W cl: W � W � { Q METROLINK RAIL LIN W W 30• v, t TYPICAL EXISTING TREE NOTE: CONTRACTOR TO PROTECT IN PLACE ALL EXISTING TREES. W I CONTRACTOR TO PRUNE USING z t I.A.W. AND I.S.A. STANDARDS. Z � U SQ - - - - - - - - - - - - - - - ACTIVE RAILROAD R.O.W. G _ r� �i - �r r.�r r rt �r - r1 WiYYY� - �� �� '- rI wl� rw �� rY - �- r" �� r" �� r« �-. - - w�-r wr w.Y r�� w>t w� w�� l� w>• w>. ww, w>. w>• w� - - SANDBAG PARCEL - - 21"RCP NON RECLAIMABLE WASTE WATER ^ - - .��--- 2-- RCP NON-RECLAHMA9LE WASTE WATER IEUA4----------------------------------------------------------- IEUA--4--------------------------•--------------------------------------------- ----------------------- �----�-•-------------------------------------------------------------------IEUA'- (CBMWD MANHOLE) (CBMWD MANHOLE) _--- - (CBMWD MANHOLE) Jill r - _ TS I � LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES, SHRUBS AND STREET FRONTAGE AREAS AS SHOWN, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: \ INTRAVAIA 1961 W. 16TH. STREET UPLAND, CALIFORNIA 91786-2157 (909) 982-6713 RIPPING/GRUBBING NOTE: CONTRACTOR TO RIP AND GRUB ALL PROPOSED MULCH AREAS, AND REMOVE ALL NECESSARY WEEDS, BUSHES AND GRASSES IN THIS AREA. CONTRACTOR TO BLADE THE ENTIRE PLANTING AREA SMOOTH, REMOVING ALL HIGH POINTS AND FILLING IN LOW SPOTS TO CREATE A LEVELED PLANTING AREA. SHEET KEY MAP LEGEND a 0 ROCKS(AVG. SIZE 1") IIU EDGE OF PAVEMENT DESCRIPTION OF REVISION �C PP POWER POLE TSB TRAFFIC SIGNAL BOX DATE APPROVED x BOULDER SCHEDULE CONSTRUCTION LEGEND . CITY of RANCHO CUCAMONGA GW GUY WIRE SM SEWER MANHOLE `,Q.NnSCap� x .KKU M yy� aQC BOULDER QUANTITY TOTAL 1. PROPOSED BOULDERS, SEE BOULDER SCHEDULE. W FH FIRE HYDRANT C6 CATCH BASIN �ZG' y�� —SIZES _ I+flS PAGE QUANTITY (D x Environmental Enhancement and Mitigation Project O 6' HIGH CHAIN LINK FENCE. U TS TRAFFIC SIGN WV WATER VALVE -- ;4 ur6 for Metrolink Corridor 24" 5 28 W V'D a � 9 Haven Avenue to Archibald Avenue O MAINTENANCE ACCESS DRIVES. W 30" 6 33 q NUMB LT AV. oate ! 7 O TUBULAR STEEL PIPE SWING ACCESS GATES. CONSTRUC110N & DEMOLJTION PLAN 50. CONCRETE MOWCURB. 8th STREET APPROVED BY: � DATE : ��� MULCH. 1 1 /'r !i CITY ENGINEER ✓�� Z� RCE No . 24053 7O EXISTING ROCK PILES. > W ARCHITERRA DESIGN GROUP 8. EXISTING CONCRETE SLAB. q 4 > PLAN CROSS REFERENCES DESIGN RWK LANDSCAPE ARCHITECTUREJ FOR DETAILS, SEE SHEET L-20 & 21 SITE PLANNING O EDGE OF PAVEMENT. q AG FOR PLANTING SPECIFICATIONS SEE SPECIFICATIONS BOOK DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET FOR IRRIGATION SEE SHEET L-10 O W RANCHO CUCAMONGA, CA 91730 FOR PLANTING SEE SHEET L-16 '-' H FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK .1RG (909)484-28W FAX: (909)484-2802 L-4 10 4' HIGH CHAIN LINK FENCE. U W W FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-10 oG x U FOR CORRESPONDING PLANTING PLAN SEE SHEET L-16 SCALE: 7"-20� CHECKED s 299 2834 DRA��NG N0. RwI< RLA N0. 1? L � DATE SHEET OF TYPICAL EXISTING TREE NOTE: CONTRACTOR TO PROTECT IN 1 2 6 9 PLACE ALL EXISTING TREES. CONTRACTOR TO PRUNE USING I.A.W. AND I.S.A. STANDARDS. It HUMBOLT AVE . 1 1 STREET R.O.W. 1 1 1 � � 1 1 s 1 F7B GUARDRAIL s 9u �--� \O \ \ \ \ \ \ \ O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ■ G / ! PP / i / , ! ! ! ! / ! PP 1 \ 24 \ 8 \ \ \ \ \ \ a 15 30" \ N \ \ \ \ \ \ CQ \ \ \ \ \ \ \ \ 0"o 1 --------- ---------�--- -� ------r--_r--w�-r.irr ----------------- - -1--'L-L-1-����s�lr�dr-L-�����Lr1-r-rL�L- ./-L L J-�L L 1 C.L. FENCE w 1 1 I PP \c w > 1 U Cr 1 1 SANDBAG PARCEL Q 1 -7+7- T i isTiTii�i—iiTi iiiiTiTi�iTi3�l3 17TiiTiTi77TlJ7i'7�iTiTiTTlTi7iTiTTT7 l3lTTliTiTi7TTliTJ71777313TiTlll� WORK LIMIT LINE ACTIVE RAILROAD R.O.W. WORK LIMIT LINE 1 J ; 9 I co Gw W 1 ' I W 1 1 W 1 1W C� U) � W W 1 !MET! RAIL LIN W 1 C U L VSE RT� 1 C� 1 I Cn 1 Q W 1 8 Q � W 11 1 0 1 z _ UI VERT CONTRACTOR TO TERMINATE NEW CHAIN oaC i J 1 , GUA6RAIL _ W. .a_ MARKER MARKER LINK O FENCE AT CENTER AVE. CULVERT V 1 ' 1 U x AERIAL TBM Q /0 1 1 °\ WORK LIMIT LINE ACTIVE RAILROAD R.O.W. WORK LINT LINE � �/tl�����,GrL������1�,1�����fJf1�����L�l�����,Glt/�����111.�1111�1�1�����t/tl�����L�L������,ltl�����f1C�Lli1�1�1�����tltl�����L�L�LLl1�1�1tJLtLLl1�L�l�tllltlfl�����L�L�ltlt�,l�.l�����lJ[tLCLL�l�l��CLL�l�IL�—��I.�L�111Z� �1f1LL1frf�LLLL�t�t�tl..Ld�l�.ltLL�• 1 SANDBAG PARCEL 1 1 aw w > 1 --- ---------- .1_ ----------------------------------------- U Ir C ------------------------------- ------------------ -------------------- a 1 �-- --- ----------------��.------'— -------�4. --Yw_ _---r_ —rr-- --rr—r--------------rwe-----a . FENCE — --- -- —rr— ------� 1 36" �30N I ���. 1 t SIGN 30 1 1 9� \ a \ 24 \ 7 ww..:-rr-� w w.�-� .r err i if wi�wr� � ii�� �4 '- w-/ww�� -! -/ 1i r .4 L L .6-4- !- 4-4— w- i��. w-i-:' / �'�/ ww. / / 1 9 fw1 � ,• ./ .L .� LLL 1 � L LLL L / ,' � .r -'1�1 -i GUARDRAIL PP i , / .- --. '- •� i i / / o PA J ! / / ! / J J ! ! J ! / ! ! / ! ! ! ! ! J ! J ! PP J ! J / J / J ! / / J J ! / J J J J / / / / / J / pp J J J ! J I \ - • \ ; - \ \ \ STREET R.O.W. W C 1 8TH STREET 1 Q - - - - - - - - - - - - - - - - - - - - - - - - - - ---1 1 W 2 1 7 9 6 Z W CONTRACTOR TO REMOVE ALL U BALLAST WITHIN PLANTING AREAS AND WITHIN WORK LIMIT LINE ONLY AND SPREAD ALONG ACCESS DRIVE. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES, RIPPING/GRUBBING NOTE: CONTRACTOR TO RIP AND GRUB ALL PROPOSED MULCH AREAS, AND REMOVE ALL NECESSARY WEEDS, SHRUBS AND STREET FRONTAGE AREAS AS SHOWN, PURSUANT TO CITY STANDARDS BUSHES AND GRASSES IN THIS AREA. CONTRACTOR TO BLADE THE ENTIRE PLANTING AREA SMOOTH, \ \ AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. REMOVING ALL HIGH POINTS AND FILLING IN LOW SPOTS TO CREATE A LEVELED PLANTING AREA. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO \ PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: \ \ \ INTRAVAIA 1961 W. 16TH. STREET UPLAND, CALIFORNIA 91786-2157 LEGEND (909)982-6713 SHEET KEY M A P a � ROCKS(AVG. SIZE 1") IIII EDGE OF PAVEMENT W PP POWER POLE TSB TRAFFIC SIGNAL BOX x GW GUY WIRE SM SEWER MANHOLE DESCRIPTION O F REVISION DATE APPROVED BOULDER SCHEDULE CONSTRUCTION LEGEND : x FH FIRE HYDRANT CB CATCH BASIN CITY of RANCHO CUCAMONGA W NosCapF� W TS TRAFFIC SIGN WV WATER VALVE �Q' .V Rum�,�, �y x F Environmental Enhancement and Mitigation Project BOULDER QUANTITY TOTAL 1O PROPOSED BOULDERS, SEE BOULDER SCHEDULE. U c�,� '4 _ — SIZES IHIS PAGE QUANTITY x r � A -� for Metrolink Corridor 2O 6'HIGH CHAIN LINK FENCE. W netur8 Haven Avenue to Archibald Avenue 2a" 4 28 A HUMB LT AV. K newal Cota 3O MAINTENANCE ACCESS DRIVES. N 6 O TUBULAR STEEL PIPE SWING ACCESS GATES. 9TH OF aCA�`�0��� CONSTRUCTION & DEMOLMON PLAN 36" 6 36 5O CONCRETE MOWCURB. 8th STREET ` APPROVED BY: DATE :c- a 6O MULCH. > w CITY ENGINEER ,,� r ( �� RCE No 2496' 7O. EXISTING ROCK PILES. � 4 > PLAN CROSS REFERENCES DESIGN ARC LANDSCAPE A DESIGNARCHITECTURE P a � RWK LANDSCAPE ARCHITECTURE FOR DETAILS, SEE SHEET L-20 & 21 SITE PLANNING s0 EXISTING CONCRETE SLAB. FOR IRRIGATION SEE SHEET L-11 o w FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK Fr DRAWN 10ANC TOWN CENTER DR., STE. 128 SHEET RANCHO CUCAMONGA,CA 91730 00.�l 9O EDGE OF PAVEMENT. FOR PLANTING SEE SHEET L-17 x a E-4 FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK ARG (909)484-2800 FAX: (909)484-2802 L-5 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-11 10 4' HIGH CHAIN LINK FENCE. a x U SCALE: 1"=20' CHECKED DRAWIN NO. 4 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-17 RWK DATE 6-2-99 RLA NO. 2834 SHEET OF 2 6 9 HUMBOLT AVE . 1 1 LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES, \ SHRUBS AND STREET FRONTAGE AREAS AS SHOWN, PURSUANT TO CITY STANDARDS R I \ \ \ \ AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. i CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO STREET R.O.W. I \ \ \ \ PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: r-- - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - \ \ \ INTRAVAIA dd \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ 1961"W. 16TH. STREET r � � � UPLAND, CALIFORNIA 91786-2157 6W \ / / / / / / / (909) 982-6713 - RIPPING/GRUBBING NOTE: L-a �-`-i-a_�ti-a � LL � - - - _ _L L_�_�-L-i- -=--i_�- --L-L-�-L L-��_L�3-- --1-�-- -- -------------------------- ------------ ------------- CONTRACTOR CONTRACTOR TO RIP AND GRUB ALL PROPOSED MULCH AREAS, AND REMOVE ALL NECESSARY WEEDS, C.L. FENCE 1 a) w 1 BUSHES AND GRASSES IN THIS AREA. CONTRACTOR TO BLADE THE ENTIRE PLANTING AREA SMOOTH, I w > ' REMOVING ALL HIGH POINTS AND FILLING IN LOW SPOTS TO CREATE A LEVELED PLANTING AREA. ZinSANDBAG PARCEL p iiiiiiiisiiiiiiiiiiiiifiiiiii iiiiiiiiiiiiiiiiiiiTiri iiiiiiii i WORK LIMIT LINE ` ACTIVE RAILROAD R.O.W. WORK LIMIT LINE Lo 1 I ti 0 _J 1 1 _J F_ 1 jF_ W 1 IW W ` � W CONSTRUCTION LEGEND: W 1 METROLINK RAIL LINE W 1. PROPOSED BOULDERS, SEE BOULDER SCHEDULE. ��W^^ 1 ��W^^ 2O 6' HIGH CHAIN LINK FENCE. Vi 1 $ ¢ I V J 3O MAINTENANCE ACCESS DRIVES. O w1 ; W 4O TUBULAR STEEL PIPE SWING ACCESS GATES. z I a Iz CONCRETE MOWCURB. MULCH. U 1 I U 0 EXISTING ROCK PILES. 8O EXISTING CONCRETE SLAB. WORK LIMIT LINE CT�V�991S9o9p 99 WORK LIMIT LINE 9O EDGE OF PAVEMENT. u- i�igcii`1isisi�i Ii�i ii"L i i y iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 1 SANDBAG PARCEL �._0" L 60'-0" w 10 4' HIGH CHAIN LINK FENCE. 1 Ln w — C.L. FENCE GW Q o 1 ---------- ------ ----- --- --- --------------- --------- ------ ----�� -- 100 \ \ \ \ \ \ \ PP \ I \ \ �+ �r rt err .- rt-�. ��. .� r ���� •� +■ r � �� � � � _ � — — — � / .• _/_/ / .1_ "-L� � 1...4.E 1 1.�_G 1 STREET R.Oy. V' ` 01 / CONTRACTOR TO REMOVE 1 r ; pp ! , .PP, 0 ?t 111 ------------------ _..._.. ...\_ 1 EXISTING A C . AND DISPOSE _. .....\. OF OFF-SITE I I Zi"RCP LAIMABLE WASTE WATER Jill ------------------------------------------------------ -- I -Q----- (CBMWD ---------------------------------------------- 8TH STREET MAE) I i I 1 2 6 5 9 5 SHEET KEY MAP . w DESCRIPTION OF REVISION DATE APPROVED x DSCACITY of RANCHO CUCAMONGA U •- � PF .KRUM U V . Environmental Enhancement and Mitigation Project x w „ for Metrolink Corridor Haven Avenue to Archibald Avenue A HUMB LT AV. 1g�_x oe� e LEGENDlFCONSTRUCTION & DEMOLf TION PLAN --- - f Cl► ROCKS(AVG. SIZE 1") Jill EDGE OF PAVEMENT 8th STREET "000�' APPROVED BY: `� PP POWER POLE TSB TRAFFIC SIGNAL BOX W • CITY ENGINEER << � O�ll� RCE No . 24953 GW GUY WIRE SM SEWER MANHOLE > w DESIGN ARCHITERRA DESIGN GROUP RECOM 4 > PLAN CROSS REFERENCES R WK LANDSCAPE ARCHITECTURE ..� FH FIRE HYDRANT CB CATCH BASIN SITE PLANNING a FOR DETAILS, SEE SHEET L-20 & 21 DRAWN SHEET FOR IRRIGATION SEE SHEET L-12 pq FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK 10630 TOWN CENTER DR.,srE. 128 TS TRAFFIC SIGN WV WATER VALVE O W .� RANCHO CUCAMONGA, CA 91730 FOR PLANTING SEE SHEET L-18 I-+ H FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK -ARG (909)484-2800 FAX: (909)464-2802 L-6 v w w FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-12 CHECKED DRAWING NO. 1 x v FOR CORRESPONDING PLANTING PLAN SEE SHEET L-18 SCALE. 1"=20'20 RWK DATE 6-2-99 RLA N0. 2834 `L SHEET OF TYPICAL EXISTING TREE NOTE: ** NOTE: CONTRACTOR TO PROTECT IN IF EXISTING TREE IS LOCATED IN LINE PLACE ALL EXISTING TREES. WITH CHAIN LINK FENCE, CONTRACTOR CONTRACTOR TO PRUNE USING TO REMOVE TREE AND DISPOSE OF I.A.W. AND I.S.A. STANDARDS. OFF -SITE. 2 6 1 10 T HUMBOLT AVE . 1 / LANDSCAPE AREAS SHALL RECEIVE 4»OF WOOD CHIP MULCH UNDER ALL TREES, \ \ \ ♦ SHRUBS AND STREET FRONTAGE AREAS AS SHOWN, PURSUANT TO CITY STANDARDS w AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. �_ _ REST R.O.W_ _ _ _ L MARKER w \ ♦ ♦ ♦ CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO ♦ ♦ ♦ ♦ PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: STOP SIGN \/♦/\/♦ INTRAVAIA Q I i i i 1961 W. 16TH. STREET \ \ \ \ \ \ \ \ 24@ \ \ \ \ \ \ \ \ \ \ \ \ UPLAND, CALIFORNIA 91786-2157 24» / / / / ®/ f / f / z ♦ ♦ ♦ ♦ (909)982-6713 WIN 24* 6/.300 / / / r ! 24«30 " / ! „ / f f / / / 36" \ .36« \ 24 \ 30 \ \ \ w 36„ / _ 40 V36"36„ / / f ® / / / f 36w / ! / PIP 30 C.L. FENCE co 150' > (4'-0" MAXIMUM HIGH CHAIN LINK FENCE) r U o SANDBAG PARCEL U D O G MA HOLE i a -� RIPPING/GRUBBING NOTE: ■� 101 WORK LIMIT LINE ACTIVE RAILROAD R.O.W. WORK LIMIT LINE I CABINET CONTRACTOR TO RIP AND GRUB ALL PROPOSED MULCH AREAS, AND REMOVE ALL NECESSARY WEEDS, ■ 3X4 BUSHES AND GRASSES IN THIS AREA. CONTRACTOR TO BLADE THE ENTIRE PLANTING AREA SMOOTH, REMOVING ALL HIGH POINTS AND FILLING IN LOW SPOTS TO CREATE A LEVELED PLANTING AREA. (01 _J 100 , RR SIG w � _ o BOULDER SCHEDULE w ' g o Q BOULDER QUANTITY TOTAL _._SIZES IHIS PAGE QUANTITY w METROLINK RAIL LINE 24" 10 28 w f 20' 4T 00 30» 14 33 U) 36" 16 36 W ' RR SIGN z , J � s i ' SVVC CABINET 2X3 ABX Er ' NEC I U , CABINET2X2 CONSTRUCTION LEGEND: Q s 1 WORK LIMIT LINE ACTIVE RAILROAD R.O.W. WORK LIMIT L '0 1O PROPOSED BOULDERS, SEE BOULDER SCHEDULE. / / / / / 'ex/////////III ////� L SANDBAG PARCELCO co w I 2. 