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1 i pp,�1``" 1I 11reirillic pir ° .q' a:•-• I 111 REPRESENTATIVE FOR I- 1-- ���
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EXISTING FENCE NOTE: 0
EXISTING FENCE NOTE: EXISTING WALL NOTE:
�, EXISTING 6'-0"CHAIN LINK EXISTING 6'-0"WOOD FENCE EXISTING 6'-0"SLUMP BLOCK
FENCE TO REMAIN. PROTECT TO REMAIN, PROTECT IN °' MASONRY WALL TO REMAIN. , Cin
IN PLACE, PLACE. PROTECT IN PLACE. Z
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CONSTRUCTION NOTES CONSTRUCTION LEGEND 0
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR 6'-0" HIGH TUBULAR STEEL FENCING. (LOCATE AT TOP OF SLOPE AND AT GATES PER
GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ! . 141484167.1111111
ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A PLAN) (1,844 LINEAL FEET) SEE DETAIL H, SHEET L-3. ( x%. .%" = LINE SYMBOL)
FAILURE TO GIVE SUCH NOTIFICATION.
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O (9) 16"SQUARE SPLIT-FACE PILASTER PLACED AT±50'ON CENTER. SEE DETAIL B,SHEET L-3.
2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES \ R V I SI01\f S
SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.
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3. ALL FORMS AND ALIGNMENTS OF PAVING WALL/FENCE LAYOUT, 3 COBBLE PAVING WITH CONCRETE EDGE, SEE DETAIL E,SHEET L-3. ( 40;40.p*t+ = HATCH SYMBOL) ����
AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE O k%. a ! ,,„'. ` 1 �� . ' NA b4- hEY.Olzp DV�Ilr�S
OWNERS REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE), 4 CONCRETE SIDEWALK WITH MEDIUM BROOM FINISH, SEE DETAIL D, SHEET L-3. °j'al'�� ��� K ��� _�,
4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN, 0 I AO
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. DEEP SCORE JOINTS.SEE DETAIL F, SHEET L-3.
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. n
(I) EXPANSION JOINTS, SEE DETAIL F, SHEET L-3.
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 SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION C). CONCRETE MOW STRIP. SEE DETAIL C, SHEET L-31 ( = LINE SYMBOL)
OPERATIONS AS SHOWN, A8. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFIENTLY COMPACT THE SUB-GRADE AND PROVIDE SUBSURFACE PREPARATION
O (2) 12'WIDE TUBULAR STEEL ACCESS GATE. SEE DETAIL A,SHEET L-3.
PER SPECIFICATIONS. O EXISTING DRIVEWAY APRON. PER CIVIL ENGINEER'S PLANS. A
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9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. /\
fil:p10. ALL CURVILINEAR WALKS,CURBS, MOWSTRIPS ANO WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE, ALL FORMS 10 RIP-RAP PER CIVIL ENGINEER'S PLANS. ( = HATCH SYMBOL)
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MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK,
11 EXISTING WOOD FENCE TO REMAIN, PROTECT IN PLACE, ( _,te./.P.#.4P ...,,, AWAr e,,,,I,fW = LINE SYMBOL)
11, IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE,
12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. ® EXISTING CHAIIN LINK FENCE TO REMAIN. PROTECT IN PLACE. ( - •• •" = LINE SYMBOL) 06 1
0 EXISTING SLUMP BLOCK WALL TO REMAIN. PROECT IN PLACE. ( ,. = LINE SYMBOL) RFT
14 UTILITY POLES PER CIVIL ENGINEER'S PLANS.
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15 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 8/8/05
h. 16 STORM DRAIN PER CIVIL ENGINEER'S PLANS.
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17 CONCRETE STORM WATER OVERFLOW OUTLET PER CIVIL ENGINEER'S PLANS. 'I'' = 20'
V.
Underground Service Alert DECOMPOSED GRANITE MAINTENANCE ACCESS ROAD, PER CIVIL ENGINEER'S PLANS. ^TII'
REFER TO DETAIL G, SHEET L4.
19 COBBLE PAVING PER CIVIL ENGIINEER'S PLANS. ( ,. 0:�::"'a: HATCH SYMBOL)
PLAN CROSS REFERENCES arnr co F IA 0328-3
c11 Call: TOLL FREE O �•.o'r�-,9:� -• .
FOR NOTES AND LEGENDS, SEE THIS SHEET. .. �NuMRE
1-800 FOR CONSTRUCTION DETAILS, SEE SHEET L-3 �P BY: SIERRA DETENTION BASIN
CO LAITY FAC (TIES DISTRICT 1"=20'-0"
FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-8 -
� FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4
DESIGNED
BY: DAM. L-2
422-4133 KPF 11/17/04
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6CHECKEDAPPFIMED : /
TWO WORKING DAYS BEFORE YOU DIG
DATE://4/ Dwa ND 2 2 OF 9 SHTS.
JRC :• IN R,C.E 51152 EXP,DATE 12/31 3794 9