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LEGEND:
• ' ' I I ■ - 1 - 1, MUSHROOM CAP, COLOR 70 MATCH WALL
_ 11ID MATCH EX, MONUMENT ACROSS STREET TO WEST, , s
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c 4 5 I : �: [a I 3 t a r . 9 2. 8`X8"X16" CONC. SPLIT FACE BLOCK, ANGELUS COLOR #600. GROUT �7 lima 5 u, 0 Q. rtca v . 3 :6, . �_��_��__� g ALL CELLS SOLID, OMIT HEAD JOINTS AT BASE COURSES Summ`4 eZ hti.J-.____— 4' ' FOR DRAINAGE.
SEC IONA N T9 3, MONUMENT WALL CENTERED ON CORNER WALL
3 12 6 3 •'. r. 10 5 (SEE CONSTRUCTION PLAN FOR LOCATION).
,� 1 i i ! 7 6 4. #4 REBAR HORIZ, (CONTINUOUS) AT LOCATIONS SHOWN. L A N D S C A P E
u I� S 2 _____ J 36" fO 4' t a 5_4
. #4 REBAR HORIZ. (CONTINUOUS) - 2 PLACES, i 2 3 4 ARCHITECTURE
`o e �I Fva 1 t, ` ' 'a - . 2 7 1 6, #4 REBAR VERT. @ 24" O.C, (fYP,),
EL) VATIQN % _ - vId 11 10 , 4 _ _ _ _ t rr r r.r j� 8 1 0 7, FINISH GRADE, SITE PLANNING
4 �, �N VIEW 4
1 2 , , e I � 8. ASPHALTIC EMULSION WATERPROOFING, 2 COATS. LEGEND: 10621 Church St., Suite 106
I
I 7 ,� M '� Rancho Cucamonga, CA 91730
r r- - - , a e LEGEND : I I e 9. RAISED BRONZE LETTERS, "CG TIMES" FONT, SCREWED 1, 16 IS CONSTRUCTION PLAN FOR LAYOUT, (909) 484-28008
' IGH RAISED PLANTER WALL PER DETAIL D SEE
H
- - - - F {; : 48 + 3 INTO MONUMENT WALL w/ BRASS SCREWS, SIZE AS REQUIRED 2, MONUMENT WALL PER DETAIL D. SEE CONSTRUCTION Fax (909) 484-2802
�►' - - i r - r : ► I
-� ACTION 1. 20" SQUARE SPLIT -PAGE PILASTER CAP TO MATCH y : i '. ' 2 BY MANUFACTURER, RAISE LETTERS 2" FROM WALL WITH
- - }�..'t' ' LEGEND: PIAN FOR LAYOUT. •• ., Richard Krumwiede
o - - - - I : �.r BRASS SPACERS, SIZE AND LOCATION AS REQUIREp.
� • WALL CAP. � � •. � ; '. • • � • SEE DETAIL E. p ca Lic. #2e34
I 1. 8X4Xi6 SPLIT -FACE CAP. M \ .' (4 z 3, RAISED BRONZE LETTERS, 15" HIGH, "CG TIMES" FONT, SCREWED INTO WALL, SIZE, SPACING, AND AZ Llc. # 29115
PLBN VIEW- �' ` "� a^' PLACEMENT AS SHOWN, CONTRACTOR TO CENTER LETTERS ON WALL AS SHOWN. CONTRACTOR NV LIG. # 446
Z 16 x 8 x 16 CONC. SPLIT -FACE PILASTER BLOCK. 9 5 �.� 3" TYP. t 10. CONTINUOUS CONCRETE FOOTING. y° • TX, Uc. #1884
w1q i I w4' • . 70 SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL,
2, 12X8X12 SPLIT -FACE BLOCK, EXTERIOR SIDE ONLY, to 24" TYP, // 6
LEGEND:
3, FILL VOIDS SOLID WITH CONCRETE, _ _ _ _ _ J GROUT ALL CELLS SOLID. ' 11, 90% COMPACTED SUB -GRADE, 4. FINISH GRADE,L.A. SEAL
NOTES: 4. SPLIT -FACE SURFACE WHERE VISIBLE FROM STREET. 3 2 3, #4 REBAR HORIZ, HOOPS, TOP, MIDDLE, & BOTTOM. 12 1 12. #4 REBAR HORIZ. 0 24" O.C, (TYP,),
i. 8X4X16 SPLIT -FACE CAP, 10 5 12 � p S 0 A pF
2. 6X8X16 SPLIT -FACE BLOCK, EXTERIOR 5. # 4 VERT. v� EACH CORNER, EXTEND INTO CAP, 4, #4 REBAR VERTICAL, ONE PER CORNER. P
• WALL TO BE PROTO II CONSTRUCTION NOTES: � o �' � KI'U t7►t1,�� �o9��d
SIDE ONLY(VISIBLE FROM STREET), TECHNIQUE OR EQUAL (STRUCTURAL CALCULATIONS 6, FINISH GRADE. NOTES: 5. FINISH GRADE.
