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Home My WebLink About2279-2I."_ - . - s7. I FL -,,. \� LEGEND CONSTRUCTION NOTES /1P \ 6s`s>. y; INCLUDED IN SPECIFICATIONS CONST. ON-SITE CONC. SIDEWALK AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN SHEETS 38 G r� ``'�C' 55243 O `�\ PQM P • �S �`.,` Q � `° �` h r , G 6 O Iso. G 5° ° 355 66 ♦ ` `.�` h e \\ h p 5� �\ ,�' ��`♦ ��Q`�� pQ�O �\ �' ,\ ��,` HP HIGH POINT v vi �� P� C TG TOP OF GRATE 70 CONST. TENNIS COURTS, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLANS. I� LZ '` "• . ` Q\' `` 11 O. �'� TW TOP OF WALL P � 35 .1 �_� :., . , 0 0 / - �� ~�. 1550.82 \ \ ��g --.... �' \ fr Q 3 SD STORM DRAIN LINE 80 CONST. FITNESS STATION, AS SHOWN ON LANDSCAPE ARCHITECTS PLANS. ,o 00 �, a� O . �� '� = s'000� '1 �� `..�` ` �Q` S SANITARY SEWER LINE ;�::�,� 8 2 �yd.r -sso ♦ f• f' , W WATER LINE 90 INSTALL DRINKING FOUNTAIN AS SHOWN ON LANDSCAPE ARCHITECTS PLANS. 51 49 - / ♦ 4 p� L rn•,%o , /J, Qg C. S 0 % dS3�V. \ �` 81.12 EXISTING ELEVATIONS , ► 49 ' 51 li 6 ) OS S�0 - 1N , 2 `� % FROM 5-12-93 SURVEY 10 INSTALL 6" PVC DRAINAGE PIPE SDR 35 WITH FITTINGS AS SHOWN. 4$ 0 5� ®S��p ` \`O (,c✓e 4 v �2 -' I S 1539.84 EXISTING ELEVATIONS " _ O 1N �• ! �o ` \ FROM 5-12-93 SURVEY 11 INSTALL 8 PVC DRAINAGE PIPE, SDR 35, WITH FITTINGS, AS SHOWN. CONCRETE FLUSH WITH AC 35 48 $ T.C. 6a ° T i X212 CONSTRUCTION ELEV. 12 INSTALL 10" PVC DRAINAGE PIPE, SDR 35, WITH FITTINGS, AS SHOWN. �- F.S. ��--��or�- of ; ` 0 48.4 ♦ 1 `-�-�sq7 iNv OF i 11 •$ } A9 ®B6j -4c S�OpF ` TRACT /LOT NUMBER 13 INSTALL 12" PVC DRAINAGE PIPE, SDR 35, WITH FITTINGS, AS SHOWN. TRASH ENCLOSURE GQETAIL- �o ,0 44. �454s\ o� �/ �S ��o ,,l ,, ,l .,: 1 14 ADJUST TO GRADE. GRADING i X61 N.T.S. S '- �� S?s A,Q ;^; �;�' 15 CONST. 12" DRAIN BOX PER DETAIL ON SHEET 1. amn SlGN1tJG, STRIPING �GNAIN BARRIER DETAIL ♦ Z` ��°6 t \ q<< �S `!�':, + '; 16 CONST. 24" DRAIN BOX PER DETAIL ON SHEET 1. -49.3 17 CONSTRUCT CLEANOUT PER CITY OF FONTANA STD. 125 & 125A, PVC SDR 35. 1 C',rr >, (MODIFY COVER TO READ "STORM DRAIN") •rte s �o \ \ ti' - 47C-1/ %` 4 t,= +=+ �yA• 1 \ \, �r _GFrOU�vO 18 PROTECT IN PLACE , 5S � _ r'}l,-i•,�."_"a�•�',-iT t��,�'� �'$.}-• ' _t' �'�'.'rt� �:.+ , "Y � � i` h r - - 03 " 1g CONNECT TO CATCH BASIN PER DETAIL 1 SHEET LCD.1. O ^ ^t "`r'"� ' �'rt '' 's� ',\ 6 -CONNECT TO EXISTING 2" WATER METER FOR DOMESTIC &FIRE PROTECTION WATER SUPPLY AS PER SCHEMATIC ON SHEET 1. ADJUST METER BOX TO GRADE. ' , v ^ y� � ` (�� ' r �y}-�T�i-'- ,t'1.t-' �,.