6 HIGH CHAIN LINK FENCE. in U > s 150' tmaw O C.L. FENCE -- < 0 (4'-0" MAXIMUM HIGH CHAIN LINK FENCE) 3O MAINTENANCE ACCESS DRIVES. ------ ------------------------------------------------------------------------------------------ ---- ------ 30^ ' 4O TUBULAR STEEL PIPE SWING ACCESS GATES. S6^ 36 / 36w , 30w \ \ \ „ \ - \ \ \ \ \ \ \ \ \ \ 36" / 24w 30" / 36 / / / / / /24« OJ 30" � 40X. O CONCRETE MOWCURB. 36" , ' 36^ \ �,..r30 \ �\. \ 1X2 \. \ / / / / / / / / / / / / ♦ / w / / / `\\\ 6. MULCH. L ` \24" 30 :` / . / / / O EXISTING ROCK PILES. CONTRACTOR TO REMOVE \\ \' aw ave f f SIRE R.O.W. f \ f / \ / f \ . / I 0 EXISTING CONCRETE SLAB. EXISTING A.C. AND DISPOSE OF OFF-SITE Opp \ \ \ \ \ O EDGE OF PAVEMENT. `\ pr / pp' / / / / / / / / / / / 1F8 / f / f / / - 10 4' HIGH CHAIN LINK FENCE. 8TH TREET 62 9 1 10 I TYPICAL EXISTING TREE NOTE: CONTRACTOR TO PROTECT IN- PLACE ALL EXISTING TREES. SHEET KEY MAP a w DESCRIPTION OF REVISION DATE TAPPROVED x U CITY of RANCHO CUCAMONGA W NDSCgp W 1�` f ' u#NJ"''F �ti Environmental- z Enhancement and Mitigation Pro'ect W. Z. for Metrolink Corridor LEGEND WxvMa LT Av. Haven Avenue to Archibald Avenue A ROCKS AVG. SIZE 1 Iql EDGE OF PAVEMENT PP POWER POLE TSB TRAFFIC SIGNAL BOX °�• CONSTRUCTION & DEMOLITION PLAN 8th STREET ' GW GUY WIRE sM SEWER MANHOLE APPROVED BY: / DAT E : cr� FH FIRE HYDRANT CB CATCH BASIN � WC I T Y E N G I N E E R ��� �-t--��L�t RCE N0 . 24463 DESIGN DESI ARCHITERRA DESIGN GROUP TS TRAFFIC SIGN WV WATER VALVE PLAN Q REFERENCES LANDSAPEARCHITECTURE AO,^?14 .�� _ FOR DETAILS, SEE SHEET L-20 & 21 » SITE PLANNING FOR IRRIGATION SEE SHEET L-13 G4 o w FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET RANCHO CUCAMONGA, CA 91730 FOR PLANTING SEE SHEET L-19 V a z FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK = .�R� (909)4842800 FAX: (909)4842802 L-� w w FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-13 x x U SCALE: - 1" 20' CHECKED DRAWING NO. 4 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-19 - WK DATE 6-2-99 RLA NO. 2834 l7aA-LL SHEET OF IRRIGATION LEGEND 1 1 1 SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. ES.I. 1 O RAINBIRD 1812-SAM-PRS-VPC-12F SPRAY POP-UP HEAD 12 2.80 30 W SPARE WIRE NOTE: i CONTRACTOR TO INSTALL(1)SPARE ORANGE WIRE 1 + RAINBIRD 1812-SAM-PRS-VPC-150 SPRAY POP-UP HEAD 15 0.90 30 Q ' AND 3 CONTROL WIRES ALONG THE ENTIRE LENGTH ; V RAINBIRD 1812-SAM-PRS-VPC-15H SPRAY POP-UP HEAD 15 1.90 30 OF THE MAINLINE FROM CONTROLLER TO THE 1 Q FARTHEST REMOTE CONTROL VALVE ON EACH BRANCH. 1 STREAM ROTORS f.J METROLINK RAIL LINE 1 HUNTER PGH-90-ADJ-CV-03 12"HIGH POP STR. ROTOR 27-36 0.90 30 MQ 0 HUNTER PGH-180-ADJ-CV-05 12"HIGH POP STR. ROTOR 25-34 1.60 30 W J1 HUNTER PGH-ADJ-CV-05 12"HIGH POP STR. ROTOR 25-34 1.60 30 Z U 1 – EQUIPMENT Q axe swC toxs SM BACKFLOW NOTE: � Q WATER METER PROPOSED 1 1/2"DOMESTIC WATER METER BY CUCAMONGA I ATSF BOX ATSF BOX CONTRACTOR TO INSTALL BACKFLOW ASSEMBLY, ; w COUNTY WATER DISTRICT.CONTRACTOR TO PAY ALL NECESSARY 2x2 PED sTA ❑ F-1PRESSURE REGULATOR, MASTER VALVE , FLOW SENSOR FEES AND PERMITS. W O ADJACENT TO CHAIN LINK FENCE. ; WILKENS 500 SERIES 2"PRESSURE REGULATOR pp VAULT C ,ol SWC 1 v J H WATTS' 403-RT-RW UNE-SIZE GATE VALVE _ _. - I Q FEBCO 825-Y-BV-2.00 2"REDUCED PRESSURE BACKFLOW DEVICE W/STRONG BOX BACKFLOW "" WORK LIMIT �� l �c < < l Ate`%RAILROAD R.O.W.W ����� i WORK LIMIT LINE W ENCLOSURE MODEL NO.SBBC-45-AL Jtf lt/ L 1 ,�►rr�t/L/�l1�1*liiiii<iliiiii Uiiiii,Ltl�iiiiLijiiiii�U�iiii.LtlLll� SSIGN 153.00' SANDBAG PARCEL _ ___._.._ 1 Z FEBCO 650-4306 2•BRONZE WYE STRAINER W/40 MESH STAINLESS STEEL SCREEN _ SEE POINT OF CONNECTION -- (4'-0" MAXIMUM HIGH CHAIN LINK FENCE) 1 1 NOTE BElow. � RAINBIRD EF&CP SERIES ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN TS t• C.L. FENCE 1 I _______ --- ------c ---- ------------ r rrr-- M SUPERIOR 3100 SERIES 1 1/2" NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE ------ ----------- ----------t------ -------� 3/4" 3/4" - ------ -- ----------- 3/4" a-- 8 a— v— -----------�-----------�— � 3/4" 3/4" 3/4" `� t��• �' C � S MV ' ; *GW Q CALSENSE FM-1.258 1.25'BRASS FLOW METER QCALSENSE ETI-B-DR,TP-I,TP-110 &STATION ELECTRIC CONTROLLER W/A STRONG BOX 1W/ANT. 1 ELECTRICAL PEDESTAL MODEL NO.SB-24SS-120V 99 i-------- ------- - ---- T'� RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150'O.C. 3/4" 3/4" 3/4..TSB G 0 G GEp G G G G G 0 – – – –APPROVED SCH.40 PVC MAINLINE, SIZE AS SHOWN,MIN.COVER 18';USE CL 315 FN PP 3/4" 1" sa 1" 1 I 1 ; M ❑ PVC FOR 2"AND LARGER. TSB CB e'MVID wy 1 _ _ \lip – .1 APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 12 - - - - - - - - - - - - - – - - - - - - I 1A 35 STREET R.O.W. 1 =_____=APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS 11/2" 5553 SO. FOOTAGE 1 OTHERWISE NOTED POWER POLE SERVICE.- APPROVED SCH. 40 PVC WIRE SLEEVE,SIZE AS REQUIRED UNLESS OTHERWISE NOTED CONTRACTOR TO INSTALL ELECTRICAL PULLBOX 1 WITH (1) 1 1/2" PVC CONDUIT FROM POWER POLE TO PULLBOX. CONTRACTOR TO PROVIDE APPRO- PRIATE SIZE WIRING FROM POWER POLE TO 1 CONTROLLER. 1 1 1 POINT OF CONNECTION NO. A AUTOMATIC CONTROLLER/ELECTRICAL P.O.C. PROPOSED 11/2" DOMESTIC WATER METER BY CUCAMONGA AUTOMATIC CONTROLLER TO BE A CALSENSE ET-141-DR,TP-I,TP-110-W/ANT-1.(ANTENNA PORT)TO BE INSTALLED WITHIN A STRONGBOX(SB)-24-SS/120 VOLT COUNTY WATER DISTRICT. OWNER TO PAY ALL NECESSARY METERED CONTROLLER ENCLOSURE. MOUNT ANTENNA PORT (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURERS SPECIFICATIONS AND ATTACH FEES AND PERMITS. CONTRACTOR TO CONNECT TO METER AND COAXIAL CABLE. ELECTRICAL P.O.C.:CONTRACTOR TO PROVIDE ELECTRICAL SERVICE FROM EXISTING POWER POLES (AS NOTED )TO NEW CONTROLLER LOCATION AS INSTALL A 2" PRESSURE REGULATOR, 2" REDUCED PRESSURE SHOWN. INSTALL NEW ELECTRICAL PULL BOX, 1 1/2" ELECTRICAL CONDUIT AND PROPER SIZE WIRING AND ATTACH TO METER SOCKET LOCATED IN ENCLOSURE. BACKFLOW DEVICE, 11/2 " MASTER VALVE AND 1.25 " FLOW METER. INSTALL MAINLINE TO CONTROL VALVES AS SHOWN. S.C.E. CO., TO INSTALL METER HEAD AND CONNECT TO POWR POLE. CONTRACTOR TO MAKE ALL CONTROLLER CONNECTIONS ONCE POWER IS TURNED ON. 1 1 CONTRACTOR TO VERIFY STATIC PRESSURE PRIOR TO START SYSTEM SHALL BE OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR TO INSTALL (3) ADDITIONAL CONTROL WIRES, AND (1) ORANGE WIRE FROM NEW 1 OF CONSTRUCTION. CONTROLLER TO END OF EACH MAINLINE AND TERMINATE INTO 6" DIAMETER VALVE BOX FOR FUTURE VALVES. FINAL CONTROLLER/PEDESTAL LOCATION PER CITY INSPECTO 1 CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. CONTACT CITY PUBLIC WORKS INSPECTOR AND —� EXISTING STATIC PRESSURE: 130-135 PSI CALSENSE REPRESENTATIVE AT: 1 SYSTEM DESIGN PRESSURE: 72 PSI 2075 COURT NOGAL 1 MAXIMUM G.P.M. DEMAND: 35 G.P.M. 1 SUITE P 1 CARLSBAD, CALIFORNIA 92009 1 PRSSURE REGULATOR NOTE:CONTRACTOR TO SET PRESSURE (619) 438-0525 1 REGULATOR TO 87 PSI. VERIFY OPERATING PRESSURE AND 1 FIELD ADJUST AS NECESSARY. 1 1 �- 1 1 W i 1 w 1 METROLINK RAIL LINE 1 1 1 w �NDSCAPF 1 , w Stu�e ' W kent-a ate Date W 1 , z - o �► w 1 1 J �lArlc V) ; RR CABINET 2X3 (_, 1 V t1J 1 WORK LIMIT LINE lv 991�g4�9C p WORK LIMIT LINE F �_iiii�iiiii_i_iiiii_i_iiiiii�i_iiiii�i�iiiiii�lit�i==iiiiri�i�i1!-i��ii��ii_i1iiiii�i�i� �i i,�' j ii�ili��r��i�i�riiilftLL�L�l�.tLLft�L�LGGt�1��!`[LGG�L�1�11=�L�L�LLLL�l�'lf1G� Q z 1SHEET KEY MAP �. SANDBAG PARCEL 3/4" ' 102 1" 1 1-� L— ------ - ------ - C.L. FENCE------- ------------ -- »----- r--- - 1 Z U �j- -- - -----------5-r--rrrr�rr�rrr2rr----- --- - ----r---1--j01 ------�--r-r- i -r---------j- A r -w5--- Y - ----r-Y-----------�-r-------- --- ---- ------ vV e v v v v v - ... v -ii- - — 1" Ni." 3/4" 3/4" 3/4" 3/4" 1" 1,. 3/4" v 3/4" Q ttK• ttµ• 1 U 1 2- f r 1 1 ,oQ � i w `�` fffNf W 1 PP ffrf_ir.�3//�ffffffNfrfNfffNNNNffN�NNfNN/Nf�r7fff OPP frro-3/4ffffffffffffffrrffffr�rNs�frffNfrf3/4�ffffrrffr f fNffffffff� OR Q fffffffffffffffffffNff�rff� �y 1 ," ,• o e- o 0 0 �90 TS o o o o ," ," 0 3/4" �L�' s o �31 0 1 " DESCRIPTION OF REVISION � I Px DATE APPROVED Jill Jill lip Jill Jill CITY of RANCHO CUCAMO NGA - - - - - - — - - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� A HUMB LT AV. STREET R.O.W. 1 32 ZA 4A 32 11/2" 6165 SO. FOOTAGES T H T 5939 SO. FOOTAGE 11/2" 8th STREET Environmental Enhancement and Mitigation Project 1 8 S • 1 for Metrolink Corridor Haven Avenue to Archibald Avenue 1 1 > w • LEGEND i a 4 > IRRIGATION PLAN 1 ROCKS(AVG. SIZE 1-) 1111 EDGE OF PAVEMENT 1 H N a W FOR CONSTRUCTION SEE SHEET L-2 O � Z APPROVED R O VED BY: D A T E : PP POWER POLE TSB TRAFFIC SIGNAL BOX FOR PLANTING SEE SHEET L-14 x Z > ZALa�&A_ RCE NO . 249 9;� GW GUY WIRE SM SEWER MANHOLEDESIGN ARCHITERRA DESIGN GROUP PLAN CROSS REFERENCES JAF LANDSCAPE ARCHITECTURE W—W�t .. FH FIRE HYDRANT C8 CATCH BASIN FOR DETAILS, SEE SHEET L-20 & 21 SITE PLANNING FOR PLANTING SPECIFICATIONS SEE SPECIFICATIONS BOOK DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET TS TRAFFIC SIGN WV WATER VALVE 4 RANCHO CUCAMONGA, CA 91730 FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK SAF (909)484.2800 FAX: (909)464.2602 L-e FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2b FOR CORRESPONDING PLANTING PLAN SEE SHEET L-14 -,, CHECKED DRAWING N0. SCALE: 1"=20' .IAF DATE 6-2-99 RLA NO. 2834 1-7 O ;t— SHEET OF IRRIGATION LEGEND SYN). MANUFACTURER MOOELNUMBR DESCR U N RADIUS G_P.M. KS_L 0 RAINBIRD 1812-SAM-PRS-VPC-12F SPRAY POP-UP HEAD 12 2.60 30 RAINBIRD 1812-SAM-PRS-VPC-150 SPRAY POP-UP HEAD 15 0.90 30 V RAINBIRD 1812-SAM-PRS-VPC-15H SPRAY POP-UP HEAD 15 1.90 30 STREAM ROTORS HUNTER PGH-90•ADJ-CV-03 12'HIGH POP STR. ROTOR 27-36 0.90 30 Q HUNTER PGH-180-ADJ-CV-05 12"HIGH POP STR. ROTOR 25.34 1.60 30 HUNTER PGH-ADJ-CV-05 12"HIGH POP STR. ROTOR 25.34 1.60 30 EQUIPMENT WATER METER PROPOSED 1 1/2"DOMESTIC WATER METER BY CUCAMONGA COUNTY WATER DISTRICT.CONTRACTOR TO PAY ALL NECESSARY 1 FEES AND PERMITS. WILKENS 500 SERIES 2'PRESSURE REGULATOR H WATTS- 403-RT-RW LINE-SIZE GATE VALVE D FEBCO 825-Y-BV-2.00 2'REDUCED PRESSURE BACKFLOW DEVICE W/STRONG BOX BACKFLOW M ENCLOSURE MODEL NO.SBBC-45-AL FEBCO 650-4308 2'BRONZE WYE STRAINER W/40 MESH STAINLESS STEEL SCREEN i RAINBIRD EFB-CP SERIES ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN Q SUPERIOR 3100 SERIES 1 1/2" NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE Fs CALSENSE FM-1.258 1.25"BRASS FLOW METER METROLINK RAIL LINE �JC CALSENSE ETI-8-DR,TP-I,TP-110 &STATION WALk ME)HNfiE9 ELECTRIC CONTROLLER W/A STRONG BOX W/ANTA ELECTRICAL PEDESTAL MODEL NO. SB-24SS-12DV Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150'0.C. - - - -APPROVED SCH.40 PVC MAINLINE, SIZE AS SHOWN,MIN.COVER 1g';USE CL 315 �I PVC FOR 2'AND LARGER. APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 12" APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE NOTED W I APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED UNLESS OTHERWISE NOTED W� Wi W, WORK LIMIT LINE ACTIVE RAILROAD R.O.W. 2 f Cy�� �r ��W^^If&.�" L��. .VsllliL�lVe.-2 11f11�11.LL�1�1f1L��S�S�sL�L�=����liiT— U) - - - - - � - - � - - - - -- - - - - ' - - - - - - - - - - - - � �v I �+ l SANDBAG PARCEL Je..�e • • =+ ' C.L. NCE _ • • W, .L.���ii� ���������� •� ��������� ------� �������� ������ ��� ��� �� ��� ������� ��� ImoDote ' - Z�0 _8 a 3/4" �o, d1" 1" 3/4" X3%4" 3/4""` �,C� iT L/ O r�2 I ' 3/4" - - -- wl " Wv � of 7' ` 2" i C. 4�NN.N......... .�..�.. ...�N... O 3/4" • • -- -__ 10- 3/4 O O_PIP T3/4 0 0 O ' • dwI� Q' � • ' SHEET KEY MAP fill fill ap apSTREET R.O.W. - .3A IRRIGATION NOTES Do z 32 `� 1. NEW WATER METER(SIZE PER PLAN).AS PROVIDED BY CCWD.IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR 11&" 5144 SO. FOOTAGE SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE x 8TH S T" CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. U 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER.FOLLOWED BY A PRESSURE REGULATOR(IF REQUIREDI. �--- - - - - - FOLLOWED BY BACKFLOW PREVENTION DEVICE.FOLLOWED BY A FLOW METER.FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT W AND SIZED PER PLAN. •AE INSTALL DSPECIFICATIONS.MANUFACTURERS'RECOMMENDATIONS LOCATION OF THE EQUIPMENT TO AND SDIRECTED ON SITE BY A REPRESENTATIVE C LOCAL CODES W a SPARE WIRE NOTE: a BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN ASTRONG BOX(SBI SBBC-45 AL ALUMINUM ENCLOSURE,AND SHALL U ' CONTRACTOR TO INSTALL(1)SPARE ORANGE WIRE BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. a AND 3 CONTROL WIRES ALONG THE ENTIRE LENGTH 4. BACKFLOW PREVENTION DEVIL IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER W OF THE MAINLINE FROM CONTROLLER TO THE POSSIBLE. A HUMB LT AV. FARTHEST REMOTE CONTROL VALVE ON EACH BRANCH. 