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Home My WebLink About2884-C-4CONSTRUCTION LEGEND 5'-6" HIGH SLUMP BLOCK WALL w/ SLUMP CAP PER DETAIL A, SHEET CAL CONCRETE D BLOCK COLOR TO BE "TAN". REFER TO CIVIL ENGINEER'S DRAWINGS FOR COMBINATION M1� RETAMNNG WALL LOCATIONS. oil D5'-6" HIGH PRECISION BLOCK WALL w/ STUCCO FINISH PER DETAIL B. SHEET C I STUCCO COLOR TO BE "MEADOWBROOK". REFER TO CIVIL ENGINEER'S DRAWINGS FOR COMBONATION RETAINING WALL LOCATIONS. (,V 1� 3 = 24" SQ. x 6'-3" HIGH PRECISION BLOCK PILASTER w/ MORTAR CAP. SEE DETAIL C. SHEET 1� 4 32"90. x 0',9" HIGH PRECISION BLOCK PILASTER w/ (MORTAR CAP. SEE DETAIL D, SHEET U j C-9. B 38" HtGH P.I.P. C Sh I F ENTRANCE MONUMENT SIGN w/ STUCCO OVER AND (2) PRECISION _ •_ BLOCK PR ASTERS w/ STUCCO OVER. SEE DETAIL E, SHEET 04 MIR aSTUCCO THEME WALL w/ BRASS LETTERING ON CORNER RETURN. SEE DETAIL F, SHEET mil = 11 C-9. Uj I' 7 STAMPED CONCRETE MEDIAN. SEE DETAIL Q SHEET C-& zip (._/ DEEP SCORE JOINT PER DETAIL H, SHEET C-9. -r it 2 8 19 9 1/2" THICK FULL DEPTH POLY FOAM EXPANSION JOINT PER DETAIL H AND J, SHEET C4 Vit 10 CONCRETE WALKWAY PER DETAIL I AND J, SHEET C-9. Q I 11 6" WIDE CONCRETE MOWSTRIP PER DETAIL K, SHEET C4 12 24" DIAMETER CONCRETE VINE POCKET PER DETAIL L, SHEET C-1 Ir vM six" 13 12" x 1a" VINE POCKET IN SIDEWALK PER DETAIL IM, SHEET C4O A" SLEEVE 14 WALL PLANTER AREA w/ V -DITCH PER DETAIL N AND O, SHEET C-9. SEE ENGINEER'S /` DRAWINGS FOR V -DITCH DETAILS. Ir TERALSLEEVE/--?N%%`• _r. I , / 1 B, B, • ,. _ • ,.rte OWN — •0"',F—r — — BASE LINE AVENUE Zoe102 ,z� LOT A HANDICAP ACCESS RAMP TO SIDEWALK. SEF C1TY OF FONTANA RTAN:nARn DFTA� P" 1 � �'��► a � 3 15 26 #104. 16 FSE HYDRANT PER CIVIL. ENOMIEER'S PLAINS, N.I.C. 11 4 >> 17 ELECTRICAL TRANSFORMER/UTILITIES PER ELECTRICAL ENGINEER'S PLANS, N.I.C. .18 �! O.C. TV. ` 18 TRAFFIC UK SEE STREET PLAN& N.I.C. iiis�iiii�ss� 19 ACCESS GATE. SEE CIVIL ENGINEER'S PLANS, N.I.C. 20 11 N 'IGATM SL.EE10a SM IRRIGATM PLAN& 27 do doso do 21 STREET LIGHT PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS, N.I.C. do Z 2 SLIS 884C N.I.C. 27 23 EXISTING MOWSTRIP TO REMAIN. PROTECT IN PLACE. lop 24 EXE SIDEWALK TO REMAIN. PROTECT IN PUKE. r LATERAL sLEEVE 25 RELOCATED MEDIAN MONUMENT. SEE CIVIL ENGINEER'S PLANS. � M,4 2 6 EXISTING WALL TO REMAIN. PROTECT IN PLACE. / ,, ��► %If uTi<Aft si.fEEViE t1► 27 EXISTING CHAIN LINK FENCE TO REMAIN. PROTECT IN PLACE. NOTE;>`> �'►� �� I REFER TO CIVIL ENGINEER'S PLANS AND ELEVATIOI�• r��, �` , �h 28 NEW IRRIGATION WATER METER. SEE CORRESPONDING IRRIGATION PLAN. / FOR WALL LOCATION AND HEIGHT ALONG CHANNEL. 29 NEW POWER PANEL/CONTROLLER. SEE CORRESPONDING ,• �♦ O IRRIGATION PLAN. 30 V -DITCH PER CIVIL ENGINEER'S PLANS, N.I.C. 31 ACCESS ROAD PER CIVIL ENGINEER'S DRAWINGS. - •` �� 32 PAINTED CROSSWALK PER CITY OF FONTANA STANDARD DETAIL #W1 3 3 FUTURE WALL TO BE CONS I RUC I ED AS PART OF INTERIOR TRACT ,•��%� " • • ` ,� DEVELOPMENT. i j � � C) 34 EXISTING TREES TO REMAIN -PROTECT IN PLACE. INTERIOR CONCRETE WALKS PER CIVIL SEA O T IMPROVEMENT . / STREET C?VE�ENT -- PLANS � � � � • d Z 42 30 31 30 31 27 27 lip REfHITO CNIL RIOMEERS IILRAMIIIG WALL MN6 FOR REMOVAL OF GWN 11NK FFIICW(i PER F.C.O. / FILE #139901 765 U w O Q W 2 LA o%(I% vi. 18 EXISTING MONUMENTS TO REMAIN IN PLACE. U i x4 7 101-1 13 1 �\ Ci SUM \` �. T 1 N TOO �do�'� so am .