=-Y�.t"-+ • t,y�_=5�,,_r , Y,..+-�•• �� . � , , - ? ti0 /�� 51 .9 � / � L T�"r . �' T�� jx�-,ry..r z� .-�T X :.�••ti�. i -!-i.? ..:.� \ \ - - - 2m PVC INSTALL 2 PVC PIPE� � SCHEDULE 40 WATER LINE � 1 75 � 5 � �. `Y+�'t T. . �,,. •�.}•' �� i.'+}-� J'`+,"` -^•t 'r*r = � �'-=• �.-r� Y ` SS \ : . q: `\ 5499 �� - 5�7, C1 �O� ��"-r�'}•�-. '� ��Y� ��^'r.�� T';y.t•i�-` .V.�+,•'r.:-. •T# J ' ` \\ \\ :V.' �.S- / y,� pr_•• �j�7�'�};`;moTi.*f}r'' ;hs . '_r x ' � . Tr•�r - �r# �'`� \ \\ \ V 22 INSTALL 1 1/2" PVC PIPE, SCHEDULE 40, WATER LINEs(l ` ,•- Cqy Shy / O j T yy.r L L ��"� 1y ^, f �rT' \� INSTALL 2" TO 10 PVC REDUCER, SCHEDULE 40, WATER LINE. • A\Fti � - Cl /�/ y=r-r''' y.T �h^" `-T r l �}-'; •+f`�. tT - , , \ " INSTALL 2 TO 1 1/2w PVC REDUCER, SCHEDULE 40, WATER LINE. Or S'o �;;, \ 25 INSTALL 1" PVC PIPE, SCHEDULE 40, WATER LINE. INSTALL 4" PVC SEWER PIPE,4SDR 35. �0 00 1548.58 �- 'rte' T- `� INSTALL SEWER CLEANOUT AS PER CITY OF FONTANA STD 128. y��(`�Q, �b' G• �� \ }�;;;." �,1 VA �\ `:�,\ 27 �� • ,9 50.8 F$� i , r:--r-r'•' n , \ 3:3 �Nv' 8a 'ss `'' \:;�� \ 28 REMOVE EXISTING SEWER PLUG AT EXISTING CLEANOUT AND INSTALL 6" TO 4" REDUCER -1 _ ^J.•.^I 1.1...1- . 1 , \ , 47.E ti s . } ;;rT �' \ \ 4 �9 INSTALL aNt`f AUT!{GRIi�ED VEHICLES-6EYOlJD THIS POlhli, SIGN. SIGN TD BE INSTALLED ON SAME POST BELOW Q�,°�`� ;\ THE NO FARK114G SLGKI . CONTRACTOR TO PROVIDE SNAP DWG. t - L= ' \ 985 F' \ 30 EXISTING HANDICAPPED RAMPS (PROTECT IN PLACE) SO.7 fitters icTt \ - �- \ 00 FS �='- _;t `` `, `'` 7" ��. 31 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. 44jAN SAWCU T D REMOVE EXISTING PAVEMENT. 54$ 48.1 7 88 CONSTRUCT 8"• CURB AND GUTTER AS PER CITY OF FONTANA STD. 101 _ -9: A - �. � ;Tr��.:..- . ��-- ,. S '`• 3 �, �, \\, 34 �SQCONSTRUCT 6 CURB AND GUTTER AS PER CITY OF FONTANA STD. 101 w° TSA �\ aF sB° Y `� �5 2g Gem 9 ';\ 35 CONSTRUCT 6" CURB AS PER CITY OF FONTANA STD. 101 3r .p\ 4 , • � `� 48.4 48.6Si0 FS FS FS 6 FS 48.6 � REPLACE PAVEMENT AS PER DETAIL ON SHEET 3. ,� 15A8.1 90 6 A �, 49 Sp D / _ `tl- ; �+ ::;. , \\ 38 CONSTRUCT 6" TO 0" CURB TAPER. T1 r \ \ 8 \ r� } ;, i 1_-Z ,� 39 CONSTRUCT HANDICAPPED RAMP AS PER CITY OF FONTINNA STANDARD 104A. 2 8 ZL> \ ► 40 REMOVE EXISTING CROSS GUTTER 04 S �;} ;fi ' 1 rn Q' _ C,n 41 CONSTRUCT MODIFIED CROSS GUTTER AS PER CITY OF FONTANA STANDARD 104. 