d
PER CIVIL ENGINEER'S WALL PLANS), • WALL TO BE PROTO II CONSTRUCTION TECHNIQUE
3. FINISH GRADE, OR EQUAL ((STRUCTURAL CALCULATIONS PER CIVIL T CONCRETE FOOTING, • WALL TO BE PROTO II CONSTRUCTION TECHNIQUE 6, CONCRETE FOOTING, w r'a,
• ALL SPLIT -FACE MASONRY WALL COLOR WILL BE ENGINEER'6 WALL PLANS SUPERCEDE THESE DETAILS). OR EQUAL (STRUCTURAL CALCULATIONS PER CIVIL v vm
4, PROPOSED CONCRETE FOOTING PER ANGELUS #600 OR EQUAL 8. # 4 HORIZONTAL CONT. AT 4 LOCATIONS, EXTEND 18" ENGINEER'S WALL PLANS SUPERCEDE THESE DETAILS), 7, 90% COMPACTED SUBGRADE.
STRUCTURAL ENGINEER'S REPORT. TIE • ALL SPLIT -FACE MASONRY WALL COLOR WILL BE INTO ADJACENT WALL ON EACH SIDE, gna
FOOTING INTO PILASTER FOOTINGS, • ALL WALL HEIGHTS SHALL BE MEASURED ANGELUS #600 OR EQUAL, • ALL SPLIT -FACE MASONRY WALL COLOR WILL BE 8. ADJACENT SPLIT -FACE BLOCK WALL PER DETAIL A SHEET D-1. 7/31/04
FROM HIGHEST ADJACENT GRADE, en w D
•ALL WALL HEIGHTS SHALL BE MEASURED g• � %COMP. SUBGRADE, ANGELUS #600 OR EQUAL. CENTER PILASTER TO WALL. GROUT FIRST CELL SOLID WHERE
DOWELING OCCURS.
• CONTRACTOR TO USE ANGELUS #600 8x4x16 SPLIT -FACE FROM HIGHEST ADJACENT GRADE. 10. ADJACENT MASONRY BLOCK WALL CAP. ALL WALL HEIGHTS SHALL 6E MEASURED
Date
MASONRY PRE -CAST WALL CAP OR EQUAL. • WALLS TO MATCH EXISTING WALLS PREVIOUSLY 11FROM HIGHEST ADJACENT GRADE. 9. #4 HORIZONTAL REBAR @ 24" O.C. TIE INTO ADJACENT WALL
. # 4 REBAR LOOPS AT 18" a.a ATF'
• WALLS TO MATCH EXISTING WALLS PREVIOUSLY CONSTRUCTED TO WEST. • WALLS TO MATCH EXISTING WALLS PREVIOUSLY 10. #4 HORIZONTAL REBAR, TIE INTO ADJACENT WALL FOOTING, OF C
CONSTRUCTED TO WEST, CONSTRUCTED TO WEST, PROJECT y
SPLIT -FACE MASONRY WALL „ 16" SQ. SPLIT -FACE PILASTER & SQ. SPLIT -PACE PILASTER RADIAL MONUMENT WALL SECTION RADIAL MONUMENT UM WALL ELEVATION
SCALE: N.T.S. SCALE: N.T.S.
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SCALE: N.T.S.
