Laserfiche WebLink
GRADING NOTES <br /> FS 1.89 (SEAT F$36.35 (SEAT) 1. EXISTING GRADES ARE BASED ON INFORMATION PROVIDED BY: ANDREGG GEOMATICS. <br /> FG 30.37 FG 3Y.33 CONTRACTOR SHALL VERIFY EXISTING GRADES FOR ACCURACY PRIOR TO THE START OF <br /> G GRADING, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS <br /> z1 FS 31.8 SEAT FS 301.35 (SEAT) <br /> J 1 FG 1.87 BS F$ 28 5 ( CK) ARISE AND REDIRECT WORK TO AVOID DELAY. <br /> 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, <br /> STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF <br /> TW 34.85 TW 34.85 I UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE <br /> FS 28.85 (PLAZA) FS 28.85 (A �A) DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS <br /> FG 31.91 FS 28.85 (D CK) SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S <br /> REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT <br /> 1 (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON <br /> o I COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY <br /> MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR <br /> y$ 28.77 DECK) REFERENCE FOR DURATION OF CONTRACT. <br /> 0 3. PROPOSED GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND <br /> / CONTINUOUS TRANSITION SO AS TO AVOID TRAPPING WATER. CONTRACTOR SHALL <br /> I NOTIFY OWNER REPRESENTATIVE IF PUDDLING IS SUSPECTED AND REDIRECT WORK SO <br /> FS 31.89 SEAT L / AS TO AVOID DELAY WHILE AWAITING RESPONSE. <br /> TS 3 89 <br /> BS 30. 1 E / 4. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. SHALL BE BROUGHT 7� <br /> 0.3 E FS 3 .35 (SEAT) TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. VERDE DESIGN <br /> FS 31.89 SEAT P /p2?*85 <br /> TS 31.39 1 0.33 A <br /> LANDSCAPE ARCHITECTURE <br /> BS 31.39 30.35 SEAT CIVIL ENGINEERING <br /> F'G�1.89 <br /> FSPORT PLANNING& DESIGN <br /> TW 34.85 I BS/FS 28.79 (DECK) <br /> TS 29. 5 1843 Iron Point Rd #140 <br /> FS 31.93 (SEAT) <br /> FG 31.91 $ 30. 5 SEAT) Folsom,CA 95630 <br /> / tel: 916.415.6554 <br /> FS 31.89 SEATf59. 5 fax:408.985.7260 <br /> TS 31.39 GRADING LEGEND www•VerdeDesignlnc.com <br /> BS 31.43 /FS,3O. 5 SEAT) <br /> v G <br /> FG 31.89 / TSJ30.35 <br /> o �� ` �,�Q`L� // m�F 128. 2 IN 8 FS 31.89 SEAT I FG 0. 3�� C5 TAMP <br /> FS 28.30 G j � 231 TS 30.89 I SYM DESCRIPTION <br /> S <br /> BS 3Q,3FS 30. 5 SEAT) <br /> FS 28.80 / 'e� s 215 F33 I FS 28.83 (DECK) LIMIT OF GRADING - CONFORM TO EXISTING GRADES AT THIS LINE <br /> \ PNDSCgpF <br /> G LL] ���� ,'' i/ 1 1; FS �5 1TC 28 FS 30.38 SEAT I -- G 30. 3 <br /> r � '� SG 28.00 FS 28.86 (DEC ) I CROWN OF FIELD OR RIDGE LINE N0. 