3 �,, o •� Q4 $0 STV 9 '548 ';+,may, , U' o 9 44 39.5 2j > �'�V 8 �� 0° �`� C\�' _ - _ �N,B Kip ' 4' ' `� T' �' \1. 42 CONSTRUCT 4" AC 4" BASE OVER 95% COMPACTED NATIVE TI=6 NV V _ 8 ®`�1� ? 'G� ��'� Ik�o \ CqP S490 % Q G 5 X96 T T S :1 2` '�► �� / ( ). N G@ S 4 S 7 s a 0 o S " 6 T-`j�� `' 0 0) \ �� 1 43 INSTALL ONE 4" DB100 ELECTRIC CONDUIT. JOIN EX. CONDUIT AND EXTEND TO RESTROOM 0 �� S ,� F• O S OS 4 6" CF S v-+. t- X542 0f8? 13 \�0 9 4642 SQe QP 4 F N ? 7 '� X98 48.$4 T S. �� \\ ��\ EQUIPMENT ROOM STUB -OUT INCLUDING PULL -ROPE AND MANDREL. ALL PER S.C.E. SPECIFICATIONS. 0 _ �' F. ^""� ' s INSTALL ONE 2" SCH. 40 TELEPHONE CONDUIT WITH PULL- ROPE INCLUDING SWEEP UP OUTSIDE AND r•: ,}.fir '\\ R.L. 17 �s4e 48.34'-� S8 o,s _:( \ 44 �. O ADJACENT TO BLDG. FOUNDATION AND JOIN EX. CONDUIT. ALL PER G.T.E. SPECIFICATIONS. ... S' O 154. g -n cr `34 �� 48.1 F ' 24 % , j.:r � ^" . ti\ � u �p�,c` 4 3 g>>,30 �` c� y 41.42 �� 12; s F 4Z5 %�G �\ s 49'�1q� C �j'� \ INSTALL ONE 3 DB100 ELECTRIC CONDUIT. JOIN EXISTING TRANSFORMER.: . N NO 0� \ \� g5 - INCLUDINPULL-ROPE AND MANDREL. ALL PER S.C.E. SPECIFICATIONS, � 51% V' �S48. 4 ,pG \ S;'6 �^ 4� R� R V� �� p ANG s,cF 20 -� \ 4 C'�49 1NS1ALL 4" WIDE YELLOW STR1P1rV6,4' A � A�3 ° x � .� �` O SS I 4g 0 F 5• ; 0 % ESQ 1 ' \r1`1• , a S 9 % a >�' S �a� S7 OGS. , 48,1 \; 50 PAINT 4" WIDE WHITE STRIPE T �A'� I ' h3 868 SEPARATE -�► _ cC 4 , , - 6' l Z TRASH ENCLOSURE PAPE ARCHITECT 51 PAINT LEGEND AS SHOWN s, 5b T•C S , C'RgS 7 N s 0o F.S'1 g' ��'i S ' �L ��?' 7 Z� , PEAN�pR p TAI S S SEE UPPER LEFT op cn '` `ti S� �2 PL SHEET FOR GR DING DETAIL. 52 PAINT 4" WIDE BLUE' DIAGONAL STRIPING X00 OF THIS S 16 � A. Q CONSTRUCT RAMP PER DETAIL ON SHEET 3. ' v� 1548. L 4 v, v I _ _- ,`. L9 gs � , 1 -- ,�C'• S�► �`9 lO ;� - moo,`' , 's44O 2 �g 93 „ I �0 4` 1t? O �• S T �9 S !�/• SQ s ><-Z#/ A\ �. • " S=0.0047 S A 5V 3 ^• 3 �o pF' g' 60 F �• �8.� 54 INSTALL "RIGHT TURN ONLY" SIGN (R41)�Q 10 �`' 9 ,% 46.0 C. °��,, 000�• T1,o S T 8 p f - B c =�\ ti� 11111All "�lO PARKING SIGt1; 24"�ct3", PER LAITRANS STD, N0. R2>3(S) LEFT. 45.56 F . C� 188994 a 43.65 T.C. �3 - '6 4 SSS 9S S0 �^ �O� 9 n, `� $ 0 FS ` 36 S6 1NSTAlI "old PARKING SIGN; 24"x i8';PER CALTRANS STD. NO. 112315) RIGHT. 4 _43.15 F.S. 26 g 3� SFC 9' �E r- - ' �94s y9 -BARRIER: WIT" WIT"{ POSTS PER DETAILS ON SHEET NO.-3.-CRAlll ZD -BE /44 GALVANIZED. 16 15 SAF` 44.67 3 `(p• N 1.