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PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SEE SHEET C-1
FOR DETAILS, SEE SHEET C-5
FOR SPECIFICATIONS, SEE SPECIFICATION BOOKLET
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET 1-1
FOR CORRESPONDING PLANTING PLAN SEE SHEET P-1
CONSTRUCTION NOTES
1. crnarRRcroa sraau po'r vmLanLr 1Jaocftn WITHCO 1HucrroN as
DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANDIOR
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 REV1610NC DUE TO A
FAILURE TO GIVE SUCH NOTIFICATION.
2 WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE
CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCER SHALL BE PF101MOE0 N
THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTIN(33.
3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL I FENCE LAYOUT, AND SPECIAL
PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNERS
REPRESENTATIVE PRIOR TO POUAU+IG (GIVE A MINIMUM Of 46 HOURS NpT10Ej,
1. FOR SITE GRADING, SEE CIVIL ENGINEERS GRADING PLAN.
S CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMNJAR
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 PUNS.
7. CONTRACTOR SMALL BE RESf'ON31BLE FOR ANY COOFlDIMATIOId "TM OTMEl13t1DC01f
TRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOYYN.
t PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY
COMPACT THE SU84RADE AND PROVIDE SUBSURFACE PREPARATION PER
SPECIFICATIONS.
A CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT
TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS.
1Q 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,
ANWOFi ELEVATION, THE STATED DESIGN ELEVATION SHALL TAKE PRECEDENCE.
12 ALL D111ENSlQN3 ARE TAKEN FROM FACE OF CiJRB TVP.
CONSTRUCTION LEGEND:
6'-T HIGH "PROTO II" COMMUNITY PERIMETER SPLIT -FACE BLOCK WALL, ORCO COLOR 200. SEE DETAIL A, SHEET C -S►
"WE AFF -04D -WL t 10Y FLOOD LOT NIG. ELECTI"CAL CONTRACTOM TO SUS' ff SMM pRAw w 3 l
SHOWING LIGHTING CIRCUITRY, POINT OF CONNECTION, ETC. FOR OWNER'S AND LANDSCAPE
ARCHITECT'S REVIEW. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR ANY PERTAINING
PERMITS REQUIRED FOR CONSTRUCTION.
O 9'-4' HIGH, 3r SQ. SPLIT -FACE BLOCK PILASTER, ORCO COLOR 2M SEF DETAIL C, SHEET C4.
4 FIRE HYDRANT PER SEWER/WATER PLANS.
r HIW TWTO b" SOIM WALL, SPLIT -FACE BLACK, ORCO COLOR M ON r H %I SMI. M DETAIL C, OW
ENTRY MONUMENT WALLS. SEE DETAILS E, F, SHEET C•5.
Q STREET LK3HT PER CAVIL ENGINEERS STREET IMPROVEMENT PLANS.
INTEGRAL COLOR CONCRETE PAVING, DAVIS COLOR "SUNSET ROSE', MEDIUM BROOM FINISH, SCORE
LINES AT 4' O.C., SET 45° FROM DIRECTION OF TRAVEL. SEE DETAILS G, H,1, SHEET C -S. NOTE: FIN k
THW*KNESS TO BE DETEPA0 €D P€R SOUS 'S REPORT.
11" WIDE, 9' THICK MIN. NATURAL COLOR REINFORCED CONCRETE BANDS W/MEDIUM BROOM
FMNSH. SEE DETAILS F, G, H, SHEET C-5.
10 CONCRETE CURB PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
11 6'-0' HIGH "PROTO 11" RETAINING WALL AS PER ENGINEER'S PLANS, SPLIT -FACE BLOCK, ORCO COLOR 209
SEE DETAIL 1, SHEET C-6.
12 4' THICK NATURAL COLOR CONCRETE WALK W/MEDIUM BROOM FINISH PER CITY OF FONTANA
STANDARD DETAIL #10%
t3 WEAKENED PLANE JOINTS. FOR PERIMETER SIDEWALK INSTALL PER CITY OF FONTANA STANE?ARE'?
DETAIL #,05A , APPROX. 10' O.C. TYPICAL FOR AUTOMOTIVE ACCENT PAVING INSTALL AS SHOWN PEA
DETAIL H, SHEET C -S.
14 EXPANSION MI FOR PERIMETER SIDEWALK, INSTALL PEA CITY OF F'ONTANA STANDARD DETAIL
#105A, APPROX. 50' O.C. TYPICAL FOR AUTOMOTIVE ACCENT PAVING. INSTALL AS SHOWN PER
DETAIL H, SHEET C-&
i 5 r WIDE CONCRETE MOVIISTRIP. SEE DETAIL S, SHEET C-.
16 CONCRETE CURB RETURN W/RAMP PER CITY OF FONTANA STANDARD DETAIL #104A.
17
001111RE PAWNS AS PER CITY OF FORTA14A STANDARD
Crnr OF PONTANA, CALIFORNIA
otaAwN 1r.SUMMIT
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CITY ENGIMM RGE 25125 EXP. DATE 1201/0
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ARCHITECTURE
SITE PLANNING
10830 Town Gencor Dr., Suits IRS
Rancho Cucamon f, CA 94 730
(909) 484-2800
Fa (9091494-PSo9
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REVISIONS
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