40 � <br /> FS 30.35 SEAT) c� rn <br /> aRIM FS 28.55 p FG 30. b I FS 28.82 (DECK) LLJ <br /> R <br /> ♦ g2F 0G®/ <br /> 0 '�• il� s 'FS 28.62;ffi1 � --- <br /> ��' r o FIFE 28.78 FS 31.89 SE I SUBGRADE LOW POINT EXPIRATION rDATE: <br /> FS 28.80 a? '��/ r' o - TS 30 89 JULY 2021 Q <br /> F '28:� 7 FS 28.8 (DECK) <br /> FG 3 .37 l` FG 30.3 GB <br /> U' � •�� S 28.30 / � � �' <br /> o GE 8' �� 1 5 BS 3 .39 <br /> w' <br /> o ° <br /> GRADE BREAK <br /> ��� ��� FS 281.62 ; I;; 1 o FS 31.89 EAT IFS 35 G <br /> 31F / 1 , x \ TS 30 35 EAT) --- B <br /> PER Np�I1Y ;� / F 28.73 / r� 1 o TS 1.89 BS 29.85 CONSULTANT <br /> z 1 u 2� B 31.39 <br /> �, 1 -- � FG 30.33 27 PROPOSED FINISH SURFACE/GRADE CONTOUR <br /> E►EG E FS 2� 3 FS 8.69 F 31.87 FS 30.35 (SEAT) <br /> 1 FS .76 8 <br /> o �� PIP �� 28• -- P- c I T 34.85 SFS 28.84 (DECK) <br /> 28.30 �,';' ,��_ ry� -�-1 �S 28. 5- o o o MATCHLINE - REFER TO SHEET L5.2 F$ 31. 3 (SEAT) �s 29.35 SG 27 PROPOSED SUBGRADE coNrouR <br /> z 1 7.80 / �"/ I C ; o o i 1 <br /> F5 2 0 1 �2x q1 o G 31.93 1 <br /> 0 30 gSFS 5�'� 2 / �;'hi�� IM o�0 1; l 1 FS 28 8 5 ° BS 28.50 <br /> 0 'O�fS27.7 � 4F �� 9 ° TW 32.85 ,2a 29 1 FS 29.12 I I F$ 2$,$5 DE K) PROPOSED BOTTOM OF STAIRS ELEVATION <br /> w 1$IgRIM ` 2 R 1 0 1 28.85 FS 28.82 <br /> �g- , / FS 28.99 (WALK) $� ��a ) <br /> ®D X2 5 28.85 (DECK) '`� FS 28.86 TW 34.85) FS FS 28.SE T <br /> FS 1.93 (SEAT) FG 27.00 <br /> FG 31.91 TS 29.35 PROPOSED FINISH GRADE ELEVATION OF SOFTSCAPE <br /> 32. 5 FS 28.81 <br /> o / FS 28.23 FS 28.35 ® 9 1 FS 28.8 (PLA FS 1.89 SEAT F 30.35 SEAT) <br /> { '�, IM y o F 28.8 (DEC ) TW 32.85 x ,c2a TS 31.89 0.35 <br /> 1 5 1 I ° 28� k FS 27.00 PROPOSED FINISH SURFACE ELEVATION F HARD APE <br /> 62R NE P RI FG 27.60 ° � � � � ° � � � 5�N �� 1 <br /> T � V E'�y 12' PSC 1°„'' I F FS 28.77 WALK G BS 31.39 9.85 U <br /> ' �y �' G ; 11 <br /> 26.66 a FS 28.77 (DECK)) 0 a s a s a s a s a s D D x 28. FG 31.87 o X33- --- <br /> o ♦ q 62 S' �N / FS 2 .bb p <br /> PROPOSED SUBGRADE ELEVATION <br /> /' <br /> o �� �� +� 2 5.0 INNV �� 1 - - 28 F 31.89 SEAT 1 FS 30. SQ�IF <br /> J SG 27.00 <br /> B '+� ♦ 66 �I / 1 0 1 FS 28Y4� FS 28.62 TS 30.89 F D�glQl�� 1 <br /> o �50�� I FS � �E / S 2 .80 1 o I FS 28.80 1 FG 28.59 FG 28.60 BS 30.39 `_' I '' 11� <br /> ' 2 ♦ �IN�NEp1 �2 EP G ER GE -- ---- FS 2$. 0 FS 28.50 �2�5� RIM FG 27.50 1 N� FG 30.37 F G� <br /> ♦ 511E P 1.6�% ! 1N P A FS 28.80 I TC 27.00 <br /> Ld PROPOSED TOP OF CURB ELEVATION <br /> w IKE SACK <br /> A <br /> I AN I �� 1 FS 30.38 SEAT� 1 o I �2 I G FS 28.45 FS 28.46 ��� 0" FS 28.86 (DECK) I I - I �� TS 28.50 <br /> m RI �ZB� 77 x 2g. 4N _ FFG 28.43 ��8 t� 881NG FG 28.44 FG 30.36 I FS 30.3 (SEAT) PROPOSED TOP OF STAIRS ELEVATION <br /> 1� . e NGE, 1 I I <br /> IK / SINK FE / - I I $.