% ° , ,- �� ' XIS WAL` 8 JO//V 3 2 S v Z 15 { I TINGIra, �r SEVAINE 4 01 g �. ►--8<oC� SAN N ,� .� _-- w'<< SRA PARK FA 32•p�hQ ,-��xrsr tB'.QC.P - _ ?6 h~ 3 O Oh SZ -•► Vi \ 0$ J� 9 a� �o' ° 4 5 1848 41.03T �s- E a 4 8 O �3 Jw 4° N 5 w 40. 3�'L ��son -4 'S '54 s44 XISTING FE 78 �2 s , s° NCE L o , 4 Q' I SQ 0 I \. ` �. 9 rt EG. `�� 's v 4 ° 's4 �s4?s4�89 �4' , y APPALOOSA � coo8 � ' ESS �� ° : ° .I '�� „ �9 ,SQ 's4, 54� � � � 2 � " /A.PE'•� s A9 DRIVE p Z . S/ 0/v SHEET 3 � .. ' '� , �pygE55/O�►' I SDR o S6 1s s'S o s S ! I` SA J` J6, ARB FACE �� URTyo �� - SHEET 2 �� E ,.�Il 'S,� `ass, S EXISTING FENCE 18 _ ;- ,--_fir-. • .� '�, 00 ' FSS 8 3 _--�_ _ Z No. 26229 m i Z� GP P-1 489 I � ��,• `�6 E 1 '�G•�1 I !' �`S� , a)� � p � .-_ ---+----r EC=30+65.01 W EXP. 3/31/94 - rn a v o �,� Z .� JN ----------_-.__ zo+oo - -- `n)qCIV I� �� o�Ess�, SUMMIT AVENUE �C T I ,S� ➢ ��, ��, ` I -- -- I DNST �8"RC.P. l3E00 �9SL�% BC=29+54.08 _ FOf L��®Q CA, / UIKr,y �F SAX S 29+00 Oc_ \ No. 26229rn --- -- - /p1N ACX/ST. tB"ROP �o `3i �1 I I - °G E>� 3�>/9s cnr m ------- A 38 *�9 �IVI1. �� INDEX M A P T REMOv�N U� AR PER AP`Y O -I _ - l LOA, -f 27+00 :i 0 V �!� 2 _ _ - GRAPHIC SCALE FOF cA��F "DO 26+00 N.T.S. - --___ -- 0 10 20 40 so 36 10 L.U.I. LC,2 AND DETAIL 4 ON SHEL I LCD.1. NAP NOT A PART REVISED TENNIS COURT & GTE GRADES ADDED PROPOSED MD EXIST. TELEPHONE & ELECTRIC COIVDUITS, ADDED L 3o�Q1 0 SIDEWALK ELEVATIONS ADDED & REVISED CONST. NOTES. FS FINISHED SURFACE BENCH MARK 2 RELOCATE .3_ ELECTR/C_-corvoulr - - = Q� _ : FG FINISHED GRADE 30 CONST. PICNIC SLAB TABLE, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN DETAIL 2 SHEET LCD.1. F L FLOW LINE FWE 43 - R.R. SPIKE IN E.P. BY sw'4LE- GUTTERNORlflOF� AODSD.P/PE R/W RIGHT-OF-WAY O CONST. BAR-B-QUE GRILL, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN DETAIL 2A SHEET LCD.1. TC TOP OF CURB O CONST. CONCRETE MOW STRIP, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN DETAIL 5 SHEET LCD.1. INV INVERT OF CHERRY AVENUE. 4 ADD CHAIN BARZIER AT G.T.E. DRIVEWAY G.B. GRADE BREAK O CONST. TOT LOT, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN DETAIL 6 SHEET LCD.1. 5� �\ ,�' ��`♦ ��Q`�� pQ�O �\ �' ,\ ��,` HP HIGH POINT v vi �� P� C TG TOP OF GRATE 70 CONST. TENNIS COURTS, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLANS. I� LZ '` "• . ` Q\' `` 11 O. �'� TW TOP OF WALL P � 35 .1 �_� :., . , 0 0 / - �� ~�. 