5. THIS DESIGN IS DIAGRAMMATIC.ALL PIPING.VALVES.ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL E INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. 6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF 8 STREET ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 7. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF)HERSELF WITH ALL UNDERGROUND UTILITIES.PIPES AND STRUCTURES,AND SHALL W TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. > 8. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL A '� OVERSPRAY ONTO WALKS.STREETS.WALLS.ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE �� a COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. O W 9. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS.STREET LIGHTS.TREES.ETC)INTERFERE WITH THE SPRAY PATTERN OF THE FOR CONSTRUCTION SEE SHEET L-3 ~ E-I SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE.THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER FOR PLANTING SEE SHEET L15 U z - SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO W W PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. x U 10. INSTALL ONE(1)SPARE ORAGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 11. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 DIES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK (GROUND COVER/SHRUBSI APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 12. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL E BROUGHT TO THE ATTENTION OF THE DESCRIPTION OF REVISION CITY. DATE APPROVED 13. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-8 DR W/fP-1.TP-110(DIGITAL RADIO)W/ANT-1 ANTENNA PORT INSTALLED WITHIN A CITY o f RANCHO 0 NGA STRONGBOX(SB)24SS1120 VOLT CONTROLLERIELECTRICAL ENCLOSURE. MOUNT THE ANTENNAL PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO E AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL E RESPONSIBLE FOR THE POWER Environmental Enhancement and Mitigation Project AND D FOR B THE DEVELOPER LER. ELECTRICAL CONDUCTORS AND METER TO E PROVIDED BY SCE,COORDINATED for Metrolink Corridor 15. ALL SPRINKLER HEADS SHALL BE SET PEREPEDICUJIR TO FINSH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE Haven Avenue to Archibald Avenue DESIGNATED ON THE PLANS. LEGEND 16. ALL FINIs��GRADE.TYPE SPRINKLER HEADSINTST,ALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRN(LER HEAD IS 1/C ABOVE IRRIGATION PLAN ROCKS(AVG. SIZE 1-) IIII EDGE OF PAVEMENT APPROVED BY: l DATE : a/ PP POWER POLE TSB TRAFFIC SIGNAL BOX CITY ENGINEER ��u-G�` R C E N o . 249 C. GW GUY WIRE SM SEWER MANHOLE DESIGN ARCHITERRA DESIO GROUP PLAN CROSS REFERENCES SAF LANDSCAPE ARCHITECTURE FH FIRE HYDRANT CB CATCH BASIN FOR DETAILS, SEE SHEET L-20 & 21 - �y,; SITE PLANNING FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK DRAWN 10630 TOWN CENTER DR., SIE. 128 SHEET TS TRAFFIC SIGN WV WATER VALVE RANCHO CUCAMONGA, CA 91730 FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK JAF (909)484-2800 FAX: (909)4842802 L-9 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 SCALE: 1-=2a CHECKED DRAWINQ NO. FOR CORRESPONDING PLANTING PLAN SEE SHEET L-15 ,IAF DATE 6-2-99 RLA NO. 2834 170a- SHEET OF HUMBOLT AVE . I r 32 6B 34 t8B 1 5827 SO. FOOTAGE 11%2" 6055 SO. FOOTAGE 38 7B 1 STREET R.O.W. 1443 SO. FOOTAGE 11/2" - - - - - - - - - - - - - - - - Y - - - - - Y - - - - - - - - - P e e /� a e- Oe a----i �l /L•-•�1••••••N•••••N•N••••••••N• •••N••N•••• ••�•�• • •••• NY•••••••N••N•••••••••••••••••N••••• N•••••••• O a•••N••••••••N N•••••�'J^�••N••••N•NN••••••- • •••• ••••••••••••••••••••••••••••••••••N•••(T)•••••a-1 Z _ SSM ••__w IMP wr 1 r WING WALL �O t 0p 2" I Z 0 FUEL PIPE "' 1" 11/4' 44,, 11M' r QTZ t � ?_ 4—TSL 4 fes. Q -----Q- ---------Q------��"---Q-----------Q �"' o ,1' 3A!' - -_--� ----------1�- -- ------ ----- ------ ----- ---- --------- ------------ ------ ---- - ---- ----------- --- ------- --- ----------Q-- ---------- -----------Q-----------i—♦- -----Q----- ---Q-----_-- -- ------- ----------- '�-----------p 1 r C.L. FENCE -- -- U I r G PARCEL 100 1 Y 'Ar �.. .. .- .A..l.. .- M'777 -. -. YY�r Y ".� .iiil///I//II/I//III///I/ I///iiiihili';7=77fiiii77iii.0 i7.0 iiiiiiiiiiilii' I iiiiiiiiiiiiiiiiiiiiiiiiiiii iiACTIVE RAILROAD R O.W iiiiiiiiiiiiile00 iiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiijwiii.ro00.10iiiiiiiiiiiiii� T 11.1 I ! WORK LIMIT LINE 99 WORK LIMIT LINE J w SPARE WIRE NOTE: 1 CONTRACTOR TO INSTALL(1)SPARE ORANGE WIRE 99 1 U U ! AND 3 CONTROL WIRES ALONG THE ENTIRE LENGTH r W OF THE MAINLINE FROM CONTROLLER TO THE W �+ FARTHEST REMOTE CONTROL VALVE ON EACH BRANCH. ; Z Ll. W ! Cn UJ W Q METROLINKRAILCIN11111111 111111 111111111 11 1111111 111111 1 W i ! I Cn ! r 1 IW 1 Z I ! 1 ! r J 1 r r U ! r Q r � ACTIVE RAILROAD R.O.W. 1 SANDBAG PARCEL 1 21"RCP NON-RECLAIMABLE WASTE WATER -----------"" - -�- __ -------------21•RCP NON-RECLAIMABLE WASTE WATER--------- ---------------- ------------------------------------------ ------------------------------------ - - ,- _ ^^----------------------------------------4 i IEUA � IEUA--� IEUA--V (CBMWD MANHOLE) (CBMWD MANHOLE) — — ��. (CBMWD MANHOLE) IRRIGATION LEGEND SYM. MANUFACTURER MODE M.14BEH nFsr,RIPT)ON RADIUS G.P.M. P_-SJ. Ts r O RAINBIRD 1812-SAM-PRS-VPC-12F SPRAY POP-UP HEAD 12 2.60 30 I RAINBIRD 1812-SAM-PRS-VPC-15Q SPRAY POP-UP HEAD 15 0.90 30 1 V RAINBIRD 1812-SAM-PRS-VPC-15H SPRAY POP-UP HEAD 15 1.90 30 r r STBEAM ROTO 1 HUNTER PGH-90-ADJ-CV-03. 12"HIGH POP STR. ROTOR 27-36 0.90 30 Q HUNTER PGH-180-ADJ-CV-05 12"HIGH POP STR. ROTOR 25-34 1.60 30 1 r HUNTER PGH-ADJ-CV-05 12"HIGH POP STR. ROTOR 25.34 1.60 30 EQUIPMENT 0 WATER METER PROPOSED 1 1/2"DOMESTIC WATER METER BY CUCAMONGA COUNTY WATER DISTRICT.CONTRACTOR TO PAY ALL NECESSARY FEES AND PERMITS. WILKENS 500 SERIES 2"PRESSURE REGULATOR H WATTS- 403-RT-RW LINE-SIZE GATE VALVE Q FEBCO 825-Y-BV-2.00 2"REDUCED PRESSURE BACKFLOW DEVICE W/STRONG BOX BACKFLOW SHEET KEY MAP LEGEND ENCLOSURE MODEL NO.SBBC-45-AL a 0 FEBCO 650.4306 2"BRONZE WYE STRAINER W/40 MESH STAINLESS STEEL SCREEN 2 ROCKS(AVG. SIZE 1") Jill EDGE OF PAVEMENT DESCRIPTION O F REVISION RAINBIRD EFB-CP SERIES ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN DATE APPROVED x PP POWER POLE TSB TRAFFIC SIGNAL BOX Q SUPERIOR 3100 SERIES 1 1/2" NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE U CITY o f RANCHO C Fs CALSENSE FM-1.258 1.25"BRASS FLOW METER GW GUY WIRE SM SEWER MANHOLE A4 NpSCAPE �JC CALSENSE ET14DR,TP-I,TP-110 &STATION WAEI:-ME)dNfE&ELECTRIC CONTROLLER W/A STRONG BOX W FH FIRE HYDRANT CB CATCH BASIN W/ANTA ELECTRICAL PEDESTAL MODEL NO.SB-24SS-120V x �2�� f f���y�� Environmental Enhancement and Mitigation Project U TS TRAFFIC SIGN WV WATER VALVE for Metrolink Corridor O RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE C 150'O.C. a -+ - - - -APPROVED SCH. 40 PVC MAINLINE,SIZE AS SHOWN, MIN.COVER 18";USE CL.315 P4 _ _ Haven Avenue to Archibald Avenue PVC FOR 2"AND LARGER. A HUMB LT AV. ,..1 o. APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN, MIN.COVER 17 IRRIGATION PLAN =======APPROVED SCH. 40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS 8th STREET OTHERWISE NOTED APPROVED BY: %a APPROVED SCH. 40 PVC WIRE SLEEVE,SIZE AS REQUIRED UNLESS OTHERWISE NOTED /CITY ENGINEER . `��� L RCE N o . 24953 > w DESIGN ARCHITERRA DESI GROUP REQW 4 > PLAN CROSS REFERENCES JAF LANDSCAPE ARCHITECTURE - FOR DETAILS, SEE SHEET L-20 & 21 .; :, SITE PLANNING FOR CONSTRUCTION SEE SHEET L-4 pQ o W FOR PLANTING SPECIFICATIONS SEE SPECIFICATIONS BOOK ' DRAWN 10630 TOWN CENTER DR., sTE. 128 SHEET FOR PLANTING SEE SHEET L-16 H JAF RANCHO CUCAMONGA, CA 91730 L-10 x Z FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK (909)4842800 FAX: (909)4842802 U w w FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-4 SCALE: 1"=20' CHECKED DRAWING NO. x U FOR CORRESPONDING PLANTING PLAN SEE SHEET L-16 .IAF DATE 6-2-99 RLA NO. 2834 -L SHEET OF POWER POLE SERVICE: STEEL SLEEVING NOTE: CONTRACTOR TO INSTALL(1) 6" SCH. 40 GALV. STEEL SLEEVE CONTRACTOR TO INSTALL ELECTRICAL PULLBOX FOR MAINLINE AND (1)3" SCH. 40 GALV. STEEL SLEEVE FOR WITH (1) 1 1/2" PVC CONDUIT FROM POWER POLE CONTROL WIRES AS SHOWN. CONTRACTOR TO BURY A TO PULLBOX. CONTRACTOR TO PROVIDE APPRO- MIN. OF 48". PRIATE SIZE WIRING FROM POWER POLE TO ! H U M B O L T AVE . PULLBOX. 1 r ! 1 34 5B 1B 3Y 1 r r 6563 SO. FOOTAGE 11,12" I 11/2" 6373 SO. FOOTAGE i STREET R.O.W. 1111 1111 M G' 4, r,e 3/4"�p 1" 1" 1" �4. e O e 314, e e 3/4 e e �4 ,O a iR 1 e �4" e e e 3/4-:1 4" r t -•®--N--- ••------N-N----------•---------- ---------------------��---------- —N------••�•----------� -•---; •••••••••••••*-•-�—(� — --- -------•—•••••••••••• •••��•••••��----------------- •�•••••••--------[7')—�• 1 _ 1 8 11/4' �� � I B [5 o i t `• MV FS N�.--J .100 O I ----------- ------ --- -ar3/4" -- r "--- ----------- ----------- -- ----- - ------ --- " 1 C.L. FENCE 1 - PP ` pTE BELOW.CONNECTION �I t SANDBAG PARCEL 1 t TiiTi7iiiiiiiiiii�riiiiiiiiTiiiTli3ifsiii�i�iTiTTTTi�iZi'Tlf?TiTiTiTTiTi=iTiT�iZi�J7TTiTii i iTi7iiTii'iiiil7TTiTiTi�Ti7l�J77TfTiiii�lTiTi7iTTTli7i*3lTTTiTiTiTTTli7i7r77J313 77TTiTi7iTTl1�7,o7,jP 3TiTi1777,7iTi7T17,0713"772,TiTi77 7,r7r7,177" 11T1 i71 N WORK LIMIT LINE j ACTIVE RAILROAD R.O.W. WORK LIMIT LINE ! 9 GW N& BACKFLOW NOTE: i r 1 _ I CONTRACTOR TO INSTALL BACKFLOW ASSEMBLY, ! J r t t PRESSURE REGULATOR, MASTER VALVE , FLOW SENSOR ! t ADJACENT TO CHAIN LINK FENCE. ! LU r W Iw SIG METROLINK RAIL LIN I 1 1 1 11 1111 1 11 1 1 1 1 1 1 1 1 1 11111 1 1 1 1 11 1111111 1 11 1 1 11 11 a L LLLU I W Cly ' ! U) LLr t t ! w II � Z � I J SPARE WIRE NOTE: t GUAIADRAIL _Q_A MARKER CONTRACTOR TO INSTALL (1)SPARE ORANGE WIRE V i U V I AND 3 CONTROL WIRES ALONG THE ENTIRE LENGTH ! U x OF THE MAINLINE FROM CONTROLLER TO THE I AERIAL TBM FARTHEST REMOTE CONTROL VALVE ON EACH BRANCH. r � I r /00 I rWORK LIMIT LINE ACTIVE RAILROAD R.O.W. WORK LIMIT LINE i L�L�lL<L�ltlf����l1l.�lllL�t�1s���sLfJLf 6�L0"11-114.f4""f0,410" lArLr.9Ar" 41Cz""eAorzlr "IrxI e"C 4e Car""AlzAIX�jG[L�ltcef"" 4""fr&.K"".deAIf.&If""ItlV4"Ly SANDBAG PARCEL � 1 GW / 1 1 � g t i t ---- --- ---- ---- ---- -- --- -- ---------- ---------- ---- C.L. --E ----- ------------ -- ---------- - -------- ---------- - ----------- ----------- ! --a------- -8- -- - ---- -� -8- ------- ----- ------ ------ ---------- ----------- ----------- ------------ -i r'C 1 _J 1" 4" 3/4" 3/4" M. �fl 3/4" 3/4" 4 i I GW 99 I 11/4" I t SIGN 9el98 -----------N1--2�' ---- ----------------- -- ----- --------••------------- - -------- ------------------------ --------------------------------------�••• 1. -- ----- ----------------•-------------N---------•--N•---------�/-------N----------N----�--1 �,rW4* - o �J ,O �s"" O - 4" o O Q - J � 0 O yaw O- 0 O - - O 63/4" p o O "fir—Q 0 g39" 0 0 ! 97Jill r GUA A DRAIL PP �'- O PP Opp pq O pp 1 I 96 lip liplip STREET R.O.W. r LU 4C 29 5C 29 I ! 1 > 11/2" 5417 SO. FOOTAGE 8TH STREET 11/2" 5455 SO. FOOTAGE 1 1 r W IRRIGATION LEGEND POINT OF CONNECTION NO. B AUTOMATIC CONTROLLER/ELECTRICAL P.O.C. I— PROPOSED 11/2 " DOMESTIC WATER METER BY CUCAMONGA AUTOMATIC CONTROLLER TO BE A CALSENSE ET-1-8-DR,TP-I,TP-110-W/ANT-1.