- / / \ x 2 1NG FS 31.89 SEAT II FS 30.33 <br /> 8.8 (DECK) <br /> PB �� 8 8 5 GNAIN FS 28.58 1 1 I �2- --I I-- - - 8 <br /> z � '` 33 I o I I S. BS 30.39 1 ) TW 27.00 <br /> 1 TS 30.89 o PROPOSED TOP OF WALL ELEVATION <br /> * FG 2 .52 II I FG 28.52 �2 1 FS 3 .35 SEAT <br /> a- FG 30.37 1 TS 3 .35 <br /> o Z ♦ 29 NIT S 28�8 1 1 Ipl.u 4u. I FG 26.52 I FG 26.52 28 o BS 2 .85 RIM 27.00 <br /> \ ONI *28. ` / ° FS 31.89 SEAT \ FG 0.33 PROPOSED RIM ELEVATION OF DRAIN <br /> +� ♦ IR GONp��RAGK o I ���2� II RIM 27.52 TS 31.89 I 30.35 (SEAT) <br /> _ P META I 82 I = = a _ BS 31.39 FS 28.80 (DECK) <br /> 992FS 2912FS -- - - I �� 1 6 �W 3 .85 I ° X28 FG 31.87 29 5 CONFORM TO EXISTING GRADE <br /> O (5 E �R,�BN 1 I IFS 8.84 ( EC 1 1 <br /> 1 TW 34.85 I F 1 30. 5 S��g <br /> 1 FS 29.00 1 I FS 31.93 (SEAT) <br /> CD LuEz U) ' 28.80 1 ° 8� o 0 1 1 x 2888NG �Za 4 ��" 1.91 1 27 EXISTING CONTOUR <br /> LL.LLI0 Lu1 I i i 1 n q � <br /> \ TSI29. 5 <br /> Cie <br /> 1 B�FS 2g, S RMjp� PSA II I I o N jj� RIM FG 27.15 ° (��� �F$ 31.89 SEAT �S�3 .35 SEAT) EYMAP <br /> w 1 PER GE 1 *28• I I 1.0/ ci I 1 6 RI 35 X 27 EXISTING ELEVATION <br /> e Z 21 PA ° I I I �2$ TS 31.89 _ <br /> Sx�` 1.5/0_ - G - -- -- j <br /> N = so - 1 a 6RN n �aN n I I BS 3 /-I Z gIN F .33 ' <br /> �31FS ♦ tp� <br /> SO U�� I % I FG1 <br /> I o \ \J 1.00% <br /> so 1 �CR X28? I c� 28 I RIM 27.52 SLOPE AND DIRECTION <br /> zo Q �2 1� N I I I <br /> FS 31.89 SEAT <br /> z 1 ♦ K FENGE ate, 1 I PSP 1 I I � ♦ TS 30.89 j I \ ----- e EXISITNG r - <br /> BS 30.39 \ <br /> RIM/F .50 <br /> N G°2 G 2 .52 FG 30.37 (__ <br /> o EG 3 CNAI 2g 1�FSx 1 1 I I I I FG 28.52 <br /> 1 EG \ I G I FG .521 FG 26.52 <br /> a- 62N W I F 28.76 DECK) 1 ` - <br /> 0 1 - n fig. b.r - I j I , O I TOR TOP OF ROCK <br /> I TW 32 <br /> I 41 / I 1 <br /> w 1 ♦ 1 �Za FS 28. 6 (W 8K G I85 41 <br /> 1 �■■■■■■■■� ® - <br /> N ��o FS 28 87 1G I 1 I 1_ I I 1 ; BOTTOM OF BIORETENTION BASIN, REFER TO DRAINAGE PLANS. ® � <br /> 1 1% 1 qRl f <br /> 9 m I F��2 X286 FS 28 7�6 (DECK)" I j I ,yq , I �■■■■■■■■� ® i� - - <br /> 1 ♦� � 1" 2 _ <br /> I � I X291 ° TW 3 <br /> FS 9 C 1 URT)� SHEET TITLE <br /> �• ole V w Y FS 218.66 1 � --�-- � � 1 I TW 34.85 � • <br /> ♦ _ 99 9o I -- I O FS 28. D CI�)_ <br /> z ♦ \ I <br /> `gypog ANG 1 FS 28 66 / / I e , FS 29.40 (WALK) \ <br /> Z� <br /> Z ♦ 2 1 ° / / �2$ FG 31.91 P GRADING PLAN - <br /> 0 1 9- 1 I I I <br /> Z h 3 / / / G FS 30.35 SEAT D <br /> z ,♦ TW 3 .85 TW 32.85 �o / / / PSA RNAN FS 31.89 SEAT ) POOL <br /> 0 1 I VE B F 28.85 I FS v 1 02 FS 28. 5 (C URT) G FS 8.85 WALK) 28 2 / / TA p 032f FG 31. S/ S (DEC( )Q 0 10 1� la 1 e FS 2 .85 ( ECK) x12 ' FS 28.85 (DEC ) / RIM 27.52 2 5 3 00� <br /> Z � ,j � IG O® 1 - _ / / / � 8' 0 g3FS � 3 FS 31.89 �� FS 30.35 SEAT) <br /> W I , ® - -- - - -- g. FG 30.33 N <br /> U' , UILpINO %I TW 32.85 I \ / I1 \ / I �� II 55NG FG 30.37 <br /> o , 86199 S, <br /> ENLARGEMENT FS 28.85 (COURT) I `N 32.85 / I I F 2876 1 FG 28.52 NANpRA G <br /> 30. F$ 28.85 DECK 1 36 95FS 4N ^ y,' <br /> w , �R.