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Underground Service Alert
Call: Toll FREE PLAN CROSS REFERENCES
1-800 FOR NOTES AND LEGENDS, SEE SHEET C-1
FOR SEE SHEET C-5
422-41 FOR SPECIFICATIONS, SEE PECIFICATION BOOKLET
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET 1-1
TWO WKINf3 DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN SEE SHEET P-1
_____ ';.�.„x.., _� ._._:___. ,_ _-_-r. __ .,5-,.,.� _._..?v-,. .. _ .. _ .e. ,.... .. _.: � ., .,'�.:. w. � .� .a .�. .,.,...;Tt �, S,S.v:w�;b.bro-r.<-�rac:;..�.•,.. __
CONSTRUCTION NOTES
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS
DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR
GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING
DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL
ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A
FAILURE TO GIVE SUCH NOTIFICATION.
2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY UNE AND TOP OF SLOPE
CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY
THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.
3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL
PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNERS
REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE).
4. FOR SITE GRADING, SEE CIVIL ENGINEERS GRADING PLAN.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR
WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES.
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED
DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER
PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCON-
TRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.
8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY
COMPACT THE SUB -GRADE AND PROVIDE SUBSURFACE PREPARATION PER
SPECIFICATIONS.
9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT
TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS.
10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL
HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS
MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF
WORK.
11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES,
AND/OR ELEVATION, THE STATED DESIGN ELEVATION SHALL TAKE PRECEDENCE.
12. ALL DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.
L A N D S C A P E
ARCHITECTURE
SITE PLANNING
10830 Torn Center Or., Suite 128
Rancho Cucamonga, CA 91730
(909) 484.5800
Fax (909) 484-2802
Richard Krumvied•
CA Lb. #2W A2 L1c. r 2M 16 W Lk. s 446
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CONSTRUCTION LEGEND"
06'4r HIGH "PROTO II" COMMUNITY PERIMETER SPLIT -FACE BLOCK WALL, ORCO COLOR 200.- SEE DETAIL A, SHEET C-5. O
LOT
O 4)
HUBBLE AFF -040 -WL 110V FLOOD LIGHTING. ELECTRICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS
SHOWING LIGHTING CIRCUITRY, POINT OF CONNECTION, ETC. FOR OWNER'S AND LANDSCAPE
ARCHITECTS REVIEW. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR ANY PERTAINING M
PERMITS REQUIRED FOR CONSTRUCTION. Q M C
O 6'-4" HIGH, 36" SQ. SPLIT -FACE BLOCK PILASTER, ORCO COLOR 200. SEE DETAIL C, SHEET C-5. •� U.
�4 FIRE HYDRANT PER SEWER/WATER PLANS. Y
O8' HIGH "PROTO II" SOUND WALL, SPLIT -FACE BLOCK, ORCO COLOR 200, ON 2' HIGH BERM. SEE DETAIL C, SHEET C-5. Q�
OENTRY MONUMENT WALLS. SEE DETAILS E, F, SHEET C-5. 4) � U
DSTREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ,E
O LM
INTEGRAL COLOR CONCRETE PAVING, DAVIS COLOR "SUNSET ROSE", MEDIUM BROOM FINISH, SCORE
V
LINES AT 4' O.C., SET 45° FROM DIRECTION OF TRAVEL. SEE DETAILS G, H, I, SHEET C-5. NOTE: FINAL
THICKNESS TO BE DETERMINED PER SOILS ENGINEER'S REPORT. a'
O9 18" WIDE, W THICK MIN. NATURAL COLOR REINFORCED CONCRETE BANDS W/MEDIUM BROOM
FINISH. SEE DETAILS F, G, H, SHEET C-5.
10 CONCRETE CURB PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
11 6'-0" HIGH "PROTO II" RETAINING WALL AS PER ENGINEER'S PLANS, SPLIT -FACE BLOCK, ORCO COLOR 200. U
SEE DETAIL I, SHEET C-5,
12 4" THICK NATURAL COLOR CONCRETE WALK W/MEDIUM BROOM FINISH PER CITY OF FONTANA
STANDARD DETAIL #105A.
13 WEAKENED PLANE JOINTS. FOR PERIMETER SIDEWALK INSTALL PER CITY OF FONTANA STANDARD
DETAIL #105A, APPROX.10' O.C. TYPICAL. FOR AUTOMOTIVE ACCENT PAVING INSTALL AS SHOWN PER
DETAIL H, SHEET C-5.
14 EXPANSION JOINTS. FOR PERIMETER SIDEWALK, INSTALL PER CITY OF FONTANA STANDARD DETAIL
#105A,'APPROX. 50'0.C. TYPICAL. FOR AUTOMOTIVE ACCENT PAVING, INSTALL AS SHOWN PER
DETAIL H, SHEET C-5.
15 6" WIDE CONCRETE MOWSTRIP. SEE DETAIL B, SHEET C-5.
16 CONCRETE CURB RETURN W/RAMP PER CITY OF FONTANA STANDARD DETAIL #104A.
iT COBBLE PAVING AS PER CITY OF FONTANA STANDARD
KEY MAP
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DATE:
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