(ANTENNA PORT)TO BE INSTALLED WITHIN A STRONGBOX(SB)-24-SS✓120 VOLT Z SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIG-P.M Ply COUNTY WATER DISTRICT. OWNER TO PAY ALL NECESSARY METERED CONTROLLER ENCLOSURE. MOUNT ANTENNA PORT (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURERS SPECIFICATIONS AND ATTACH FEES AND PERMITS. CONTRACTOR TO CONNECT TO METER AND COAXIAL CABLE. ELECTRICAL P.O.C.: CONTRACTOR TO PROVIDE ELECTRICAL SERVICE FROM EXISTING POWER POLES(AS NOTED )TO NEW CONTROLLER LOCATION AS w " " SHOWN. INSTALL NEW ELECTRICAL PULL BOX, 1 1/2" ELECTRICAL CONDUIT AND PROPER SIZE WIRING AND ATTACH TO METER SOCKET LOCATED IN ENCLOSURE. U O RAINBIRD 1812-SAM-PRS-VPC-12F SPRAY POP-UP HEAD 12 2.60 3o INSTALL A 2 PRESSURE REGULATOR, 2 REDUCED PRESSURE BACKFLOW DEVICE, 11/2" MASTER VALVE AND 1.25" FLOW METER. S.C.E. CO., TO INSTALL METER HEAD AND CONNECT TO POWR POLE. CONTRACTOR TO MAKE ALL CONTROLLER CONNECTIONS ONCE POWER IS TURNED ON. RAINBIRD 1812-SAM-PRS-VPC-150 SPRAY POP-UP HEAD 15 0.90 30 INSTALL MAINLINE TO CONTROL VALVES AS SHOWN. SYSTEM SHALL BE OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR TO INSTALL(3)ADDITIONAL CONTROL WIRES, AND(1)ORANGE WIRE FROM RAINBIRD 1812-SAM-PRS-VPC-15H SPRAY POP-UP HEAD 15 1.90 30 CONTRACTOR TO VERIFY STATIC PRESSURE PRIOR TO START NEW CONTROLLER TO END OF EACH MAINLINE AND TERMINATE INTO 6" DIAMETER VALVE BOX FOR FUTURE VALVES. FINAL CONTROLLER/PEDESTAL LOCATION PER OF CONSTRUCTION. CITY INSPECTOR. CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. CONTACT CITY PUBLIC WORKS EXISTING STATIC PRESSURE: 125-130 PSI INSPECTOR AND CALSENSE REPRESENTATIVE AT: STREAM ROTORS 2075 COURT NOGAL SYSTEM DESIGN PRESSURE: 80 PSI SUITE P HUNTER PGH-90-ADJ-CV-03 121 HIGH POP STR. ROTOR 27-36 0.90 30 MAXIMUM G.P.M. DEMAND: 38 G.P.M. CARLSBAD, CALIFORNIA 92009 Q HUNTER PGH-18D-ADJ-CV-05 12"HIGH POP STR. ROTOR 25.34 1.60 30 (619)438-0525 PRSSURE REGULATOR NOTE:CONTRACTOR TO SET PRESSURE HUNTER PGH-ADJ-CV-05 12'HIGH POP STR. ROTOR 25-34 1.60 30 REGULATOR TO 95 PSI. VERIFY OPERATING PRESSURE AND FIELD ADJUST AS NECESSARY. EOUlPMENI I FGEND SHEET KEY MAP ROCKS(AVG. SIZE 1") Ilil EDGE OF PAVEMENT 0 WATER METER PROPOSED 1 1/2"DOMESTIC WATER METER BY CUCAMONGA a COUNTY WATER DISTRICT.CONTRACTOR TO PAY ALL NECESSARY W FEES AND PERMITS. 2 PP POWER POLE TSB TRAFFIC SIGNAL BOX DESCRIPTION 0 F REVISION WILKENS 500 SERIES 2"PRESSURE REGULATOR GW GUY WIRE SM SEINER MANHOLE DATE APPROVED ►/ WATTS' 403-RT-RW LINE-SIZE GATE VALVECITY o f RANCHO CUCAMONGA � FH FIRE HYDRANT CB CATCH BASIN D FEBCO 825-Y-BV-2.00 2'REDUCED PRESSURE BACKFLOW DEVICE W/STRONG BOX BACKFLOW W �►NoSE ENCLOSURE MODEL NO. SBBC-45-AL TS TRAFFIC SIGN WV WATER VALVE 13� y FEBCO X4308 2"BRONZE WYE STRAINER W/40 MESH STAINLESS STEEL SCREEN V I�� 41� F �n Environmental Enhancement and Mitigation Project RAINBIRD EFB-CP SERIES ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN -+ for Metrolink Corridor " w _ _� Haven Avenue to Archibald Avenue Q SUPERIOR 3100 SERIES 11/2 NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE A NUMB LT AV. Q CALSENSE FM-1.25B 1.25"BRASS FLOW METER C CALSENSE ETI4DR,TP-I,TP-110 8-STATION ELECTRIC CONTROLLER W/A STRONG BOX 'elf Ofd( IRRIGATION PLAN W/ANT.1 ELECTRICAL PEDESTAL MODEL NO.SB-24SS-120V Hth STREET I " APPROVED BY. ,� / � DATE ��. � Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150'O.C. CITY ENGINEER RCE N0 . 24 W -������v / 3 w - - - -APPROVED SCH. 40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18";USE CL.315 PVC FOR 2"AND LARGER. > DESIGN ARCHITERRA DESIGN GROUP PLAN CROSS REFERENCES LANDSCAPE ARCHITECTURE APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 17 a FOR DETAILS, SEE SHEET L-20 & 21 JAF SITE PLANNING u DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET --APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS FOR CONSTRUCTION SEE SHEET L-5 H O w FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS N BOOK RANCHO CUCAMONGA, CA 91730 OTHERWISE NOTED FOR PLANTING SEE SHEET L-17 v 9 z FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK JAF (9N)484-2800 FAX: (W9)484-2802 L-11 APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED UNLESS OTHERWISE NOTED W W FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-5 CHECKED DRAWING N0. x FOR CORRESPONDING PLANTING PLAN SEE SHEET L-17 SCALE: 1"=20' ,IAF DATE 6-2-99 RLA N0. 2834 1 WING• SHEET OF f IRRIGATION LEGEND SYAC MANUFACTURER MODELNUMBER DESCRIPTON EiADM G.PX P_U O RAINBIRD 1812-SAM-PRS-VPC-12F SPRAY POP-UP HEAD 12 2.60 30 RAINBIRD 1812-SAM-PRS-VPC-150 SPRAY POP-UP HEAD 15 0.90 30 RAINBIRD 1812-SAM-PRS-VPC-15H SPRAY POP-UP HEAD 15 1.90 30 STREAM.ROTQRS H U M B O L T AVE . 1 HUNTER PGH-90-ADJ-CV-03 12"HIGH POP STR. ROTOR 27-36 0.90 30 1 1 HUNTER PGH-180-ADJ-CV-05 12"HIGH POP STR. ROTOR 25.34 1.60 30 1 1 HUNTER PGH-ADJ-CV-05 12"HIGH POP STR. ROTOR 25.34 .1.60 30 4B 32 32 2B 1 M. 11%2" 6146 SO. FOOTAGE 6208 SO. FOOTAGE 11/2" EQUIPMENT i STREET W. 1 1 WATER METER PROPOSED 1 1/2•DOMESTIC WATER METER BY CUCAMONGA GWlilt 1111 IhI COUNTY WATER DISTRICT.CONTRACTOR TO PAY ALL NECESSARY FEES AND PERMITS. III e e e e e e3/4" e e e e e— a '- -�-e ��e .-- ����� ������� ��----------------------------------------------- -- ----------------------------------- -��- �������-�mm�----------©--.4 WILKENS 500 SERIES 2"PRESSURE REGULATOR i i H WATTS' 403-RT-RW UNE-SIZE GATE VALVE r i�a• Q FESCO 825-Y-BV-2.00 2"REDUCED PRESSURE BACKFLOW DEVICE W/STRONG BOX BACKFLOW iµ„ 1 , ENCLOSURE MODEL NO. SBBG-45-AL [34" 3W— _1*4-----------Q-----------�' ----- - --.9 --- - -----Q- --------4-----------Q----------- = =----�-----------Q---- ---Q ----R----------- .----�- ---�---------�•-Q---- - — --- -� --- ' FEBCO 650.4308 2"BRONZE WYE STRAINERW/40 MESH STAINLESS STEEL SCREEN 1 C.L. FENCE r ; RAINBIRD EFB•CP SERIES ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 1 i Q SUPERIOR 3100 SERIES 1112" NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE 1 SANDBAG PARCEL r rrririrrrrrriTrrrrrririrri�irirr rr WORK LIMIT LINE irirrrrrririrrrrririiiTririr r iiTi�i7r7rii"iiiiTi77Tiiirirr�irir�iiririrriirirrriioririr IrAl 77rrrrrTo7or ririrr�iirTrrFiiirilTTii07'rrii M Fs CALSENSE FM-1.258 1.25"BRASS FLOW METER \ ACTIVE RAILROAD R.O.W. WORK LIMIT LINE 1 r �C CALSENSE ETI-B-DR,TP-I,TP-110 &STATION ELECTRIC CONTROLLER W/ASTRONG BOX r l 1 1 W/ANTA ELECTRICAL PEDESTAL MODEL NO.SB-24SS-120V J 1 1 Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150'0.C. APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN, MIN.COVER 18";USE CL.315 W W PVC FOR 2"AND LARGER. W 1 W APPROVED SCH. 40 PVC LATERAL UNE,SIZE AS SHOWN, MIN.COVER 12" r ♦^ _= APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS OTHERWISE NOTED IW1 APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED UNLESS OTHERWISE NOTED METROLINK RAIL LINE 1 w Cn 1 U) W ' ' W zi i _Z V I BACKFLOW NOTE: 1 V POINT OF CONNECTION NO. C 1 CONTRACTOR TO INSTALL BACKFLOW ASSEMBLY, ' 1 PRESSURE REGULATOR, MASTER VALVE , FLOW SENSOR PROPOSED 11/2"DOMESTIC WATER METER BY CUCAMONGA Q r ADJACENT TO CHAIN LINK FENCE. ' Q COUNTY WATER DISTRICT. OWNER TO PAY ALL NECESSARY 1 FEES AND PERMITS. CONTRACTOR TO CONNECT TO METER AND WORK LIMIT LINE TIV �p�t q� R n yy WORK LIMIT LINE ' INSTALL A 2" PRESSURE REGULATOR, 2" REDUCED PRESSURE rr r_iLi 4g-r., rrrrrrr�i�rr�rrrfr ii�i�i7'j rVJM:r_i.irrrrrir_rrrrrrr�irrrrr�i�rrrrr�rrrrrrrr�rrrrrrrrrrrrrrrrrr�rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrirrrrrirrrrrrrrrrrrrrrrrrrrrr '1 " " - —•— - --- - —� - i.•- - -• -•--- - �•� .• •• ••••.-- - - -.....- - - �- -. - - - - - - - -- - - BACKFLOW DEVICE, 11/2 MASTER VALVE AND 1.25 FLOW METER. SANDBAG PARCEL —� INSTALL MAINLINE TO CONTROL VALVES AS SHOWN. 1 SEE POINT OF CONNECTION CONTRACTOR TO VERIFY STATIC PRESSURE PRIOR TO START 1 NOTE BELOW. I OF CONSTRUCTION. 1 C.L. FENCE GW EXISTING STATIC PRESSURE: 120-125 PSI � �-----------b--- -------- ----------- --------- -a-------- -- /, ----------- -----------1-1 - ------ -----------w----------- -- -------� i � ' �" C �" s 1- 3/4 SYSTEM DESIGN PRESSURE: 70 PSI i � FS MV 1 11a- 3/4" ' t5,� 100 'S 4 11H• MAXIMUM G.P.M. DEMAND: 35 G.P.M. 1 � '' (tl i 0' 1s1 3w 1 I 2 PRSSURE REGULATOR NOTE: CONTRACTOR TO SET PRESSURE ' r PP / ' REGULATOR TO 85 PSI. VERIFY OPERATING PRESSURE AND go =CIAO - /4" - - - - f3g" O G M IRV FIELD ADJUST AS NECESSARY. STREET R.O.W. 01%GW i CONTRACTOR TO REMOVE EXISTING A.C. AND DISPOSE PP ' O� � _ OF OFF-SITE fill fill 1111 Jill 3C30 rr RCP f10l�RECLAIYABLE WASTE ATER 8TH STREET riC35 I:•-----------------------------------------------•------- --------------------- -----------------•--- IEUA--0----------------------------------------------------- 1 ---------------------- 1 1 11/2" 5142 SQ. FOOTAGE Ics w► � 11/2" 5725 SQ. FOOTAGE 1 1 1 1 1 STEEL SLEEVING NOTE: POWER POLE SERVICE: AUTOMATIC CONTROLLER/ELECTRICAL P.O.C. CONTRACTOR TO INSTALL(1)6" SCH. 40 GALv. STEEL SLEEVE CONTRACTOR TO INSTALL ELECTRICAL PULLBOX AUTOMATIC CONTROLLER TO BE A CALSENSE ET-1-0-DR,TP-I,TP-110-W/ANT-1.(ANTENNA PORT)TO BE INSTALLED WITHIN A STRONGBOX(SB)-24-SS/120 VOLT FOR MAINLINE AND (1) A L(1) 40 CH. 4 STEEL SLEEVE FOR WITH R 1 O PVC CONDUIT FROM POWER POLE METERED CONTROLLER ENCLOSURE. MOUNT ANTENNA PORT (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURERS SPECIFICATIONS AND ATTACH CONTROL WIRES AS SHOWN. CONTRACTOR L SLEEVE OR TO H (1) 1 1X. CONTRACTOR TO PROVIDE AP OLE COAXIAL CABLE. ELECTRICAL P.O.C.:CONTRACTOR TO PROVIDE ELECTRICAL SERVICE FROM EXISTING POWER POLES (A$NOTED)TO NEW CONTROLLER LOCATION AS CONTROL ES AS S UNDER RAIL ROAD SPUR LINE AS SHOWN PRIATE SIZE WIRING FROM POWER POLE TO RO- SHOWN. INSTALL NEW ELECTRICAL PULL BOX, 1 1/2" ELECTRICAL CONDUIT AND PROPER SIZE WIRING AND ATTACH TO METER SOCKET LOCATED IN ENCLOSURE. ABOVE. CONTRACTOR TO JACK SLEEVE A MIN. OF 15 FEET ON EACH PRIATE S. S.C.E. CO., TO INSTALL METER HEAD AND CONNECT TO POWR POLE. CONTRACTOR TO MAKE ALL CONTROLLER CONNECTIONS ONCE POWER IS TURNED ON. SIDE OF RAILS AND 36" BELOW TOP OF RAIL. CONTRACTOR TO PROVIDE SYSTEM SHALL BE OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR TO INSTALL(3)ADDITIONAL CONTROL WIRES, AND(1)ORANGE WIRE FROM NEW A MIN. OF 90 - 951/6 COMPACTION IN 6" LIFTS. CONTROLLER TO END OF EACH MAINLINE AND TERMINATE INTO 6" DIAMETER VALVE BOX FOR FUTURE VALVES. FINAL CONTROLLER/PEDESTAL LOCATION PER CITY INSPECTOR. CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE REPRESENTATIVE AT: 2075 COURT NOGAL SUITE P SHEET KEY MAP CARLSBAD, CALIFORNIA 92009 a (619)438-0525 W z DESCRIPTION OF REVISION DATE APPROVED U CITY of RANCHO CUCAMONGA �HoSE • a =yip ,rututiy.�F'��pc►� F Environmental Enhancement and Mitigation Project V for Metrolink Corridor Haven Avenue to Archibald Avenue A HUMB LT AV. �► _ LEGEND °"' IRRIGATION PLAN 4f CA► ROCKS(AVG. SIZE 1") IIII EDGE OF PAVEMENT 8th STREET APPROVED BY: T TRAFFIC SIGNAL X � + i,� ,/ � ,� DATE :P- �; , PP POWER POLE SB c s G Bo > w CITY ENGINEER, ./��-�--- �� RCE N o . 24953 GW GUY WIRE SM SEWER MANHOLE 4 9 W DESIGN ARCHITERRA DESI N GROUP J= > PLAN CROSS REFERENCES F LANDSCAPE ARCHITECTURE .. _ ► FH FIRE HYDRANT CS CATCH BASIN FOR DETAILS, SEE SHEET L-20 & 21 SITE PLANNING 10630 TOWN CENTER DR., STE. 128 FOR CONSTRUCTION SEE SHEET L-6 a4 FOR PLANTING SPECIFICATIONS SEE SPECIFICATIONS BOOK DRAWN SHEET TS TRAFFIC SIGN WV WATER VALVE FOR PLANTING SEE SHEET L-18 H 0 W � r �4 JAF RANCHO CUCAMONGA,CA 91730(909)4842800 FAX: (909)4842802 H FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK L-12 • U w FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-6 x U FOR CORRESPONDING PLANTING PLAN SEE SHEET L-18 SCALE. 1 -20' CHECKED DRAWING NO. IAF DATE 6-2-99 RLA N0. 2834 t -7 Oa,-L SHEET OF IRRIGATION LEGEND Ste- MR11TAMMR MODEL NUUAM DESCRIPTION RADIUS G.P_M_ E.SJ- Q RAINBIRD 1812-SAMA PRS-VPC-12F SPRAY POP-UP HEAD 12 2-80 30 SPARE WIRE NOTE: CONTRACTOR TO INSTALL(1)SPARE ORANGE WIRE + RAINBIRD 1812-SAM-PRS-VPC-15(a SPRAY POP-UP HEAD 15 0.90 30 AND 3 CONTROL WIRES ALONG THE ENTIRE LENGTH ♦ RAINBIRD 1812-SAA-PRS-VPC-15H SPRAY POP-UP HEAD 15 1.90 3D OF THE MAINLINE FROM CONTROLLER TO THE 1 _FARTHEST REMOTE CONTROL VALVE ON EACH BRAN H U M B O L T AVE . CH. ROTORS HUNTER PGH-90-ADJa-03 12'HIGH POP STR. ROTOR 27-36 0.90 30 — — — — — — — — — — — — — — — — — Q HUNTER PGH-180-ADJ-CV-05. 12'HIGH POP STR. ROTOR 25.34 1.60 30 on.- 2' 32 I HUNTER PGH-ADJ-CV-05 17 HIGH POP STR.ROTOR 25-34 1.60 3D 1 5797 SO. FOOTAGESTREET R.O.W. WEQUIPMENT STOP SIGN / Q 1 pM WATER METER PROPOSED 1 12'DOMESTIC WATER METER BY CUCAMONGA COUNTY WATER DISTRICT.CONTRACTOR TO PAY ALL NECESSARY FEES AND PERMITS. Ts WILKENS 500 SERIES 2"PRESSURE REGULATOR f Ts H WATTS' 403-RT4RW LINE-SIZE GAT VALVE > I i i 1 PP Q Q FE8C0 825-Y-BV-200 2'REDUCED PRESSURE BACKFLOW DEVICE W/STRONG BOX BACKFLOW r4 ' ------- ----- --=-----------= 3'"-" ------ ----------- -----------7.----3'"" - --'=--------Q---- T ENCLOSURE MODEL NO.SBBC-45-AL C.L. FENCE ---- -- 150' S FEBCO X4306 2'BRONZE WYE STRAINER W/40 MESH STAINLESS STEEL SCREEN (4'-0" MAXIMUM HIGH CHAIN LINK FENCE) 1 1° O G � I � RAINBIRD EFB-CP SERIES ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN SANDBAG PARCEL SUPERIOR 3100 SERIES 1 12' NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE w =AF --www — — —w�w��7, — — — w� — wwwwfi — — '10 wwr� w —1f w wwwww� N iiiiiiiii�iiiiiiiiiiiiii.iiiiiiiiiii�iiiiiiiiiiiiiiiiiiii�iiriiiiiiiiiiiriiiiiiii�►ir�riiii�Tij»>ii�iiii��Ti�ri�i3'�rr'T3-fiTiJ�iJi N 1 ,o, VNE3RK LIMIT UI1IF ,-�. ACTIVE RAILROAD R.Q.W. .' WORK LIMIT LINE 1 NM„� .&D"FLOW METER :.. 