--a- Q 21 Y do dO do d00000 .�- go as CONTR. TO INSTALL A 2" LATERAL SLEEVE NOTE. � CROSSING THE SIDEWALK AT EACH VINE POCKET PILASTERS ALONG SOUTH HERITAGE CIRCLE LOCATED AT PROPERTY LINES �.. do do B ♦; EXISTING BOTTLE TREE \ HERITAGE @ LAS PALMAS scow1 .,� C ; EXISTING CRAPE MYRTLE . •' TY FACILITIES DISTRACT SPACE (4) VINE POCKETS EVENLY BETWEEN KPF 4/9/99 t *PROVED ear: .t t. Dr4TE:� (2) BORDERING PILASTERS (TYP.). -A ; EXISTING ALDER P ; EXISTING PINE 3 C1. F EXISTING ASH ; --•,\ . • SPACE (5) VINE POCKETS EVENLY BETWE E ; EXISTING EUCALYPTUS (2) BORDERING PILASTERS, LOT 11 ONLY. ._.. . ; CONSTRUCTION NOTES �� f f LAT>=BALs 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT ; '� .* EX. MOWSTRIP TO BE IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY r LATEMI SLEEVE • NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY w / - BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL. 12 SUCH � UCH NOT FICATiON. RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO LIVE `` �`�t� '�,• I CONTRACTOR 3HI4LL BE RESPONSIBLE FOR MAKMIG HIMSELF FAMILIAR WITH ALL �► SHERMAN P -L UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. "r! � �� •' ,•' "' -• ��^^ e� �, • i P (1) CRAPE MYRTLE TO BE R 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUB L' CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. � Q%01 4, SEF PLANS FOR VERTICAL CONTROL. ., • SHEET KEY MAS' 1 � � F CITY OF FONTANA, CALIFORNIA °MP BY. HERITAGE @ LAS PALMAS scow1 .,� TRACT. #15949, 159571 159589 & 1595 DESKM W. TY FACILITIES DISTRACT DAIS KPF 4/9/99 crecKM BY: *PROVED ear: .t t. Dr4TE:� owara.: RWK - *S CITY ENGIN R.C.E. 25126 EXP. DATE 12f31/9 Underground Service Alert Cafl: TOLL FREE 1=800 422=4133 TWO WORKING DAYS BEFORE YOU 01(3 LI CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS '% � � `� '% AS REQUIRED. REFER TO IRRIGATION PLANE. � -A PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SU8(3RADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. 7. CONCRETE "FACES SHALL BE FORMED WITH LONA SMOOTH t3RAD1ENTg TO REDUCE GIPS, ABRUPT CHANGES, AND SHARP TRANSITIONS. ALt CtIMM LTrfEAR WALK'S, CURBS, f1EADEflBOAfIDS, AND WAtLS SHALL HAVE A / CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FQRbIS lAUST BE RJSP6CTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK �� 1 9 t. ALL WALKS SHALL BE 312" TFIiCFC NATURAL COLOR WITH A MEDIUM BROOM FlNfSFi. 6 SIDEWALKS SHALL BE 4 FEET WIDE, UNLESS OTHERWISE OIblENS10NED. INSTALL EXPANSION JOINTS AT 20 FEET O.C. AND AT CORNERS. 23 �/ �u� EVE27 qE ri8M 29 —M VVVVV wESCNLINE"pp! SEE la === a T tjj3ERTYPKtNY,� C.'518 's LANDSCAPE COfffI ACTOR TO VERIFY ALL EXISTMlDI UNDERGMM PIPING, W~, AND Wil"GATHM LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES, SPRINKLER HEADS, AND EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION. PLAN CROSS REFERENCES FOR NOTES ARID LEGENDS, SEE SHEET C-4 FOR DETAILS, SEE SHEET C-9 FOR SPECIFICATIONS, SEE SPEC. BOOK FOR CORRESPONDING IRRIGATION PLAN SEE SHEET I-2 FOR CORRESPONDING PLANTING PLAN SEE SHEET P-2 !Jy!ill!!J!J1 LANDSCAPE ARCHITECTURE SITE PLANNING 10630 Town Centr Dr., Suits 128 Rancho Cucamonga. CA 91730 (909) 484-2800 FAX (909) 484-2802 Richard Krumwied• CA Lie. #2834 AZ Lit. iii 29115 w Lie. # 448 ,,Np SC 4 p'e v%nA__ ,w0 70 Renew oat: .� 98028-3 w�T#3�f►t ►tR'TT�'� C-4 z88'i OF SHT8.