1550.82 \ \ ��g --.... �' \ fr Q 3 SD STORM DRAIN LINE 80 CONST. FITNESS STATION, AS SHOWN ON LANDSCAPE ARCHITECTS PLANS. ,o 00 �, a� O . �� '� = s'000� '1 �� `..�` ` �Q` S SANITARY SEWER LINE ;�::�,� 8 2 �yd.r -sso ♦ f• f' , W WATER LINE 90 INSTALL DRINKING FOUNTAIN AS SHOWN ON LANDSCAPE ARCHITECTS PLANS. 51 49 - / ♦ 4 p� L rn•,%o , /J, Qg C. S 0 % dS3�V. \ �` 81.12 EXISTING ELEVATIONS , ► 49 ' 51 li 6 ) OS S�0 - 1N , 2 `� % FROM 5-12-93 SURVEY 10 INSTALL 6" PVC DRAINAGE PIPE SDR 35 WITH FITTINGS AS SHOWN. 4$ 0 5� ®S��p ` \`O (,c✓e 4 v �2 -' I S 1539.84 EXISTING ELEVATIONS " _ O 1N �• ! �o ` \ FROM 5-12-93 SURVEY 11 INSTALL 8 PVC DRAINAGE PIPE, SDR 35, WITH FITTINGS, AS SHOWN. CONCRETE FLUSH WITH AC 35 48 $ T.C. 6a ° T i X212 CONSTRUCTION ELEV. 12 INSTALL 10" PVC DRAINAGE PIPE, SDR 35, WITH FITTINGS, AS SHOWN. �- F.S. ��--��or�- of ; ` 0 48.4 ♦ 1 `-�-�sq7 iNv OF i 11 •$ } A9 ®B6j -4c S�OpF ` TRACT /LOT NUMBER 13 INSTALL 12" PVC DRAINAGE PIPE, SDR 35, WITH FITTINGS, AS SHOWN. TRASH ENCLOSURE GQETAIL- �o ,0 44. �454s\ o� �/ �S ��o ,,l ,, ,l .,: 1 14 ADJUST TO GRADE. GRADING i X61 N.T.S. S '- �� S?s A,Q ;^; �;�' 15 CONST. 12" DRAIN BOX PER DETAIL ON SHEET 1. amn SlGN1tJG, STRIPING �GNAIN BARRIER DETAIL ♦ Z` ��°6 t \ q<< �S `!�':, + '; 16 CONST. 24" DRAIN BOX PER DETAIL ON SHEET 1. -49.3 17 CONSTRUCT CLEANOUT PER CITY OF FONTANA STD. 125 & 125A, PVC SDR 35. 1 C',rr >, (MODIFY COVER TO READ "STORM DRAIN") •rte s �o \ \ ti' - 47C-1/ %` 4 t,= +=+ �yA• 1 \ \, �r _GFrOU�vO 18 PROTECT IN PLACE , 5S � _ r'}l,-i•,�."_"a�•�',-iT t��,�'� �'$.}-• ' _t' �'�'.'rt� �:.+ , "Y � � i` h r - - 03 " 1g CONNECT TO CATCH BASIN PER DETAIL 1 SHEET LCD.1. O ^ ^t "`r'"� ' �'rt '' 's� ',\ 6 -CONNECT TO EXISTING 2" WATER METER FOR DOMESTIC &FIRE PROTECTION WATER SUPPLY AS PER SCHEMATIC ON SHEET 1. ADJUST METER BOX TO GRADE. ' , v ^ y� � ` (�� ' r �y}-�T�i-'- ,t'1.t-' �,.=-Y�.t"-+ • t,y�_=5�,,_r , Y,..+-�•• �� . � , , - ? ti0 /�� 51 .9 � / � L T�"r . �' T�� jx�-,ry..r z� .-�T X :.�••ti�. i -!-i.? ..:.� \ \ - - - 2m PVC INSTALL 2 PVC PIPE� � SCHEDULE 40 WATER LINE � 1 75 � 5 � �. `Y+�'t T. . �,,. •�.}•' �� i.'+}-� J'`+,"` -^•t 'r*r = � �'-=• �.-r� Y ` SS \ : . q: `\ 5499 �� - 5�7, C1 �O� ��"-r�'}•�-. '� ��Y� ��^'r.�� T';y.t•i�-` .V.�+,•'r.:-. •T# J ' ` \\ \\ :V.' �.S- / y,� pr_•• �j�7�'�};`;moTi.