�� O ( ) . ?9.04 ( �CK})I F 2 9 1 FG 26.52 2g * / PROJECT NAME <br /> ��/ 6 O O 29 1 � ♦ / 5� <br /> uj <br /> w FS O 3G.3 6 92 G �I ENLARGEMENT B SCALE: 1 �� 10'-011 <br /> FS b � <br /> o ♦ /1FS O O O TW 85 AN, %FS IRT / O 8 281 <br /> Z , ♦ 0.3 1. /o O O O O O FS 28.66 FS 29.04 WALK / 36 OFF RAIL 0� 83F� ! F / <br /> Q PAO o o O O O o (WALK) NAND �6F �_ S30.06 / FRANKLIN HIGH SCHOOL <br /> o GREE FS 29-.04-(DECK) / 1 O <br /> •6 N 2 O O � � � <br /> g ��� o 0 o FS 28.73 FS 28.96 ,� 1 ,eco yy,'' FS 30.02 ATHLETIC IMPROVEMENTS <br /> o vim• , o o /� M �gF5 , �►' FS 30.00 C <br /> w F 9 0 00 00 O� ��00 00 O FS 28.89 / - - FG 28.52 V 3 �7 0� �' 28841 ,-�,. <br /> �� A� <br /> T� S 29.9 <br /> FS 30.10 '�• O O � / Ir 1 a � `` / 6 2 �, 0 � / <br /> Q 816NG O O O O 29 FG 28.52 FG 26.52 <br /> O o 0 2 . I au ♦ 60. 5'28$%, c <br /> w O x28.58 O O b \ FG 26.52 1 FG 26.52 ♦ �� SFS 29$gFL ; "► % 2FS <br /> O age O F 9. FG 28.52 T// 288• 1 �\ // ° <br /> 22 •2' <br /> RIM 27.52 V� , \ pIR/ GNRB qF Q�� �s D / 0 / yy,' PROJECT ADDRESS <br /> z O OG <br /> 8• 089 �/ <br /> Q x g3N o �Z / , �♦ 30 G 2 / i <br /> � / 1►m / <br /> ��' 4600 E. FREMONT ST. <br /> z O O 9 32 LL �\/ <br /> w N o O O O O c FS 29. �� FG 26.5 ♦ / p,R; ss'" 2 $F� �,' J ���� STOCKTON, CA 9521 5 <br /> o O O O O � a / 5 w <br /> oLLI <br /> O O o O O O � 96 � � ,'��� E'er II,pIN P � 2 / A <br /> S U 0 � �� <br /> O O O O O gFS 28g%F a 5 S � g3��gFS 2`� 5 <br /> FSO O O S+ 89 <br /> } � 1F g 2 8 � �9 <br /> G 28:52 ♦ ,' 2' O <br /> 0 <br /> ine <br /> / 55 SUBMITTAL DATE <br /> O O 2S• J w J <br /> o O �� gB ° DD/50% SUBMITTAL 03/06/202 <br /> 9 2 s, � 1 <br /> / ' <br /> w �2a• `� F .5' , ' <br /> 6FSx S 915F5 �'` 1 Lu DSA 100% SUBMITTAL 05/01/202 <br /> a O� 29.7 Cep 5J, � 0 <br /> 6 <br /> m Fsx � �3�' � �� 1 � <br /> 1 s <br /> 3 9�, 01FS 2929 OAFS �,, , / L RAMP ILpING Q <br /> 9. <br /> wof!C3 <br /> "Z �, � *29 6F 2915FS X30 , , � 1 <br /> <cn <br /> a >!. 2a9� �, , 1 NO. REVISIONS DATE <br /> w <br /> o <br /> _Of °�` / ' ° ag �2$' 1 ENLARGEMENT C SCALE: 1 "=5'-O" 0 <br /> o029.1 <br /> �z <br /> o <br /> U) 0Ld <br /> 1 <br /> a- <br /> Z S 1 <br /> o� 290 <br /> o� <br /> 0 o <br /> 0 ♦ �� ♦ 1 0 <br /> z= � <br /> 1_j� <br /> 00 , <br /> a DRAWN BY CHECKED BY <br /> �= Q CS <br /> ww <br /> w o ♦ DATE ISSUED SCALE <br /> <a <br /> �a 05/01 /2020 <br /> ar <br /> PROJ. NO. <br /> z <br /> NORTH 1 91 1 000-1 21 1 <br /> zW <br /> 00 <br /> Fn� <br /> w <br /> 0 0' 10' 20' 40' 60' SHEET NO. <br /> v � <br /> wOf <br /> L5.3 <br /> O <br /> 20 <br /> a.� <br /> OF <br /> Q U <br /> DRAWING NAME: Y:\Projects-FO\2019\1911000 - Franklin Restart\CAD\-A-L5.0-GRD-C3D.dwg GRADING PLAN - POOL <br /> PLOT DATE: 05-01-20 PLOTTED BY: station3 <br />