3X4 ::.:::.: . .. E 1 1. CALS NSE FM- J �::...•._.•.. _.... . ;.::... .... CALSENSE W/ANT.1 110 ELECTRICAL AL MODEL NO.SB-24SSCONTROLLER W/A STRONG 80X C ETI-8-DR,TP-1 TP- 8-STATION NfiEB ELECTRIC RAINBIRD 33DW NON-POTABLE OUICK COUPLER VALVE @ 150'O.C. I� ....... .. W 1 i oo . . — — — —APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 1g;USE CL 315 W PVC FOR 2 AND LARGER. r I D .40 LATERAL UNE,SIZE AS SHOWN,MIN.COVER 12' .. . 1:_. : : -.- ... ;....., .. ______=APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS 1 ..... 1 OTHERWISE NOTED w 1 APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED UNLESS OTHERWISE NOTED ��W METROLINK RAIL LINE >: ...... •.. . . 1 .......... Zf RR SIGN f .. 1 U . . . .... . CI sWCGABp4ecT27f3 .... 1 CABINET . Aster NEC � . { a "RK .IMI. LIN �,�. ACTIVE RAtLROAD.R.O.W. WOq�K IMIT ty�G�t�,liii �i�iwo Airiiiii�iiiiijiiii� .►.riiiiii�iiii�tiiiiiiiiiriiiii�rrr�iiiiiiiiir�ry�j�iiiii�rry�►r�iii��r��ry��r�i�ii r �irii ii ■ SANDBAG PARCEL '00 1 1 ,0 50' ow 1 C.L. FENCE (4'-0"MAXIMUM HIGH CHAIN LINK FENCE) - ---a-=---- ----a------------a-----------a- b b ,. . 1 3W - , y PIP - - ACE r - t1K , BoX ����N�����NM����M��M���N�•('j'�•��N�.mmNM�����NM���•. NMM••� ��••�N• T���'J'�N��.MM���.�.•.� ,� rr CONTRACTOR TO REMOVE aw STREET R.O.W. 1 EXISTING A.C. AND DISPOSE c�lll OF OFF-SITE Q PP p 1s lip 8TH STREET 2C" 1 11/7 5915 SQ FOOTAGE 1 1 I SHEET KEY MAP w z z DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA a �y Environmental Enhancement and Mitigation Project U V � v �1 x for Metrolink Corridor LEGEND w - Haven Avenue to Archibald Avenue p HUMB LT AV. ROCKS(AVG. SIZE I-) IIp EDGE OF PAVEMENT PP POWER POLE TS8 TRAFFIC SIGNAL BOX IRRIGATON PLAN 8th STREET GW GUY WIRE SM SEWER MANHOLE w APPROVED BY: �/� � r DATE FH FIRE HYDRANT CB CATCH BASIN � w CITY ENGINEER ��- SME ✓�- i RCE No . 24953 � � � PLAN CROSS REFERENCES DESIGN ARCHITERRADESIGNGROUP 99=54 TS TRAFFIC SIGN WV WATER VALVE A JAF LANDSS�EERCNNH URE ING FOR DETAILS, SEE SHEET L-20 & 21 DRAWN 106M TOWN CENTER DR.,STE. 128 SHEET FOR CONSTRUCTION SEE SHEET L-7 G4 o w FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK . RANCHO CUCAMONGA,CA 91730 FOR PLANTING SEE SHEET L-19 U z FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK JAF (909)4842900 FAX: (909)484-2902 L-13 w w FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-7 CHECKED DRAWING N0. x v FOR CORRESPONDING PLANTING PLAN SEE SHEET L-19 SCALE: 1".20' JAF DATE 6-2-99 RLA N0. 2834 1702--L SHEET OF PLANTING NOTES : i 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. 1 CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER 1 PLAN AND SPECIFICATIONS. 1 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. . � 1 W 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES,STRUCTURE,ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR 1 THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. i Q 1 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL 1 GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT J METROLINK RAIL LINE MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. Q 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT i RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FORPLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE ( INDICATED PLANT SPACING REQUIRED. cc Q rS-4 S-2 gym S-5 S-4 ►oxs swc S-6 S-4 S-2 S-5 S-7 S-5 S-2 S-3 T-1 i 8. WHENEVER SHRUBIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A I 4 1 AT BOX 6 1 F BOX 3 3 2 6 5 7 4 7 11 I W CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 2X2 PED STAL❑ ; �W^ 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. S-7 VAULT T-2 S-7 S-6 - S-4 V) PIPsv� 1 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE USED FOR SHRUBS AND TREE PLANT PIT BACKFILL MIX.FOR ADDITIONAL INFORMATION REGARDING SOIL i W 12 LIMI L NE ❑ V J 4 5 2 4 1 1 AMENDMENTS SEE PLANTING DETAILS AND PLANTING SPECIFICATIONS. A INE RAIL D R. ORK LIMIT LINE I (� 1 CU.YD.CLEAN TOP SOIL (GLa4b A IMP" 4.f 4e LdG/ /j iJL/LA",Cdf t/G/ / LAjAC/"e!-/G/ L/j/ L/!1 /1!_/4efwt.AC4L //t" L!/////1 t! .1E'4Z1r_""4f/U""/l!J T � SANDBAGPARCEL z 6CU.FT.OF SOIL AMENDMENTS < N�1'Mfo�tZi�p RaCwoo9 St1I►.v►NC�s� IaN 153. i z 2 LBS GROW-SAFE(ACTIVATED CARBON) (4'-0-MAXIMU HI H C IN LINK FENCE) , 1 11. LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS. PURSUANT ► C.L. FE E _ 1 Z TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE o o c CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. 91 R MULCH IS AVAILABLE FROM: C-144PPILK INTRAVAIA Q 1961 W. 16TH.STREET • I > UPLAND,CALIFORNIA 91786-2157 I T-2 TW 1 G (909)982.6713 4 Ts I I PP 12 CONTRACTOR TO PURCHASE ALL TRGES AND STAKING t'►'t47trtlA.l.S (fFoR 5 &A►u.• 'fKt:CS ow-Y) 490 DF_t.IVEFt -%WM GW I 1 ❑ -Tb -mF- CITY GoRD Pc t^-M YARAT 9153 9 :h ST• itANcwo cuc-•MoN&A , F009 A voi om7ejc1t pitoJEG-T lay -Ne TSB CBar tNV iJill G►TY� ,�T -TkF- c ampL-E-rtot�l of -THIS, PROJECT. Ct�oRfltNA'Tl` pE�lVE1tY CF fhA•?E2uAt.S WITH P.W. 1N3+PEGfill fill Tbj� 1 STREE R. .W. - - - - — — - - — - - - - - - — 1 S-4 S-2 S-6 S-6 S-2 S-4 1 PLANT LEGEND 3 4 1 1 4 1 8TH S T . ; SYMBOL QUANTITY TOTAL HOIANIGNAME QQMMO NAME SIZE SPM COMENIS Q1AIlIY 1 TYPICAL EXISTING TREE NOT rS5 S-6 S-2 S-5 S-2 S-4 S-5 S-6 S-1 1 TREES CONTRACTOR TO PROTECT INT-1 Eucalyptus microillwa Coolibeh Liner 15'o.c. Refer to Specs. 44 238 PLACE ALL EXISTING TREES. 1 Trees to be purchased by the 1 T-2 Olea europeea'Swan Hill' Uve 5 gallon 25 o.c.. Multi-trunk 8 23 contractor and installed by City T-3 Platanus racemose California Sycamore 5 gallon 30'o.c. Multi-trunk 00 8 of Rancho Cucamonga volunteer project. Centrac,for- T-4 Quercus agrifolia Coast Live Oak Liner 30'o.c. Refer to Specs 00 11 4e excavate- Pkant;n pi-ES aid Frov;dt IPaCk .11 rix A 1 SHRUBS S-1 Acacia redolons NCN Liner 12 o.c. Standards 85 462 1 1 SEE SHEET L-15 1 S-2 Arctoslorylos edmtridsii Little Sur Manzanita 1 gallon 4'o.c. Standards 18 109 1 1 FOR SECTION DETAIL ; S-3 Arctostaphylos uva-ursi Bearherry 1 ga w 9 o.c. Standards 35 190 I 1 1 S-4 Ceardh s griseus horizontafis NCN 1 gallon T o.c. Standards 17 67 1 I 1 S-5 Cistus salvif0fim Sageleaf PM17 se 1 gallon ti o.c. Standards 33 163 i 1 1 1 S-6 Fremontodendron mexicanum Southam Flannel Bush 1 gak n 10'o.c. Standards 9 53 S-7 Salvia cievelandii NCN 1 gallon 4'o.c. Standards 22 115 1 METROLINK RAIL LINE 1 1 1 NOTES: 1. Shrub planting areas and street frontage areas as shown on plans to receive a 4-layer of chip wood mulch top dressing. Mulch 1 ; available from Intravaia, 1961 W. 16th Street Upland,CA 917852151, (909)982-6713. 2. Contractor is responsible for any damage caused by his work. Contractor is also responsible 1 1 for repairing any irrigation tires(sprinkler heads,and existing lame areas fhat are damaged Q i ; LO during conrstrmlion. p0 � 1 1 r ���•Neu�E� W i S-1 T-1 S-3 W 1 68 33 28 1 F— Cn 1 1 1 []RR CABINET 2X3 W j W W 1 WO LIMIT LINE T� I WORK LIMIT LINE 1 = �,► /=/�/ ///���//_�=�:�=� iiii_i_=�=/�ii1�/rlIJLLL�S�S�.�!�=�r�11:5�.1L� /`/•l S�=��� �>�i �� il�[��-�„�L/1L=��//� /=�f�����t�t/1111ftlll,LCL/.l�.lf.LLl.�L�1�11L1��L/t11L/-!T1[GLt' U) �. z1 -- - - 102 SANDBAG PARCEL - W SHEET KEY MAP L. FENCE U) hZ�r -- r-- r- r-- rr -rr rr- r-- rr rrr rrr r r rr r- rrr r-r r- r-- rrr r-- --r rr-r rrrr -rr -rr r-r rrr rrr --- --- r-- --- 1�•� v - - - W x 1 z w PP I J GG 1 = x DESCRIPTION OF REVISION I DATE 1APPROVED Jill fill fill lip Jill fill A HUMBLTAV. CITY of RANCHO CUCAMO NGA STREET R.O.W. Q i Environmental Enhancement and Mitigation Project 8TH S T . . 8th STREET for Metrolink Corridor 1 Haven Avenue to Archibald Avenue 1 w w LEGEND A TYPICAL EXISTING TREE NOT 1 la '4 PL A V 1 II V 3 r"LJ`1t V 1 CONTRACTOR TO PROTECT IN ROCKS AVG. SIZE 1-) Illi EDGE OF PAVEMENT PLACE ALL EXISTING TREES. 1 M 0 tx a - (AVG. FOR CONSTRUCTION SEE SHEET L-2 �.{ H w APPROVED BY: DATE PP POWER POLE TSB TRAFFIC SIGNAL BOX FOR IRRIGATION SEE SHEET L-8 x 2 �� ice` r - ' �, 24953 SHRUBS u W W CITY ENGINEER -� - ...,. RCE No . TREES PLAN CROSS REFERENCES DESIGN GW GUY WIRE SM SEWER MANHOLE ARCHITERRA DESIGNGROUP "LaRte( LANDSCAPE ARCHITECTURE - CALL-OUT FH FIRE HYDRANT CB CATCH BASIN FOR DETAILS, SEE SHEET L-20 & 21 SITE PLANNING SYMBOL CALL-OUT FOR PLANTING SPECIFICATIONS SEE SPECIFICATIONS BOOK '0 DRAWN 10630 TOWN CENTER DR., STE. f28 SHEET *= RANCHO CUCAMONGA, CA 91730 SYMBOL Ts TRAFFIC SIGN WV WATER VALVE FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK r JRG (909)aaa-2eoo FAX: (909>a8a-2eo2 L-14 SIZE FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 CHECKED DRAWING NO. (gal./box) QUANTITY QUANTITY FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-8 SCALE: V=20' RWK DATE 6-2-99 RLA NO. 2834 170 cA - L SHEET OF PLANT LEGEND SYMBOL QUANTITY TOTAL CALL-OUI BOTANIC NAME COMMON-NAME SIZE SPACING COMMENTS (THIS PAGE) QUANTITY TREES T-1 Eucaly"microtheca Coolibeh liner 15'o.c. Refer to Specs. 44 238 Trees to be purchased by the T-2 Olea europaea Swan Hill' Olive 5"m 25 o.c. Multi-trunk 8 23 contractor and installed by City T-3 Platanus racernosa California Sycamore 5 gallon 30'o.c. Mufti-trunk 00 8 of Rancho Cucamonga volunteer project. Cev%4-rwc.lvr T-4 Quercus agi fdia Coast Live Oak Liner 30'O.C. Refer to Spec's 00 .11 t'& ewc^vats- pt4n}-in9 pt4-s Mi Prev:ds bacbt4:tl �iK SHRUBS S-1 Acacia redolens NCN Liner 17 o.c. Standards 85 462 S-2 Arctostaphylos edmundsii Little Sur Manzanita 1 gallon 4'o.c. Standards 18 108 S-3 Arctostaphylos uva-ursi Bearbeny 1 gallon 8'o.c. Standards 35 190 S-4 Ceanothus griseus horizontalis NCN 1 gallon 8'o.c. Standards 17 67 1 S-5 Cistus saWokis Sageleaf Roclvose 1 geNon 6'o.c. Standards 33 163 1 S-6 Fremontoclendron mexicanum Southern Flannel Bush 1 gallon 10'o.c. Standards 9 53 1 S-7 Salvia clevelandii NCN 1 gallon 4'o.c. Standards 22 115 1 1 1 NOTES: 1 I- Shrub planting areas and street frontage areas as shown on plans to receive a 4'layer of chip wood mulch top dressing. Mulch 1 available from Intravaia, 1961 W. 16th Street Upland,CA 91785.2151, (909)982-6713. 1 2. Contractor is responsible for any damage caused by his work. Contractor is also responsible 1 for repairing any imgabon lines/sprinkler heads,and existing landscape meas that are damaged 1 during construction. 1 METROLINK RAIL LINE 1 1 1 � 1 T 1 1 1 1 S'1 S-3 T-1 W 1 3s 14 18 1 W1 = 1 . U) 1 1 RK LIMIT LINE ACTIVE RAILROAD R.O.W. W LLJ SANDBAG PARCEL 7 U) I W 1 T4� O z WV _ _— �� ��� ♦ Awap fill / " SHEET KEY MAP 1 STREET R.O.W. �� z 8 T H ST. _ _ U i a 1 U 1 w W HUMB LT AV. A V HIGH CHAIN LINK FENCE 8 STREET W 3 z 3 3 O O co � Ce A Z O W CE 50'TO U OF TRACKS °� O W H �+ t 1 do FOR CONSTRUCTION SEE SHEET L-3 x a F' chi :::-„_.: :: ::.:: f NATURAL FLOW NATURAL FLOW—� N.G. FOR IRRIGATION SEE SHEET L-9 U V 20'+/ 25' 100'R.R.R.O.W. 8TH ST. PLANTED AREA 151 EXISTING R.R.BALLAST TO REMAIN IN PLACE MULCH ACCESS DR. SANDBAG PARCEL SECTION A-A S/S 8TH STREET E/O ARCHIBALD AVENUE DESCRIPTION OF REVISION N.T.S. DATE APPROVED ,oF CITY of RANCHO CUCAMONGA Environmental Enhancement and Mitigation Project J it r 04 for Metrolink Corridor Haven Avenue to Archibald Avenue LEGEND Dom of �F PLAI�ffING PLAN • � ROCKS(AVG. SIZE 1-) fill EDGE OF PAVEMENT �� APPROVED BY: DATE .; , •- PP POWER POLE TSB TRAFFIC SIGNAL BOX CITY ENGINEER �- w�, ' ( ���� R C E N o . 24953 GW GUY WIRE sM SEWER MANHOLE PLAN CROSS REFERENCES ARCHITERRA DESIG GROUP FOR DETAILS SEE SHEET L-20 & 21 DESIGN 49: ' RWK LANDSCAPE ARCHITECTURE ^; -.� FH FIRE HYDRANT CB CATCH BASIN FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK " SITE PLANNING e 10630 TOWN CENTER DR.,STE. 128 FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK { DRAWN RANCHO cucAMONGA, CA 91730 SHEET TS TRAFFIC SIGN WV WATER VALVE FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 JRG L-15 (909)484-2800 FAX: (909)4842802 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-9 • SCALE: 1"=20' CHECKED DRA\A/INQ NO. RWK DATE 6-2-99 RLA NO. 2834 170,A SHEET OF T-1 31 S-5 T-3 S-6 S-5 rS6 S-2 S-2 KS-5 rS5 T-3 S-5 5 _ _ B— HUM LT AVE . S-6 S-7 T-4 S-4 S-5 S-3 — — — — — — — — — — — — ' T-4 S-4 S-7 S-2 S-6 1 6 2 3 7 23 3 4 4 2 1 S-6 STREET R.O.W. S-6 S2-6 S-4 2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — lid lid S-2 J PP PP W ° o Off ♦ i W T ZA Q FUEL PIPE j • ---s---- -- - ---- -- - ------ - - -- --- --- ----- ----- ---- ----- - ----- ---- ---- •---- - - --- -- ♦ S-6 --- --- --- --- ---- --- - - --- -- -- -- -- --- - - -- -- - ---- - -- 1 S-7 S-2S-2 S-7 ' - 2 5I! / 4! .