*f}r'' ;hs . '_r x ' � . Tr•�r - �r# �'`� \ \\ \ V 22 INSTALL 1 1/2" PVC PIPE, SCHEDULE 40, WATER LINEs(l ` ,•- Cqy Shy / O j T yy.r L L ��"� 1y ^, f �rT' \� INSTALL 2" TO 10 PVC REDUCER, SCHEDULE 40, WATER LINE. • A\Fti � - Cl /�/ y=r-r''' y.T �h^" `-T r l �}-'; •+f`�. tT - , , \ " INSTALL 2 TO 1 1/2w PVC REDUCER, SCHEDULE 40, WATER LINE. Or S'o �;;, \ 25 INSTALL 1" PVC PIPE, SCHEDULE 40, WATER LINE. INSTALL 4" PVC SEWER PIPE,4SDR 35. �0 00 1548.58 �- 'rte' T- `� INSTALL SEWER CLEANOUT AS PER CITY OF FONTANA STD 128. y��(`�Q, �b' G• �� \ }�;;;." �,1 VA �\ `:�,\ 27 �� • ,9 50.8 F$� i , r:--r-r'•' n , \ 3:3 �Nv' 8a 'ss `'' \:;�� \ 28 REMOVE EXISTING SEWER PLUG AT EXISTING CLEANOUT AND INSTALL 6" TO 4" REDUCER -1 _ ^J.•.^I 1.1...1- . 1 , \ , 47.E ti s . } ;;rT �' \ \ 4 �9 INSTALL aNt`f AUT!{GRIi�ED VEHICLES-6EYOlJD THIS POlhli, SIGN. SIGN TD BE INSTALLED ON SAME POST BELOW Q�,°�`� ;\ THE NO FARK114G SLGKI . CONTRACTOR TO PROVIDE SNAP DWG. t - L= ' \ 985 F' \ 30 EXISTING HANDICAPPED RAMPS (PROTECT IN PLACE) SO.7 fitters icTt \ - �- \ 00 FS �='- _;t `` `, `'` 7" ��. 31 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. 44jAN SAWCU T D REMOVE EXISTING PAVEMENT. 54$ 48.1 7 88 CONSTRUCT 8"• CURB AND GUTTER AS PER CITY OF FONTANA STD. 101 _ -9: A - �. � ;Tr��.:..- . ��-- ,. S '`• 3 �, �, \\, 34 �SQCONSTRUCT 6 CURB AND GUTTER AS PER CITY OF FONTANA STD. 101 w° TSA �\ aF sB° Y `� �5 2g Gem 9 ';\ 35 CONSTRUCT 6" CURB AS PER CITY OF FONTANA STD. 101 3r .p\ 4 , • � `� 48.4 48.6Si0 FS FS FS 6 FS 48.6 � REPLACE PAVEMENT AS PER DETAIL ON SHEET 3. ,� 15A8.1 90 6 A �, 49 Sp D / _ `tl- ; �+ ::;. , \\ 38 CONSTRUCT 6" TO 0" CURB TAPER. T1 r \ \ 8 \ r� } ;, i 1_-Z ,� 39 CONSTRUCT HANDICAPPED RAMP AS PER CITY OF FONTINNA STANDARD 104A. 2 8 ZL> \ ► 40 REMOVE EXISTING CROSS GUTTER 04 S �;} ;fi ' 1 rn Q' _ C,n 41 CONSTRUCT MODIFIED CROSS GUTTER AS PER CITY OF FONTANA STANDARD 104. 3 �,, o •� Q4 $0 STV 9 '548 ';+,may, , U' o 9 44 39.5 2j > �'�V 8 �� 0° �`� C\�' _ - _ �N,B Kip ' 4' ' `� T' �' \1. 42 CONSTRUCT 4" AC 4" BASE OVER 95% COMPACTED NATIVE TI=6 NV V _ 8 ®`�1� ? 'G� ��'� Ik�o \ CqP S490 % Q G 5 X96 T T S :1 2` '�► �� / ( ). N G@ S 4 S 7 s a 0 o S " 6 T-`j�� `' 0 0) \ �� 1 43 INSTALL ONE 4" DB100 ELECTRIC CONDUIT. JOIN EX. CONDUIT AND EXTEND TO RESTROOM 0 �� S ,� F• O S OS 4 6" CF S v-+. t- X542 0f8? 13 \�0 9 4642 SQe QP 4 F N ? 7 '� X98 48.$4 T S. �� \\ ��\ EQUIPMENT ROOM STUB -OUT INCLUDING PULL -ROPE AND MANDREL. ALL PER S.C.E. SPECIFICATIONS. 