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LEGEND. yQ .• , .q ? rsn�td#'T ,� ? �/ \ A✓ V J
LL
55?4 S' 7T F. r. c7 d'
1. 1/2" RADIUS AT ALL EDGES. k U_
°p i 3i s' i.� ui ?." f t `:e £ , 'e1tY� "40 :;'- „ �1.« ,n c. ` V < V 8
� � �� • � u: err � �' � � �� �'� .� a �. l
2. NATURAL COLOR CONCRETE PAVING, SEE CONSTRUCTION PLAN FOR DIMENSIONS, WATERPROOF EXPANSION JOINT COLD JOINT ,�. �
3. COMPACT EARTH TO 90% RELATIVE COMPACTION UNDER PAVEMENT. 1 2 co U
4 1 2 �f tu co U
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LEGEND: _ Cc Uj 0) r__.� r� obi � h
1 y5 1, POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH, k� " , .,�,. W W W
2. #3 REBAR CONTINUOUS SET @ MID -DEPTH. y x � s L Z Z
LEGEND: LEGEND: r' a _ _
°," ? kN�Y# S }ani, K(a r1 P �}'Nh �G� 4 � O
EXPANSION JOINT SCORE JOINT (TYPICAL), 3, 1/2" BULLNOSE TYPICAL . �; �, �,� ,� : " �, �` �� �� , � � W 0-0-
2, pk
1, MEDIUM BROOM 1. GRANITE BOULDER SIZE PER PLAN, BURY 113 OF TOTAL
[L 666
FINISH NAT, COLOR LEGEND: 4, FINISH GRADE, DEPTH BELOW FINISH GRADE AS SHOWN,h,:� W W
CONCRETE, RUN ° x,. t�Tk
d 1 ' .ham ..` a $ zw '31 Q O
22
PERPENDICULAR TO 1, CONCRETE PAVING. 5, 901° COMPACTED SUB -GRADE, 2, FINISH GRADE LINE, � �b �•�� �`��`"��":' � �� "' �� V• Imo'
:�,
EDGE OF GONC,/PATH `` `a,��,'�"~�x � '� � rt ,� x a� �
OF TRAVEL, 2, 1/4" TOOLED RADIUS,3 � � ' X I=
NOTE: NOTE; CITY INSPECTOR TO APPROVE BOULDERS AND SPOT � �� � �� .� • �" ;
LOCATIONS PRIOR TO INSTALLATION, z , "5 , LU Q
2, DEEP SCORE 3, WATERPROOF SEALANT, COLOR TO MATCH PAVING. �y-�
INSTALL CONTROL JOINTS 0 B'-0" O.C. MAX, SPACING AND AT ALL END
a� iw Q I— 2
JOINTS; SEE CONST, SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION, OF CURB RETURNS. T z � z �f� Cc Z Z
WJ
PLAN FOR LAYOUT, r
4, 1J2" POLY FOAM EXPANSION JOINT w/ TEAR -AWAY
3, EDGE OF PAVING. TOP, SEE SPECS.
A. MEDIUM BROOM FINISH w/ DEEP 5, COMPACTED SUB -GRADE PER SOILS REPORT, k
SCORE JOINTS
Y $'� q• Bit �t � ;
In
SHEET TITLE
MED. BROOM FINISH CONC. WALKWAY CONCRETE JOINTS MOWSTRIP BOULDER PLACEMENT
COBBLE PAVING
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LEGEND:
1. FINISH GRADF/ADJACENT PLANTING OR TURF AREA.
2. CONCRETE MOWSTRIP. INSTALL PER DETAIL Jj THIS SHEET,
3, 3" THICK LAYER OF DECOMPOSED GRANITE, INSTALL IN THREE (3) EQUAL
LIFTS. WATER IN AND COMPACT EACH LIFT PER 'STABILIZE R' SP CIFICATIONS,
4. COMPACTED NATIVE SUB -GRADE,
z
0
D.G. W/ MOWSTRIP
SCALE: N.T.S.
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REVISIONS
��
A
KPF
8/12/02
AS SHOWN
•: NUMBER
CITY OF FONTANA, CALIFORNIA
0145-3
DRAWN BY:
SUMMIT HEIGHTS II
SCALE;SHEETKPF
AS SHAWN
NUMBE
DESIGNED BY:
TRACT, Ws 15841, 15842, 15843, 15844
DATE:
KPF
COMMUNITY FACW, IE , ISTRICT
818/02
D-1
CHECKED BY:
APPROVED BY: DA
DWG. NO.:
10
SCALE: SCALE: SCALE:
SCALE: RWVC
CI NGINEE? R.C.E. 51152 EXP. DATE 12/31/02
3151
26
OF SHTS.