// 4 10 1. . PARCEL rIII/ /// //II/ /WO K LIMIT LINE ACTIVE RAILROAD R.O.W. 9g WOR LIMIT LINE 1� I rS-6� W S-5 S-4 S-1 S-4 S-5 S-4 S-7 1 3 1 1 4 1 54 1 5 1 7 U 1 9, s , F- I i W W _ W 0 I METROLINK RAIL LIN I 1 1 W 1 ♦�U/J� 1 CONTRACTOR TO PRUNE V J EXISTING TREE USING I.A.W AND I.S.A. STANDARDS. W t Z 1 I 1 � U ACTIVE RAILROAD R.O.W. C � G= � ` ~ � — r r f rf rlfl—l—Y r f•,f r � r r r r � r rr r rr r -••-- r f ...A• r r , r r r r r r fr r � r r � — ri` r r r �' r r � r r 41"RCP NOWRECLAIMABLE WASTE WATER ^ — � — —�• r — _ SANDBAG PARCEL •------..,���- -21"-- RCP NON-RECLAIMABLE WASTE WATER IEUA 4--------------------------- -----------------•-•----------- IEUA--V' _ r -+ ---- IEUA-- ----------------------------------------� (CSMWD MANHOLE) (CBMWD MANHOLE) �- �� (CBMWD MANHOLE) t Jill r r � r r - r PLANT LEGEND 6'HIGH CHAIN LINK FENCESYMBOL QUANTITY TOTAL CALL-00 BOTANIC NAME COMMON-NAME Sim SPACIM GMIMEM (THIS PAGE) QUANM TS TREES B— T-1 —T-1 Euc*yptus n4cm0sca Cooabah Liner 15'o.c. Refer to Specs. 44 239 WW J Trees to be purchased by the 0 Z J 3 T-2 Olea eumpoea Swan Hill' Olive 5 gallon 26 o.c. Multi-trunk 8 23 contractor and installed by City z o 0 Cr T-3 Platanus racemoea CaAfomia Sya more 5 gallon Xy o.c. Mufti-trunk 00 8 of Rancho Cucamonga cc 0 o w � 6 ? volunteer project.Centr,ac+or {b o 0 a ag T-4 Quercus agrfta Coast Live Oak Liner 317 o.c. Refer to Specs 00 11 txcsvat� p Isu%r;n'p;ts �►r+e1 ¢ 50'70 CR OF TRACKS o J N.G. 4 NATURAL FLOW NATURAL FLOWpoll- 00 ' SHRUBS VIZNV 20'+/- 32+1- S-1 Acacia redolens NCN Liner 12 o.c. Standards 85 462 8TH ST. EXISTING AREA 1W R.R.R.O.W. 25 20'+I- EXISTING R.R. BALLAST TO REMAIN IN PLACE 15, PLANTED AREA 15'+/- HUMBOLT AV. S-2 Arctostaphylos Wmurdsii Little Sur Manzanita 1 gallon 4'o.c. Standards 18 109 ACCESS DR. MULCH SANDBAG PARCEL SANDBAG PARCEL S-3 � ' 8'o.c. Standards35190SECTION B-B 8TH STREET & HUMBOLT AVENUE E/ S-4 Ceanottxrs griseus honzo*ft NCN low 8'o.c. Standards 17 67 � U O S-5 CisM sat0folk s Sageleaf Ro* Me 1 "M 6°.c. Standards 33 163 DEER CREEK CHANNEL N.T.S. S-6 Frenlorltoderldron mexicamn Southam Flannel Bush 1 gallon 10'o.c. Standards 9 53 S-' Salvia develandii NCN ' gin 4o.°. Standards 22 115 SHEET KEY MAP l FG F Nn a NOTES: Z ROCKS(AVG. SIZE 1') Nil EDGE OF PAVEMENT 1. shrub plating areas and street frordage aromas shown on ply to ram a 4f Ia�v ofyip wood mllch I*Chao&,. MLkhD E S C R I P T I 0 N OF REVISION available from Intravaia, 1961 W. 16th Street Upland,CA 91785-2151,(909)982.6713. PP POWER POLE TSB TRAFFIC SIGNAL BOX � x 2. Contractor is responsible for artyamge dacaused by his work. Contractor is also responsible V for repairing any imgation k**/sprinNer heads,and existing landscape areas that are damaged GW GUY WIRE SM SEWER MANHOLE CITY of RANCHO CUCAMO NGA during conshuctlon. W FH FIRE HYDRANT CB CATCH BASIN J,NOSI„gpE W Environmental Enhancement and Mitigation Project V TS TRAFFIC SIGN WV WATER VALVE �2 � 4f % 9 for Metrolink Corridor wHaven Avenue to Archibald Avenue HUMB A LT AV. - _ _ PLANTING PLAN 8th STREET APPROVED BY: - DATE w PLAN R CITY ENGINEER = � ( --4-,- _ r��t' , ' ;��� RCE N0 . 24953 W CROSS REFERENCES DESIGN ARCHITERRA DESIGN GROUP n/IENDED A4 > FOR DETAILS, SEE SHEET L-20 & 21 RWK LANDSCAPE ARCHITECTURE , FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK SITE PLANNING --� FOR CONSTRUCTION SEE SHEET L-4 pp o W FOR CONSTRUCTION SPECIFICATIONS SEE SPECIFICATIONS BOOK DRAWN fo63o TOWN CENTER DR., sTE. 126 SHEET FOR IRRIGATION SEE SHEET L-10 H , .,y�-� ,. RANCHO CUCAMONGA, CA 91730 E r FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-4 -IRG (9M)464-2000 FAX: (909)484-2802 L-16 v w FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-10 x V SCALE. 1"=2a CHECKED 1 - DRAWIN NO. Rwlc DATE 6-2-99 RLA NO. 2834 : ?G�,7e,-� SHEET OF rS6 S-2 S-5 S-4 T-4 S-7 S-2 rs-5 2 2 6 1 3 5 4 6 HUMBOLT AVE . ; 1 T-3 S-4 S-2 S-6 S-4 T-1 1 21 2 2 3 35 1 1 1 1 i STREET R.O.W. lilt Jill Jill Jill Jilly Q' GLIA DRAIL 9g I O 1 G 1 8 1 1 ' O° 1 1 I --- - - - -- --- ---- ----- - ------- ------- ------- ------ - ------- ---- ------- C. . - i I PP 1 i 1 SANDBAG PARCEL 1 I i ii S F f - - i iii ii i7i7777i i11 ii 7777r7�7 i TiTi777 ,r7i7i7Tl7i7i7"77-o niTi7ii�iiiiilTTTiTiTi7?T?i7i'7177731i�i,i7TTi7i7i77T1i713lTTTiTiTiTTl7i7i7J777313 "77�►Ti7i777f,o�7,oP717773TiYir"71i7i7i7TT7J!.07"7TiTiTi77T1i7�7o'77T3131iT7771 CO S-2 S-6 S-4 MIT S-5 S-4 / T- ACTIVE RAILROAD R.O.W. WORK LIMIT LINE 1 CO 1 r 1 s 1 ow 3 1 1 5 1 , 1 1 S-6 S-2 S-6 S-1 S-3 S-7 F— W ' ' 7 1 4 1 70 28 i W W � � W 16- ♦♦_^^ I 1 1 1 ♦�_//�� V) I I 1 TYPICAL EXISTING TREE NOT V J W 1 CONTRACTOR TO PROTECT IN s4111111 [ illililli IG1 I PLACE ALL EXISTING TREES. I 'METROLINKRAILLlN� illillillillillillillI 1111111111111 1 Ili W W 1 I 1 U) S-6 1 IW Z 1 S-6 S-2 S-4 T-4 S-5 S-4 Z 1 2 3 1 3 7 1 69 J iGUARDRAIL �_R�M RKER U 1 x T-3 S-6 S-7 S-5 S-2 T-1 S-3 1 AERIAL TBM , Q 1 1 I 1 2 1 8 5 4 35 1 t WORK LI IT LINE ACTIVE RAILROAD R.O.W. WORK LI T LINE 1 �/t1 4�L� �lV !� z At ����L1 A&low ��[lf���!L�L�l.L1L�1tl�����GrL�lllL�iILt-e""ceCZ ���LrL�LL1L�1V������/L�11[L�L�l�lLilt/tl�����G�L�iiiL�,iJlC""t/[ll.LllIrtlelr. L'Ce 4""L10LleL[1Zlet�1 rfJf1LLLL�t� �Ilil�l�l i SANDBAG PARCEL \ aw / 1 11 9 1 1 1 1 I 1 --- C.L. F - - -- - ---- - - - - - - - -- - - - - - -- -- - - -- -- - -- - -- -- -- -- -- -- -- - --- --- -- -- -- -- - - - - - - - - - 1 ow ' 1 1 - - 1K3N ' t :.. i Sgel 1 97 ' GUA DRAIL PP J O PP Opp O PP 1 1 I S-2 S-2 S-6 S-4 S-2Jill STREET R.O.W. Jill1 1 I � 1 W 2 2 3 3 5 1 1 > S8TH STREET 1 Q _ rS-4 _ S5 - - SK - - - - - - - - - - - - - - - - - - - 1 Cr 1 W Z W U • PLANT LEGEND SYMBOL QUANTITY TOTAL CALL4M BOTANIC.NAME _NAME SIZE SPACM COMME M alASPAGE) QUANTITY TREES T-1 Eucalyptus micxotheca Coolibah Liner 16 o.c. Refer to Specs. 44 239 Trees to be purchased by the T-2 Ofea europaea'Swan Hill Olive 5 gallon 25'o.c. Mufti-trunk 8 23 contractor and installed by City LEGEND T-3 Platanus racemose California Sycamore 5 gallon 30,o.c. Multi-trunk 00 8 of Rancho Cucamonga SHEET KEY M A P volunteer project. Cenfraa+&, T-4 Quercus agrifoka Coast Live Oak Liner 30'o.c. Refer to Spec's 00 11 Cxao vatq_ pbu tip' Qin'$ " a ROCKS(AVG. SIZE 1-) fill EDGE OF PAVEMENT PP POWER POLE TSB TRAFFIC SIGNAL BOX SHRUBS x GW GUY WIRE SM SEWER MANHOLE DESCRIPTION O F REVISION DATE JAPPROVED S-1 Acacia reclofens NCN Liner 12'o.c. Standards 85 462 FH FIRE HYDRANT co CATCH BASIN CITY of RANCHO CUCAMONGA S-2 Arctostaphylcs edmundsii Little Sur Mwmv to 1 gallon 4 o.c. Standards 18 109 W TS TRAFFIC SIGN WV WATER VALVE Mitigation Project S-3 Arctostaphybs wa-ursi Bearberry 1 galleon 8'o.c. Standards 35 190 U -' � � Environmental Enhancement and Miti 9 S-4 Ceanothus griseus horizontalis NCN 1 gallon 6 o.c. Standards 17 67 x - for Metrolink Corridor W Haven Avenue to Archibald Avenue S-5 Cistus samolius S f Rockrose 1 W NUMB LT AV. agelea gaHor► 5 o.c. Standards 33 163 A OF S-6 Fremontodendron mexicarxxn Southam Flannel Bush 1 gallon 10,o.c. Standards 9 53 PLANTING PLAN S-7 Salvia clevelandii NCN 1 gallon 4'o.c. Standards 22 115 8th STREET ' APPROVED BY: DATE .'' 01 CITY ENGINEERNOTES: > ' ' RCE N o . 24953 PLAN CROSS REFERENCES 1. Shrub planting areas and street frontage anus as shown on plans to receive a 4'layer of chip wood mulch top dressing. Mulch DESIGN ARC LANDSCAPE RCHI E GROUP A FOR DETAILS, SEE SHEET L-20 8� 21 LANDSCAPE ARCHITECTURE available from Intravaia, 1961 W. 16th Street Upland,CA 91785-2151, (909)982-6713. '� ,� RWK 4 FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK SITE PLANNING 2. Contractor is responsible for any damage caused by his work. Contractor is also responsible �+ 106W TOWN CENTER DR., STE. 128 for repairing any irrigation lines/sprinkler heads,and existing landscape areas that are damaged FOR CONSTRUCTION SEE SHEET L-5 H O H FOR CONSTRUCTION SPECIFICATIONS SEE SPECIFICATIONS BOOK DRAWN SHEET a te,, a, RANCHO CLICAMONGA,CA 91730 during cornstn,ctim. FOR IRRIGATION SEE SHEET L-11 u z FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-5 JRG (909)484-2000 FAX: (909)48e-2W2 L-17 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-11 SCALE: 1"-20' CHECKED DRAWING N0. RWK DATE 6-2-99 RLA NO. 2834 12001-L SHEET OF T-1 S-1 S-3 34 6s c- 29 PLANT LEGEND SYMBOL QUANTITY TOTAL H U M B O L T AVE . ; CALL-00 eOTAN1C NAME COMM011 NAME ' SIZE S84CM COMMENTS (THIS PAGE) QUANTM TREES 1 1 T-1 Eucalyptus microtheca Coolibah Liner 15'o.c. Refer to Specs. 44 239 1 1 T-2 Olea europaea'Swan HiM' OMre 5 gallon 25 o.c. Multi-trunk 8 23 1 1 T-3 Platanus rawncea Califomia Sycamore 5 gallon 3t7 o.c. Mufti-trunk 00 8 1 STREET R.O.W. 1 dil lid — — — — — — — T-4 Ouerotts agrifotia Coast Live Oak Liner 30'o.c. Refer to Spees 00 11 1 GW 1 SHRUBS 1 1 1 S-1 Acacia redolens NCN Liner 12'o.c. Standards 85 462 S-2 Arctosla^ics edrnrxxisii Little Sur Maruanita Igaw 4 o.c. t S andards 18 109 1 1 S-3 Arctostaphylos uva-ursi Bearberry 1 gallon 8'O.C. Standards 35 190 ---- -- --- -- --- - --- ----C --- - ---- ---- ----- --- ------ ------- ----- - ---- --- ------ - -- --- -- --- ---- ---- ----- --- C Ei S-4 Ceanothus griseus horizontaas NCN 1 gallon 8'o.c. Standards 17 67 1 ' 1 S-5 Cistus saMfolius Rockrose 1 6'O.C. Standards 33 163 1 1 Sageleaf 1 SANDBAG PARCEL 1 S-6 Fremontodendron mexicarxxn Southem Flannel Bush 1 gallon 10'o.c. Standards 9 53 3777i7ii 7Y7777i7.e74,–""477rrrY77Te7,r7r iiiiii7777—iiiiii�liii�iiiiii iiiiiiTiTiTiiTiiliiii-77i?r=ii�Ti1STlTliTo7ef � 1 WORK LIMIT LINE \ ACTIVE RAILROAD FLO.W. WORK LIMIT LINE 1 S-7 Safviadevelandii NCN 1 gallon 4'o.c. Standards 22 115 0 MOTES: J 1 i 1. Shrub plan"areas and street frontage areas as shown on plans to receive a 4"layer of chip wood mulch top dressing. Mulch 1 1 available from Intravaia, 1961 W. 16th Street Upland,CA 91785-2151,(909)982.6713. W 1 1 W 2. Contractor is responsible for any damage caused by his work. Contractor is also responsible W 1 1 W for repairing tion lines/spnrdder heads,and existing Iarldscape areas that are damaged = 1 1 = �s r�II11 '^ * Trees to be purchased by the v, v) contractor and installed by City W 1 METROLINK RAIL LINE 1 W of RanchoCucamonga W 1 1 W e caevert4L p�t°, p4ry0.5 tbw.�'.c1 � 1 1 � 1 1 prbv�d@- boe. P11 rx- 1 W1 1W 1 1 Z r T-1 S-1 S-3 S-1 _T_1 S-3 1 Z —J ; 10 20 8 32 16 12 ; ZI C) I U Q 1 WORK LIMIT LINE cT1v�13glsgo�p X39 WORK LIMIT LINE Q i cr ii i.L�.t�_S.L:.sS.�����:�S�d� y ii �iiiiii�i� 1 SANDBAG PARCEL 1 1 1 E aW 1 i 9 1 � 1 STREET R.O.W. ow 1 1 CONTRACTOR TO REMOVE 1 O EXISTING A.C. AND DISPOSE PP a PP PP Ts 1 --�---= 1 fill fill Jill Pff OF OFF-SITE 11 21•RCP NONRECLAMABLE WASTE WATER ------------------- --------------------------- --------------------------------------- IEUA-- ----------------------------------------------------- 8TH S T R E E T (cswvro MANHOLE) 1 1 1 1 6'HIGH CHAIN LINK FENCE 6'HIGH CHAIN LINK FENCE C_ 1 YJ�[ UP J 2 Y z J U3 _ z 30 o Ci ce 0 CID Cc 50'TO CIL OF TRACKS LLo 0 a `� � J NATURAL FLOW NATURAL FLOW I-P NOON 15'+/- 15' SHEET KEY MAP MULCH , ACCESS DR 100'R.R.R.O.W. 8TH ST. PLANTED AREA EXISTING R.R. BALLAST TO REMAIN IN PLACE 15' PLANTED AREA 10'+/ HUMBOLT AV. z DESCRIPTION 0 F R E V I S I 0N ACCESS DR. MULCH DATE APPROVED SANDBAG PARCEL SANDBAG PARCEL x CITY of RANCHO C U � J,posclu�E SECTION C-C, 8TH STREET & HUMBOLT AVENUE W/O a Environmental Enhancement and Mitigation Project HAVEN AVENUE N.T.S. cc - for Metrolink Corridor Haven Avenue to Archibald Avenue A HUMB LT AV. - L>`GENDNTI OF PLANG PLAN ROCKS(AVG. SIZE 1-) fill EDGE OF PAVEMENT 8th STREET APPROVED BY: _ DATE :, X71 C ` PP POWER POLE TSB TRAFFIC SIGNAL BOX W CITY ENGINEER%��' -`r` -,',`,?Cc/ � ,�.=�'�- RCE No . 24953 PLAN CROSS REFERENCES GW GUY WIRE SM SEWER MANHOLE > w DESIGN ARCHITERRA DESIGN GROUP 1\/EnDE A FOR DETAILS, SEE SHEET L-20 & 21 RINK LANDSCAPE ARCHITECTURE *• FH FIRE HYDRANT CB CATCH BASIN FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK SITE PLANNING FOR CONSTRUCTION SEE SHEET L-6 to 0x FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET TS TRAFFIC SIGN WV WATER VALVE FOR IRRIGATION SEE SHEET L-12 h FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-6 .fRG RANCHO Cl1CAMONC'A, CA 91730 L-18 x (909)484-2900 FAX: (909)484-2802 • U w W FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-12 SCALE.- 1"=20' CHECKED DRAWINGG NO. x R WK DATE 6-2-99 RLA N0. 2834 1 ?4 oZ-L SHEET OF S-6 S-2 rS6 2 2 1 T-1 S-1 S-2 T-2 S-4 S-4 S-7 rS4 8 14 3 8 3 1 5 3 1 1 2 S;6 U M B L AV 65 65 6' 22 PLANT LEGEND — — — — — — — — — SYMBOL QUANTITY TOTAL CALL--= BOTANIC NAME COMMON NAME SIZE SPAONG QOMMM (THS PAGE) QUANTITY S-6 I TREES � 3 T-1 E miaotheca Coo6bah Liner 15'o.c. Refer to 's. 44 239 TR ET R.O.W. W Spec - - � � � � - � � L MARKER Trees t0 be � — — — — — — — — W T-2 Olea europaea Swan Hilr Olive 5 gallon 25'o.c. Multi-trunk 8 23 contractor purchased unch se installed� STOP S N T-3 Platanus rdcerrlosa Calrfomia Sycamore 5 gallon 3l7 o.c. Muni-trunk 00 g of Rancho Cucamonga volunteer project. (:en+rftJbn 0 0 « o T-4 Quercus agrifdia Coast Lure Oak Liner 3V o.c. Refer to Spec's 00 11 -t-e �k a ava}� pian+;ny Q ids o • « Ts Z an Ci rov,d L ckf.