0 _ �' F. ^""� ' s INSTALL ONE 2" SCH. 40 TELEPHONE CONDUIT WITH PULL- ROPE INCLUDING SWEEP UP OUTSIDE AND r•: ,}.fir '\\ R.L. 17 �s4e 48.34'-� S8 o,s _:( \ 44 �. O ADJACENT TO BLDG. FOUNDATION AND JOIN EX. CONDUIT. ALL PER G.T.E. SPECIFICATIONS. ... S' O 154. g -n cr `34 �� 48.1 F ' 24 % , j.:r � ^" . ti\ � u �p�,c` 4 3 g>>,30 �` c� y 41.42 �� 12; s F 4Z5 %�G �\ s 49'�1q� C �j'� \ INSTALL ONE 3 DB100 ELECTRIC CONDUIT. JOIN EXISTING TRANSFORMER.: . N NO 0� \ \� g5 - INCLUDINPULL-ROPE AND MANDREL. ALL PER S.C.E. SPECIFICATIONS, � 51% V' �S48. 4 ,pG \ S;'6 �^ 4� R� R V� �� p ANG s,cF 20 -� \ 4 C'�49 1NS1ALL 4" WIDE YELLOW STR1P1rV6,4' A � A�3 ° x � .� �` O SS I 4g 0 F 5• ; 0 % ESQ 1 ' \r1`1• , a S 9 % a >�' S �a� S7 OGS. , 48,1 \; 50 PAINT 4" WIDE WHITE STRIPE T �A'� I ' h3 868 SEPARATE -�► _ cC 4 , , - 6' l Z TRASH ENCLOSURE PAPE ARCHITECT 51 PAINT LEGEND AS SHOWN s, 5b T•C S , C'RgS 7 N s 0o F.S'1 g' ��'i S ' �L ��?' 7 Z� , PEAN�pR p TAI S S SEE UPPER LEFT op cn '` `ti S� �2 PL SHEET FOR GR DING DETAIL. 52 PAINT 4" WIDE BLUE' DIAGONAL STRIPING X00 OF THIS S 16 � A. Q CONSTRUCT RAMP PER DETAIL ON SHEET 3. ' v� 1548. L 4 v, v I _ _- ,`. L9 gs � , 1 -- ,�C'• S�► �`9 lO ;� - moo,`' , 's44O 2 �g 93 „ I �0 4` 1t? O �• S T �9 S !�/• SQ s ><-Z#/ A\ �. • " S=0.0047 S A 5V 3 ^• 3 �o pF' g' 60 F �• �8.� 54 INSTALL "RIGHT TURN ONLY" SIGN (R41)�Q 10 �`' 9 ,% 46.0 C. °��,, 000�• T1,o S T 8 p f - B c =�\ ti� 11111All "�lO PARKING SIGt1; 24"�ct3", PER LAITRANS STD, N0. R2>3(S) LEFT. 45.56 F . C� 188994 a 43.65 T.C. �3 - '6 4 SSS 9S S0 �^ �O� 9 n, `� $ 0 FS ` 36 S6 1NSTAlI "old PARKING SIGN; 24"x i8';PER CALTRANS STD. NO. 112315) RIGHT. 4 _43.15 F.S. 26 g 3� SFC 9' �E r- - ' �94s y9 -BARRIER: WIT" WIT"{ POSTS PER DETAILS ON SHEET NO.-3.-CRAlll ZD -BE /44 GALVANIZED. 16 15 SAF` 44.67 3 `(p• N 1.% ° , ,- �� ' XIS WAL` 8 JO//V 3 2 S v Z 15 { I TINGIra, �r SEVAINE 4 01 g �. ►--8<oC� SAN N ,� .� _-- w'<< SRA PARK FA 32•p�hQ ,-��xrsr tB'.QC.P - _ ?6 h~ 3 O Oh SZ -•► Vi \ 0$ J� 9 a� �o' ° 4 5 1848 41.03T �s- E a 4 8 O �3 Jw 4° N 5 w 40. 3�'L ��son -4 'S '54 s44 XISTING FE 78 �2 s , s° NCE L o , 4 Q' I SQ 0 I \. ` �. 9 rt EG. `�� 's v 4 ° 's4 �s4?s4�89 �4' , y APPALOOSA � coo8 � ' ESS �� ° : ° .I '�� „ �9 ,SQ 's4, 54� � � � 2 � " /A.PE'•� s A9 DRIVE p Z . S/ 0/v SHEET 3 � .. ' '� , �pygE55/O�►' I SDR o S6 1s s'S o s S ! I` SA J` J6, ARB FACE �� URTyo �� - SHEET 2 �� E ,.�Il 'S,� `ass, S EXISTING FENCE 18 _ ;- ,--_fir-. • .� '�, 00 ' FSS 8 3 _--�_ _ Z No. 26229 m i Z� GP P-1 489 I � ��,• `�6 E 1 '�G•�1 I !' �`S� , a)� � p � .