`tf M�x- . + W • + • • TS SHRUBS OPP ' « 1 0 Q S-1 Acacia redolens NCN Liner 12 o.c. Standards 85 462 -- - --- ---- ---- -- ---- - - - - -------- -- - - ------ ------ - T C.L. FENCE 500 S-2 Arctostaphylos ednxurdsii Little Sur Manzanilla 1 gallon 4'o.c. Standards 18 109 . ; (4' " MAXIMUM HIGH CH N L K FENCE) � � O G MA l S-3 Arctostaphylos uva-ursi Bearberry 1 gallon 8'o.c. Standards 35 190 SANDBAG PA RC L - — — — — S-4 Ceanotfx�s griseus horizontalis NCN 1 gallon 8'o.c. Standards 17 67 IfIrIfl®r iiiiii //iiiiiii�isi :r si�tiliiiii iii i iiiiiiiiiii ii iiiiiii�ii i 7iiiiiiii-'iiJil 101 WORK LIMIT LINE ACTIVE RAIL O D R.O.W. WO K IMIT LINE c C RR 3X4 S-5 Cistus salt'dus Sageleaf Roclvoee 1 gallon 6 o.c. Standards 33 163 CO S-3 S-5 S-7 S-6 S-2 S-2 S-5 S� Fremorltodendron mexicarll,Im Southern Flannel Bush 1 gallon 10'o.c. Standards 9 53 S-7 Salvia develandii NCN 1 gallon 4'o.c. Standards 22 115 J ,- —100 1 RR sr, S-2 S-5 S-4 S-6 S-5 S-4 NOTES: W t 5 5 1 1 5 3 1. Shrub 1 I available f om and street t frontage areas as shown on plans to receive a f layer of chip wood mulch top dressing. Mulch W T Upland,CA 91785 2151,(909)982-6713. I rr1 2. Contractor is responsible for any damage caused by his work. Contractor is also responsible v! I TYPICAL EXISTING TREE NOT for repairing any imgabon lines/sprinkler heads,and existing landscape areas that are damaged CONTRACTOR TO PROTECT IN METROLINK RAIL LINE W ' PLACE ALL EXISTING TREES. W vJ 1 1 � � W S-3 S-1 S-2 T-2 S-6 S-4 S-6 S-5 S-4 6 16 4 7 1 1 1 6 3 ( RR SIGN Z 1 J � 1 T-1 SWC CABINET 2X3 S-5 S-6 S-5 S-7 S-2 S-2 S-6 AB'NET NEC S-2 I CABINET U 8 5 1 5 6 3 1 1 i 2X2 2 F— RK LIMIT LINE ACTIVE RAILROA R. .w WO K LIMIT L''"� iif SANDBAG PARC L °O I r 250' 1 W C.L. FENCE (4-0" M XIMUM HIGH C CE) - -- - - --- --- - - - ---- -- t • • • • • + o + PP SCE • I + • /"�, BOX • ``„/ 1X2 o o + CONTRACTOR TO REMOVE \` aw E R. .W. l EXISTING A.C. AND DISPOSE \ \ \, aw OF OFF-SITE \� \ :_.o O PP PP 0 PP Ts i T H T E T S-2 r6 s-7 s-5 l 1 2 8 4 S-2 S-4 S-7 S-2 S-6 S-7 S-2 2 4 5 2 Q-0) 5 1 l S-6 S-5 S-4 S-5 2 5 3 6 TYPICAL EXISTING TREE NOT CONTRACTOR TO PROTECT IN PLACE ALL EXISTING TREES. SHEET KEY MAP a w z DESCRIPTION OF REVISION DATE JAPPROVED " CITY of RANCHO CUCAMONGA a y Environmental Enhancement and Mitigation Project x for Metrolink Corridor LEGEND A NUMB LT AV. Haven Avenue to Archibald Avenue ROCKS(AVG. SIZE 1") 1111 EDGE OF PAVEMENT PP POWER POLE TSB TRAFFIC SIGNAL BOX PLA 11NG PLAN 8th STREET GW GUY WIRE SM SEWER MANHOLE APPROVED BY: DATE : ;���.� FH FIRE HYDRANT Co CATCH BASIN > w C I T Y E N G I N E E R . _ (CCPV R C E N o . 24953 4 > PLAN CROSS REFERENCES DESIGN ARCHITERRA DESIMGROUP TS TRAFFIC SIGN WV WATER VALVE C3 > FOR DETAILS, SEE SHEET L-20 & 21 RWK LANDSCAPE ARCHITECTURE P,0 4 FOR PLANTING SPECIFICATIONS, SEE SPECIFICATIONS BOOK SITE PLANNING FOR CONSTRUCTION SEE SHEET L-7 G4 p W FOR CONSTRUCTION SPECIFICATIONS, SEE SPECIFICATIONS BOOK , DRAWN 10630 TOWN CENTER DR., sTE. 128 SHEET FOR IRRIGATION SEE SHEET L-13 H RANCHO CUCAMONGA, CA 91730 x z FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-7 JRG (909)4842800 FAX: (909)4842902 L-19 U w w FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-13 x v SCALE.- 1"=20' CHECKED DRAWING NO. RWK DATE 6-2-99 RLA NO. 2834 170 A •L SHEET OF a NOTES STORM DRAIN/UNDERGROUND l/^Y/ \1 , REMOVE NURSERY STAKES UTILITIES /'\ : STAKES TO BE PLUM AND 1 PARALLEL ` S TOPKE TREE REVAILILING WIND°"�"A" 4"OF COMPACTED WOOD CHIP U HARDSCAPING CONCRETE HEADER, MULCH. CURB & GUTTER, SIDEWALK, ETC.t FINISH GRADE J) N - - - - - - �. I A K \ ^ 1 W E = I POLE L. ` U Q O CURB AND GUTTER--' METERONE HALF OF SPACING MIN MINTOP OF ETAKEE BELOW .� LIMIT OF PLANTER AREA REQUIREMENT _ * * . HEAD OF TREE WHERE �••� TIGHTLY COMPACTED Y BERM TO FORM SPECIES GROWTH HABIT PERWTB. DEPRESSED WATERING BASIN. _ MAIN TRUNK III SETS OF CINCH TIES SPACED S4• TOP OF ROOTBALL TO ~ 4'WOOD CHIP MULCH, APART,ATTACH WITH GALVANIZED EXTEND Y ABOVE IL _ - _ - - Z SCREWS TO S'LODGE POLES. FINISH GRADE SHOVEL CUT EDGE COMPACTED I'DIA.LODGE POLE PINE STAKES J WITH WOOD PRESERVATIVE STAN). AFH I DRIVE S L. M� O DRIVE A MINIMUM of D INTO NATIVE SOIL UNDISTORTED SOIL AND POSITION APPRO t - F-� STAKES OUTSIDE ROOT TALI. Q .GUARD IN TURF AREAS AND CURB AND GUTTER rj FRONTTOP OF ROOTBALL To EXTEND r Z U ABOVE FINISH GRADE. Jr MIN .SMIN. * MI MIN.Z O TIGHTLY COMPACTED r BERM TO PORT d UNDERGROUND V WATERING BASIN FOR RESIDENTIAL AND ROOT BALL STRUCTURE Sq. 00GROUND COVER INSTALLATIONS LOCATE OUTSIDE OF PLANT PIT BERM$IN TURF )) A CATCH BASIN ACCEPTANCE REMOVED PRIOR TO CITY WIDTH OF T O BROOT TIMES THE TRANSFORMER VAULT. Alk NOTES: r*���. NOTE: i. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER " ^ - R T L �T *�� ' IE'IP�T JIAilYi BACKFILL WITH NO "''" '�°���'?'t 41.BIIIBBA VILL HE BELOW ROCKS. 1 ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NOTES: 2. ALL TREES S THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT , � � � 3•TRIESTHE ROOT BALL SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 1. PRIOR TO PURCHASEIPLACEMENT OF THE MULCH, THE CONTRACTOR SHALL CRITERIA AS APPROVED BY TRAFFIC ENGINEER.NEER. � n. UNDISTURBED NATIVE SOIL. PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1St 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLAN$$AND BLEND PARKWAY TREE AT A MIN. OF 25'FROM BCR OR ECR. NATIVE SOIL UNDISTURBED INTO EDGES AT GROUND COVER AREAS. P6ACC (11 HE PL PRLD B EN SNR4)4 p1./4NT1hb. NOTES: 2 WHEREPLAITEDADJIICENTTOWALLS,WALKS,CURBSOR 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND L I IIMES ROOT BALL WIDTH I 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE SIMILAR LIMITATIONS,A NT TO WALLS, AND WALKS, COVER FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY OF ROOT BALL.DO NOT CRACK ROOT BALL. OWNED WATER & SEWER LATERAL LINES. SHALL BE PLANTED AT ONE HALF THEDESKiNATEDSPACIKKI 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT.L�A►?ION S. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE PLANT PIT BACKFILL MIX: PLANT PIT BACKFILL MIX , FROM SUCH LIMITS. SEE LEGEND FQR SPACING REQUIREMENTS. ENGINEERING DIVISION. 1 CU.YD.CLEAN TOP SOIL CO-Al i► I"1Po T 1 CU.YD.CLEAN TOP SOIL`CA� 'A ' eRT 3 SPACING REQUIREMENTSSHAU.GOVERNTHEFINALQUANTiT1E8 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY 6 CU.FT.OF SOIL AMENDMENTS-CNt O RNLowoeD SwBLv1�+K, 6 CU.FT.OF SOIL AMENDMENTSCNtM-1' *A*W0*O sMAV'"") OF P�MATERIALS. PLANT QUANTITIES INDICATED ON THE STANDARD PLANS. 2 LBS GROW-SAFE(ACTIVATED CARBON) 2 LBS GROW-SAFE(ACTIVATED CARBON) LEGEND ARE ESTIMATES ONLY. TREE PLACEMENT DOUBLE STAKE TREE CONTAINER PLANTING SHRUB & G.C. SPACING MULCH INSTALLATION SCALE: N.T.S. # 501 SCALE: N.T.S. # 502 SCALE: N.T.S. # 506 SCALE: N.T.S. # 508 SCALE: N.T.S. # 509 r CAP.WE"OTE I - S•TO TOP OF F"RIC STEEL MISSION WIVE SEE NOTED ���F�p X11 p�EyF�� ry ERA TRUSS TMNiTENER E CE TOP OF CONCRETE HEADER-1FL FFADW '.. TV ®EXPOSED EDGES&FINISH PER PLAN CTEEI TFN3�[)N • '+'.- x- SAR ."1e,.�. CHAIN)IRI TAMING FOR ROD / `,'•:,� COMilOU11AT10N OF TOP• LME.OSIS-r- ,, EBOTTOM c 2'!N PLANT BED (INSTALL AT GRADE LEVEL AT SWALE r LAWN woUw L TIE wwEs METAL PLATE TO STOP CROSSINGS) ` THE GATE FROM SWINGING EE NOTE FINISH GRADE R 2 INTO THE PUBLIC R.O.W. I\ERISCAPE ASSESSMENT SUMMARY 1T■I•STEEL TENS" STEEL TENSION wu.I 7 1 BAR SANDS SPACED ►.0 CONCRFT T • AT IM INTERVALS POINTS REFERENCE RAK A TEIOMM ROO PANEL FENCE PAMEI Io'-B• ' •�•i I. LANDSCAPE (Point Value) CLAIMED (SHEET #/REF•#) TYPICAL FENCE ELEVATION . . #3 RE-BAR CONTIIN.NU��OUINSTRUCTED) SS.��y� LINE POS SLOPE TE POST II7[IIMEDMTE AMO KOPE POSTS „ �� (� PKE�OI ncn E"Toc�,^w�) SHALL BE.1ATE D AT NOT Water conserving plants. (20) 20 MORE THAN SW INTERVALS KONG FENCE LME AND AT .,f2• 2. Turf limited to 25%(45% residential).(20) 20 t+'^ GRADE H1LAAHHppEES EMCEEDNM SII • ' ALSO Y►IICASLE TO CHMKR!l rIr FENCE. 3. Plants grouped by watering needs. (10) 10 DRouNDLMELEGEND: 4. Hardscape(non-irrigated)surfaces.(10) 10 1. GRANITE BOULDER SIZE PER PLAN, BURY 1/3 OF TOTAL 5. Permeable paving. (5) • ,; DEPTH BELOW FINISH GRADE AS SHOWN. P INTERMEDIATE POST DETAIL MDIEE, SALHLE•�E a„ 2. FINISH GRADE LINE. TOP RAIL. ` W RH . 12. NV 1 L0. V. Low water turf varieties.(5) FOR L S TT"A"STIV,TIE NOTE: G ITV lfV oPEGTOR TO APPROVE BOULDERS AND FALL CLEM1 OPEMMM SPOT LOCATIONS PRIOR TO INSTALLATION. 1. PROVIDE SCORE JOINTS AT 10I-T O.C.AND W EXPANSION 7. Mulch provided in non-ground cover areas.(5) 5 CCHAAIN TER LINK FABRIC NOTES7 JOINTS AT W-T O.C. 1. GATE CONSTRUCTED OF 2 1/2" GALVANIZED STEEL PIPE. 2. rWIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND USE ONE POST AS AH END 2. HINGE CREATED BY WELDING CROSS MEMBERS TO A 3" 8. Soil amendments. 5 AND HEADWALL POST IF GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND ( ) 5 LME POS TOP OF CHANNEL WALL GALVANIZED STEEL PIPE SLEEVE WITH CAP SLIPPED PRIVATELY MAINTAINED AREAS. eY ws�HEoiEI°NE�°"O1M" OVER 2 1/2" UPRIGHT GATE POST. 3. SINK POSTS 40". GATE SHALL NOT SWING INTO PUBLIC R.O.W. 3. CONCRETE TO BE 520-C-2500 MIN. 4. CHAIN SHALL BE 3/8" X 1 3/4" X 1 1/4" MILD STEEL AT 18" LONG. Total Points Claimed: 70 5. LOCK SHALL BE PROVIDED BY THE CITY. ? T. ;" 6. CHAIN LINK FENCE. ' s`'`' SEE EMBEDMENT DETAILS �'` • ON' ET= (Minimum Points Required:) (60) O CHANNEL WK •WALL THICKNESS r TO NI LESS THAN B' BOOTOM OF INSTALL FENCE FABRIC OUTSIDE THE WALL CHANNEL WALL AND WINGWALL DETAIL AT HEADWALL I CHAIN LINK FENCE PIPE SWING GATES BOULDER DETAIL CONCRETE HEADER XERISCAPE PLANTING ASSESS. SCALE: N.T.S. # 607 SCALE: N.T.S. # 607SCALE: N.T.S. SCALE: N.T.S. �+ SCALE: BRASS WYE STRAINER `rd STRONG BOX SBBC45-AL WITH 60 MESH 0 ENCLOSURE MONELSCREEN g GO BACKFLOW PREVENTER z �N ROUND PLASTIC VALVE BOX i ASSEMBLY L COVER ETCHED IRRIGATION GATE' - - NIPPLE-TYPICAL WHITE ¢ a (CARSON OR EQUAL) r - - - - - - (4)PLACES BLUE a z_ < I"� INISH GRADE I I NIPPLE EPDXY FILLED I RED 'Sgrit11 Loot WATERPROOF r THICK X 120 WIDE BLACK CONNECTOR OR EQUAL UNION- I CONCRETE PAD(LENGTH VARIES PIG TAIL EXPANSION BALL VALVE-1 t/Y OR SMALLER WITH PRESSURE REGULATOR I ' I PER SIZEJMAMIFACTURER) IRRIGATION CONTROLLER LOOP (MIN. 24' LONG) STAINLESS STEN.HANDLE SEE LEGEND FOR MODEL I i`- I SLOPE TO DRAIN AT MINIMUM 2% RESIDENT WEDGE GATE VALVE-EPDXY NO.AND BRAD. ,2.1 I FINISH GRADE PLASTIC VALVE BOX(CON WATERPROOF ALL Z COA r OR LARGER WITH r OPERATING PVC SLEEVE EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS be NUT A REQUIRED FOR LOCKING UD. PLACE AT GRADE IN >< ;D VALVE r• • '••j' • PIPE THROUGH TURF AREAS AND T ABOVE IN • I • • _ ' r CONCRETE PAD PLANT BED. z ROM WATER SOURCTE IPPLE -TYPICAL PIG TAIL EXPANSION 3. (2) PLACES LOOP (MIN. 24'LONGI be � WHITE •r %COMPACTIO ( SCH 40 PVC MALE (COMM ) •� REQUIRED $, � ADAPTOR OF 14 BLUE DESCRIPTION OF REVISION TO METER i :i iA • = FLOW WIRES DATE APPROVED _ CITY of RANCHOCUCAMONGA LINE TO SYSTEMS REDMASTER CONTROL z ~ CONCRETE THRUST BLOCK ELBOW BLACK VALVE 2 PER CCWD STANDARDS TYPICAL(4)PLACES WATER DIST;D RIGID PIPE RIDRELATED CT STANDARDS.FITTINGS ONTRACTOR SHALL BE SHALL VERIFY ITMcbUNrY FLOW METER NOTE: Environmental Enhancement and Mitigation CCWD PRIOR TO CONSTRUCTION. DIAMETER CONTRACTOR TO INSTALL SAME SIZE AS SNAP-TITE EPDXY FILLED . �1��F�P�► Project MOMS WCONNECTORS FOR ALL FLOW �+ FLOW METER O YyNy� �C or Metrolink Corridor DIAMETER SAME SIZE SENSOR WIRE CONNECTIONS. \!3'W Haven Avenue to Archibald Avenue 1. INSTALL P@1 LOCAL COOES.AGGR SIZE INSTALL SNAP-TITE OR EQUAL '1 tp 's�ASHED 2. EQIHPANENT TO BE INSTAU�AT A MNSMUM OF 24'FROM ANY AS FLOW METER SIZE IMMEDIATLEY AFTER ��BASE S' STRUCTURES OR HARDSCAPING. INSTALLING FLOW SENSOR. 4t 3. WHEN UNIT IS NEXT TO A STRUCTURE P.E.WALL,BIMLDMNG,ETC.) MINIMUM DISTANCE DOWNSTREAM OF 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. MOUNT TEST COCKS ON OPEN OR NOWSTRUCTURE SIDE. UNINTERRUPTED PIPE W DIAMETER CONS 1RUCT10N, IRRIGATION, & PLAMING 3. INSTALL VALVES IN PLANT BEDS WDETAILS 2. INSTALL CONTROL VALVES A MIN.OF 17 FROM STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. OF FLOW METER SIZE) POSSIBLE NEXT TO SIDEWALKS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 1 4. PLACE VALVE BOX AT RIGHT ANGLES LA STRUCTURES OR HARDSCAPING. 6. DIALET1C FITTINGS ARE REQUIRED FOR CONNECTIONS OF MINIMUM DISTANCE UPSTREAM OF soft~ AP P R 0 V E D BY: T DATE : 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMILAR METALS UNINTERRUPTED PIPE (10X DIAMETER ` 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER ANDOF FLOW METER SIZE) of G CITY E N G I N E E R ✓�� �CC2L�` .r� RCE N o . 24953 7. VALVE PER STI).516 REQUIREDC BEFORE BACKFLOW PRE�IENTER VALVE NUMBER. WHEN MAINLINE IS 3*OR LARGER. VALVES (3" OR SMALLER) RPB DEVICE W/PRESS REG. FLOW METER INSTALLATION LANDSCAPE ARCHITECTURE DESIGN ARCHITERRA DESIGN GROUP REIMN JAF NG SCALE: N.T.S. # 518 SCALE: N.T.S. 10630 TOWN CENTER SITE IDR., STE. 128 # 517 SCALE: N.T.S. # 516 SCALE: N.T.S. DRAWN SHEET RANCHO CUCAMONGA, CA 91730 JRG (909)4842800 FAX: (908)484-2802 1 -20 CHECKED RLA N0. DRAWING NO. .IAF DATE 6-2-99 FILE No. 2834 1 •gA L_ SHEET OF STAND ALONE CONTROLLER WITH ANTENNA 1 2 �� 24- s-RoNc eD■ McD._ Nc. - ff ADM 3e-24ssi!:0v ANT 1 ANTENNA PORT EPDXY FILLED LOCATED TO SPRINKLER-ANGLE PIPE TO 1. ���GRADE. 1 SPECIFIED DEPTH WITH 45°ELLS SCH 40 PVC MALE ADAPTOR - OUTSIDE OF BOX. I.GH COAXIAL CABLE HI-POP SHRUB HEAD BODY SET TO NOTE: INSTALLATION/LOCATION SCH 90 PVC UNION 'SNAP-TITE'WATERPROOF PER CITY AND CALSENSE 1A•ABOVE FINISH GRADE 2. FINISH GRADE. ! ENCLOSURE TC BE GROUNDED PER = _ Loci cox AROUND Roo To IN REPRESENTATIVE CALSENSE CONTROLLER, BRASS OR PVC NIPPLE CONNECTORS OR EQUAL 2 MULCH LOCAL C� INSIDE ENCLOSURE ON - -- -- Z ELECTRIC CONTROL VALVE _ - - r:-!�; CONTROLLER SIDE. m PLASTIC VALVE BOX -- - .,-.- --:• ;--:- - =-:;c' 3 SCH.40 PVC 90DEOREESTREETELL -'--== ; ' MODEL N0. PER PLANS _Z-- :: r FINISH GRADE • ' z MARKED-IRRIGATION RI <o LU (CARSON OR EQUAL) _ - 4. MARLEX 90 DEGREE STRUT BL _ - - if¢ ETCHED WITH CONTROLLER � _ FR41SH INSTALLCALS� INSTALL CONDULETTEW/ _ AND VALVE SEQUENCE b. SCH.80 PVC NIPPLE TYPICAL PLACES. GRADE tl I 1 TP 110 DEE WP'J-BOX c, ,e•MIT✓, FINISH GRADE �I I I I�- Z > rn 11 1 I MIN. , FO0n x r-r x s NIMUM Of CALSENSE HARNESS FOOTING INSTALL A MINIMUM D< 120 VOLT DUPLEX r ABOVE GRADE""° SLOPE OUTLET GFI - - � 8. ANTR-0RNN VALVE AS REQINR®. * T - L• TOP To DRAIN AT MINIMUM OF 21L ( 1 SIDEWALK MOISTURE - 7. MARLEX 90 DEGREE STREET ELL WHERESENSOR I�m s �tl-1 r l-1 III II iT1 t h� cf SCH-�G WIRES w Comw REQUIRED S. NON-PRESSURE LATERAL FITTMIO. 3. PIG TAIL EXPANSION a LOOP(MIN.24-LONG) cpNOUR (PER LOCAL CODE) 90' SWEEP Ell h�--�-1 CALSENSE -1 T 20 CONDUIT RARE C RKiO STCEL Rr TRANSIENT PRODUCTION BOARD 9. NONPRESSURE LATERAL I.M. TO POWER SIDE OF CABINET (TYP.) VALVE WIUNION FLOW + ANGLE 3 NOTES- 1 VALVE 3� 314"WASHED ANT 1 ANTENNA PORT EPDXY CRUSHED AGGREGATE 1. LOCATE HEAD 2'TO 4'FROM WALKS,CURBS HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF II PHOTO ELECTRIC SWITCH FOR SECIN"T' I- M SOI. STALLATKIN/LOCATION HARDSCAPING,MOW STRIPS,AND EDGES OF `LIGHT CONTROL AS REQUIRED PER ® I PER Crn AND CALCENSE REP. LAWN. � ENCLOSURE MOUNT SCH 90 PVC NIPPLE BCH 40 PVC 4 r I I ELECTRIC METER PER !CE CONTROL d COMMON WIRES MA 90°STREET LL 90°STREET ELL 2. USE TEFLON TAPE ON ALL MALE THREADS. CA SE PLANS.CONTROLLER MODEL NO L_J I NOTES LATERAL FITTING MARLEX 90°STREET Ell B 7 6 5 SECURLTY�RE17ER TO��ER J I 1. INSTALLCES- LOCATION ROVED IN��BG.PRINTED INSTRY C T� LOCAL 3. INSTALL HEADS WITH INTERNAL CHECK VALVE I Li PRIOR TO CONSTRUCTBE ION. THE CITY NON-PRESSURE LATERAL LINE TIMER REOUVRED PER L J TYPICAL(2)PLACES AND PRESSURE COMPENSATING FEATURE AS PLANS. FINISH BRASS NIPPL ANTI-DRAIN VALVE AS REQUIRED* PER THE IRRIGATION PLAN. GRADE r DROVING ROD 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DEMON SCH 40 PVC SXBXT TEL t SCH .o Ca+ourt BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE SEQUENCE OF REMOTE CONTROL VALVES. NOTES: 1. LOCATE HEAD 7 TO PRESSURE SUPPLY LINE NOTE: 4. HEAD CONNECTION AT BOTTOM IINLET ONLY. WIRING cuaNn LIGHT MI" i I i 2 ,2O VOLT WMe 0 ft= 3 RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH 1. INSTALL CONTROL VALVES A MINIMUM OF 17 FROM STRUCTURE OR IMAOBCAPNrD. 9-FROM WALKS.CURBS,FMR06CAPMKi,MOWSTRPB, 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. AND EDGES OF LAWN. _ ti I IM (PER 2. USE TEFLON TAPE ON ALL MALE THREADS. •. =AL CODE) 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING. - i WIRE AT THE ENCLOSURE. !. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING N I - 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. STEEL CONDUIT FEATURE AS PER THE IRRIGATION PLAN. S.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. HEAD CONNECTION AT BOTTOM INLET ONLY. _ 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE VALVE NUMBER. CONTROL VALVES. * NOTE: * NOTE: 6. ANT.1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO CONTRACTOR TO ROTALL ADDITIONAL ANTFDRAIN VALVE CONTRACTOR TO INSTALL ADDITIONAL ANTI-DRAIN VALVE ( -)AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER WHEN ELEVATION EXCEEDS FACTORY INSTALL REOLAREMENTS WHEN ELEVATION EXCEEDS FACTORY INSTALL REOUIREMENTS SYSTEM PRIOR TO ACCEPTANCE. OF ANTI-DRAIN VALVE IN BASE OF HEAD. OF ANTI-DRAIN VALVE IN BASE OF HEAD. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. REMOTE CONTROL VALVE � } 12" HIGH POP-UP HEAD 12" STREAM ROTOR POP UP CONTROLLER ENCLOSURE xCONTROLLER ASSEMBLY SCALE: N.T.S. # 520 SCALE: N.T.S. # 539 SCALE: N.T.S. , SCALE: N.T.S. # 522 :I SCALE: N.T.S. # 524 HAROSCAPING(SEE NOTE 4) : . . 41414 . ...N. 'SNAP-TITE"WATERPROOF '' S� �' ' 7d CONNECTOR OR EQUAL FOR RAIN BIRD 33 DNP WITH PURPLE _ - NON- FLOW SENSOR CONNEC- RUBBER CAP SUPPLY ONE KEY I-III I I= =1I XERISCAPE ASSESSMENT SYSTEM SUMMARY PER 12 QCV'S INCLUDING HOSE �II8ERVICE LOOP {LOOP STRUCTURE SWIVELS. -III-I (�I�� POINTS ENOUGH WIRE TO EXTEND WIRE HARDSCAPING BUNDLE 6"ABOVE GRADE) FINISH GRADE - INSTALL I -III I IHI II. IRRIGATION (Point Value) CLAIMED SPLICE BOX COVER WITH PLANTER BED ONLY. I-I 11 LOCKING TOP ETCHED'8.8.' 18'MAXIMUPA -I - CLEAN BACKFILL SEE 1. Low gallonage irrigation system. (20) 20 Z SPECS. FOR MATERIAL. °° •N►,PW •���r� y I-I I 90%COMPACTION REQUIRED C* - - 2. Automatic controller. (20) 20 _jA3' IN PLANTER AREAS __-_- I-I I PROVIDE 6'MIN. OF SAND I I=11 BCH 40 BRASS NIPPLE 12- _ BEDDING AND SHADDING 3. Designed to water plants by watering needs. (10) 10 SCH 40 BRASS 900 ELL -III 3 SCH 40 BRASS 90• STREET Ell STAINLESS STEEL I-I : : I �tr �I I I I I 4. Soil moisture sensors. (10) =1 ICLEAN BACKFILL - SEE SPECS. FOR MATERIAL. Z SCH 40 BRASS NIPPLE - SCREW CLAMP _ I . . . . . . . . . . . . . . . . . . I I-� �^ IFI - . . . . . . I i I 907E COMPACTION REDUIlEO 12' X 18'GREEN PLASTIC METER 2 24- LONG MINIMUM (3) PLACER - I-I • • - III - 5. Rain Sensors. (5) 5 BOX, CARSON OR EQUAL I-III CONTROL WIRE SLEEVE o i4 REBAR STAKE _L I-I NON-PRESSURE LATERAL LINE; SCH 80 PVC 90 STREET ELL - SIZE PER PLAN. INSTALL I - SCH. 4o SNAKE PIPE a4 6, Wind sensors. (5) (21 LONG) -III-I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' " III ADJACENT TO PRESSURE b 1 I±II I I- TRENCH T SUPPLY LINE --J-.-L -III •.•.•.•.•.•.•.•.•. . •.•. .-.•.•. . -I 1 1„ -1 PRESSURE SUII LINE: =I _ -' SCH. AO/CL. 315 SNAKE pe -) PRESSURE SUPPLY LINE I I-'' III- PPE IN TRENCH 7. Sensitive t0 S10 factors. (5) 5 # 532 III-III- 11 I III-I -III-III__ SLEEVE - SIZE TWICE - DIAMETER OF PRESSURE =III i ITN I CONTROL WINKS - BUNDLE __ _ I 1=1 I . Reclaimed or recycled water. (5) I-� I SUPPLY LINE. I=�I I INSTALL ADJACENT D.C.OTO AND �6"TYP. I I-*III-I I-III 11- PRESSURE SUPPLY LINE =1f1=lil=1�� NON-PRESSURE LATERAL - _,I -ISI-1�1-111- 61 TYP. WN. OF LINE SLEEVE - SIZE TWICE I I I BOVM EP DRANS D Total Points Claimed: 60 DIAMETER OF NON-PRESSURE 24 VOLT WIRES. TAPED AND PRESSURE SUPPLY NOTES LATERAL LINE (Minimum Points Required:) (60) BUNDLED AT 16 FT. INTERVALS LINE FITTING 1. ALL SLEEVES TO BE SCH.IO PVC. 2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS, NOTE: 2 CU. FT. PEA GRAVEL PRESSURE SUPPLY LINE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. I. PIGTAIL AND LOOP CONTROL MIRE AT 90' CHANGES IN DIRECTION. 2. PRESSURE SUPPLY LINE: z 1 Y AND SMALLER 16' MIN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY / STD.N0.120(24-MIN.TO 3li'MAX.DEPTH TO TOP OF PIPE BELOW T AND LARGER 24' MIN. DEPTH STRUCTURAL SECTK)N). QUICK COUPLER VALVE W/ METAL 4 24 VOLT SPLICE BOX STAKE FOR NON-TURF AREAS TYPICAL SLEEVING TRENCHING XERISCAPE IRRIGATION ASSESS. SCALE: N.T.S. # 540 SCALE: N.T.S. # 535 SCALE: N,T.S. # 533 SCALE: N.T.S. # 532 SCALE: N.T.S. PROJECT: METROLINK CORRIDOR -8TH & ARCHIBALD AVE. BY: JAF PROJECT: METROLINK CORRIDOR - HUMBOLT & HAVEN AVE. BY: JAF PROJECT: METROLINK CORRIDOR -8TH & HAVEN AVE. BY: JAF STATIC PRESSURE HIGH: 135 PSI LOW: 130 PSI STATIC PRESSURE HIGH: 130 PSI LOW: 125 PSI STATIC PRESSURE HIGH- 125 PSI LOW: 120 PSI SOURCE OF INFORMATION: RICHARD-C.C.W.D. (5-28-99) SOURCE OF INFORMATION: RICHARD-C.C.W.D. (5-28-99) SOURCE OF INFORMATION: RICHARD-C.C.W.D. (5-28-99) SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT PHONE NUMBER: (909) 483-7440 PHONE NUMBER: (909) 483-7440 PHONE NUMBER: (909) 483-7440 VALVE STATION/GPM: STATION: 4A 32.0 GPM VALVE STATION/GPM: STATION: 5B 38.0 GPM VALVE STATION/GPM: STATION: 4C 29.0 GPM ITEM: P.S.I. LOSS, ITEM: P-S_I. LOSS: ITEM: P.S.I. LOSS: WATER METER SIZE: 11/2" 0 32 GPM 2.10 WATER METER SIZE: 11/2" 0 38 GPM 3.00 WATER METER SIZE: 11/2" 0 29 GPM 1.80 BACKFLOW DEVICE SIZE: 2" 0 32 GPM 11.50 BACKFLOW DEVICE SIZE: 2" 0 38 GPM 11.50 BACKFLOW DEVICE SIZE: 2" CSD 29 GPM 11.50 MASTER VALVE: 1 11/2" 0 32 GPM 1.00 MASTER VALVE: 1 11/2" 4 38 GPM 1.70 MASTER VALVE: 1 11/2" CSD 29 GPM 1.00 FLOW SENSOR 1 11/4" 9 32 GPM 1.38 FLOW SENSOR 1 2" CSD 38 GPM 2.10 FLOW SENSOR 1 11/4" 4 29 GPM 1.20 GATE VALVE(S): 2 2" 4 32 GPM 2.00 GATE VALVE(S): 2 2" ® 38 GPM 2.00 GATE VALVE(S): 2 2" 4 29 GPM 2.00 PRESSURE REGULATOR 1 2" 4 32 GPM 3.00 PRESSURE REGULATOR 1 2" 9 38 GPM 3.50 PRESSURE REGULATOR 1 2" 9 29 GPM 3.00 MAINLINE (CL. 315): 2" 730 L.F. 4 32 GPM 6.35 MAINLINE (SCH. 40): 2" 925 L.F. 4 38 GPM 11.84 MAINLINE (SCH. 40): 11/2" 785 L.F. (9 29 GPM 5.89 AUTOMATIC VALVE SIZE: 11/2" EA. 9 32 GPM 3.00 AUTOMATIC VALVE SIZE: 11/2" EA. 0 38 GPM 3.10 AUTOMATIC VALVE SIZE: 11/2" EA. @ 29 GPM 2.90 LATERAL LINE SIZE 1/2" L.F. 9 GPM 0.00 LATERAL LINE SIZE 1/2" L.F. 9 GPM 0.00 LATERAL LINE SIZE 1/2" L.F. (P GPM 0.00 3/4" 100 L.F. (P 6 GPM 3.02 3/4" 50 L.F. ® 7 GPM 2.00 3/4" 100 L.F. 9 6 GPM 3.02 1" 10 L.F. (9 8 GPM 0.16 1" 10 L.F. 9 12 GPM 0.34 1" 22 L.F. 9 8 GPM 0.35 1 1/4" 15 L.F. 9 16 GPM 0.23 1 1/4" L.F. ® GPM 0.00 1 1/4" 15 L.F. 9 15 GPM 0.23 1 1/2" L.F. 0 GPM 0.00 1 1/2" 5 L.F. 0 25 GPM 0.90 1 1/2" 5 L.F. 9 29 GPM 0.11 DESCRIPTION O F REVISION 2" 5 L.F. 9 32 GPM 0.04 2" 5 L.F. ® 38 GPM 0.00 2" L.F. 0 GPM 0.00 A DATE APPROVED 2 1/2" L.F. 0 GPM 0.00 2 1/2" L.F. 0 GPM 0.06 2 1/2" L.F. 0 GPM 0.00 CITY of RANCHO CUCAMONGA IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 63.78 SYSTEM LOSSES SUBTOTAL: 72.04 SYSTEM LOSSES SUBTOTAL: 63.00 FITTING LOSSES (10 % OF SUBTOTAL): 6.38 FITTING LOSSES (10 % OF SUBTOTAL): 7.20 FITTING LOSSES (10 % OF SUBTOTAL): 6.30 Environmental Enhancement and Mitigation Project ELEVATION LOSSES/GAINS (ELEV. x .433) t: 1.30 ELEVATION LOSSES/GAINS (ELEV. x .433) t: 1.00 ELEVATION LOSSES/GAINS (ELEV. x .433) t: 1.00 SCAAf for Metrolink Corridor TOTAL SYSTEM LOSSES: 71.46 TOTAL SYSTEM LOSSES: 80.24 TOTAL SYSTEM LOSSES: 70.30 �� .M Haven Avenue to Archibald Avenue AVAILABLE PRESSURE (LOW): 130.00 AVAILABLE PRESSURE (LOW): 125.00 AVAILABLE PRESSURE (LOW): 120.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+;58.54 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+;44.76 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+;49.70 NOTE: CONTRACTOR TO SET PRESSURE REGULATOR TO NOTE: CONTRACTOR TO SET PRESSURE REGULATOR TO NOTE: CONTRACTOR TO SET PRESSURE REGULATOR TO _ �- CON�7 I f1UCTI�, IRRIGAl10N, & PLANTING DETAILS 87 PSI. CONTRACTOR TO FIELD VERIFY AND ADJUST AS 95 PSI. CONTRACTOR TO FIELD VERIFY AND ADJUST AS 85 PSI. CONTRACTOR TO FIELD VERIFY AND ADJUST AS NECESSARY. NECESSARY. NECESSARY. - - APPROVED BY: D A T E ' i� � C L - CC(� �� �i 3 PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION + ° CITY ENGINEER_ARCHITERRA DESIG �RouP RCE No . 249s POINT OF CONNECTION NO. A POINT OF CONNECTION NO. B POINT OF CONNECTION NO. C DESK F LANDSCAPE ARCHITECTURE SITE PLANNING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DRAWN 10630 TOWN CENTER DR., STE. 126 SHEET RANCHO CUCAMONGA, CA 91730 JRG (909)4842800 FAX (909)4842802 L-21 CHECKED DRAWING NO. .IAF DATE 6-2-99 RLA NO. 2834 170cA- L SHEET OF