-_ ---+----r EC=30+65.01 W EXP. 3/31/94 - rn a v o �,� Z .� JN ----------_-.__ zo+oo - -- `n)qCIV I� �� o�Ess�, SUMMIT AVENUE �C T I ,S� ➢ ��, ��, ` I -- -- I DNST �8"RC.P. l3E00 �9SL�% BC=29+54.08 _ FOf L��®Q CA, / UIKr,y �F SAX S 29+00 Oc_ \ No. 26229rn --- -- - /p1N ACX/ST. tB"ROP �o `3i �1 I I - °G E>� 3�>/9s cnr m ------- A 38 *�9 �IVI1. �� INDEX M A P T REMOv�N U� AR PER AP`Y O -I _ - l LOA, -f 27+00 :i 0 V �!� 2 _ _ - GRAPHIC SCALE FOF cA��F "DO 26+00 N.T.S. - --___ -- 0 10 20 40 so 36 ■= IN FEET ) CITY OF FON TAN A, KALI FORN I A I inch 20 ft. PUBLIC WORKS DEPARTMENT 7 9s` � � � DRA Jj.s I &�� Inc. B BY PRECISE GRADING & UTILITY PLAN SCALE: N9HORIZ.: 1"=20' "Aft-1FOR Civil Engineering • Planning • Surveying - Public WorksLJL 0( DESIGNED BY �I 13821 Newport Ave., Suite 200 • Tustin, CA 92680-7803 • 714/544-3404 CHECKED BY SAN S EVAI N E PARK DATE: �"� M' ;;O( LL•`1J% PREP RED UNDE THE SUPERVISION OF: JCH 8/13/93 j✓ JOB NO. DR. NO. SHT. NO. APPROVAL DATE C. HOGAN R.C.E. 26229 p8 E,3 .9 4410 APPROVED CITY ENGINEER5126, a27 2 OF 3 I r/1 9 o0 0( -----------j REVISED TENNIS COURT & GTE GRADES ADDED PROPOSED MD EXIST. TELEPHONE & ELECTRIC COIVDUITS, ADDED L 3o�Q1 SIDEWALK ELEVATIONS ADDED & REVISED CONST. NOTES. GEOTECHNICAL ENGINEER: BENCH MARK 2 RELOCATE .3_ ELECTR/C_-corvoulr - - = Q� _ : Z/S9 _ 1 r -rr �i7 l �� RAl5E MVIY/s COU�i'rJ�R.40ES�03J gOD DR.4/NAGE = 6 10y �' rzr\c GEOLABS - WESTLAKE VILLAGE FWE 43 - R.R. SPIKE IN E.P. BY sw'4LE- GUTTERNORlflOF� AODSD.P/PE -----' 742 HAMPSHIRE ROAD, SUITE C PP#1536663E S'LY. SIDE OF 1-10 -r ,�j WESTLAKE VILLAGE, CA. 91361 BASELINE 220' +/- ELY. OF � � �'�%f'�°VE h%�' R�'�P�' P.I�Zx/�G (818) 889-2562 W.O. 75261_4 OF CHERRY AVENUE. 4 ADD CHAIN BARZIER AT G.T.E. DRIVEWAY Il29/9U ELEVATION = 1313.04 5 RECOIt'D DQAWIM&S 1129/96 REVISIONS EN R S. APPROVAL DATE ■= IN FEET ) CITY OF FON TAN A, KALI FORN I A I inch 20 ft. PUBLIC WORKS DEPARTMENT 7 9s` � � � DRA Jj.s I &�� Inc. B BY PRECISE GRADING & UTILITY PLAN SCALE: N9HORIZ.: 1"=20' "Aft-1FOR Civil Engineering • Planning • Surveying - Public WorksLJL 0( DESIGNED BY �I 13821 Newport Ave., Suite 200 • Tustin, CA 92680-7803 • 714/544-3404 CHECKED BY SAN S EVAI N E PARK DATE: �"� M' ;;O( LL•`1J% PREP RED UNDE THE SUPERVISION OF: JCH 8/13/93 j✓ JOB NO. DR. NO. SHT. NO. APPROVAL DATE C. HOGAN R.C.E. 26229 p8 E,3 .9 4410 APPROVED CITY ENGINEER5126, a27 2 OF 3 I r/1 9 o0 0(