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HomeMy WebLinkAbout03_LSP_C2.0 Grading Plan �p1\1o�N/T"q...... ,yo _ors 10766 PE m � a a --------- \ i / 0 Q ` - SUNSTONE ST a a z 3 o _______ O U O O 3 s k--- -- --------------------- - zo a o ------ -- --- -x{ ______ W O O O g P � 1 gl SAW CUT RETAINING WALL,TIE INTO j �`� �(•11n I EXISTING RETAINING WALL EXT'G SIDEWALK WITH STEPS 1 z z z 1.3'TALL TOP OF RETAINING WALL ELEV.4773.82 ° 1 -?.p O O O fi > > > PROPERN LINEo _ CONNECT TO EG 4771 D4P I° CONNECT TI 477.4 P F POND 4j71.34 5'SETBACK FG 4772 1 TIE INTO EXISTING ¢o -_ - a+ FG47}1. N+ ADA PATH EG 4772.84 NOTES: o ' . INSTALL ADA PATH FROM EXTG m � FG 4774 00 FG 4772.70 b`y PP1� FG 4772.44P1N ASPHALT TO NEW LL ENTRANCE. N ro --- / P WIDTH:3 FT O EG 4772.41 / - MAJOR CONTOUR q'" y' j DESIGN SLOPE: MAX 5 NNECT T FG SLOPE:2% FG MINOR CONTOUR � G / / DESIGN CROSS SLOP C FENCE TO BE INSTALL 60"MIN.LANDING REMO W r�aWj 4�% FG 4774.26 / /\/ FG 4770.63 REMOVED FOR o CONSTRUCTION AND PATHWAYS ARE TO BE ASPHALT. O •T hJ �� RETENTION REINSTALLED WITH NEW / FG 4774.03 RETENTION DEPRESSION U FENCE LOCATION H•- / DEPRESSION Ik U, _ BTM ELEV 4769.80 .,�, � N /CONNEC TO EG 477.04 BTM ELEV 4771.80 Q N TOP OF POND 4771I2 \ �y \1 O cu REMOVE AND DISPOSE OF EXT'G I I a € ``�20 �_, RETENTION PON �M E LO i6 -S SAWCUT EXIT ASPHALT / OTT OF PO.N 4769.25 ra{r� AND TACK COAT / A BTM ELEV 4767.90 / .�. N 3 ASPHALT AND RESEED _ 20 ' 'P100 Q i FG 4769.80 _ - TIE INTO (n 0 00 EIXTGTO OSO -- S ALE EXIST NG AT W ttl / q , / =0.5',S�.2% 41 MAX \1 EG A 1 i SLOPE 1 02 INSTALL 5'BLVD AND 10' 1r � � / S o >' i i --- �zza MIXED USE PATH 1 I % \7o EXT'G _J / 10"PVC CULVERT,4 LF,S=0.5% i I I1� 'hyJ (0-h9j INV j�WW I --FG 4768.95 / INV OUT OUT47 4767.95 ej / `'`FG 4768.95 SWA INSTALL RIP RAP AT INLET/OUTLET W EXT'G RETENTION BASIN TO BEcl I ? i / ' D=0 ',S=1.5% z EXPANDED.TOP OF POND TO MATCH _ EXTG DRIVEWAY EDGE / FRENCH DRAI EXT'G GRADE,1.25 FT DEEP I ' TO REMAIN ? j DISCHARGES SLOPED AT A 4:1.VOLUME:124 CF. a I i �'2% / TO RETENTION +2 /` J J TO OFF Dd77 i Q i POND � m 1 z 1 00 i 9/ / \ ' ASPHALT TO BE REMOVED '11 C / I CONNECT TO EG 4774.72 , Y+W 2 ' 1. NEW MUDROOM SA CUT EXT'G ASPHALT -" ',•b.2%,(new CONNECT TO EG 4775.80,GARAGE B (SEE ARCH SHEETS) vJ CONNECT SWT EG 4771.09 •,, I AND TACK COAT�. �'. RENCH DRAIN ''GaNN 7TOEG 477,1i65," '. ,i, II \,.~ DISCHARGES / C'. l." .o,'..• .I", �. 1p.. •:I. TO SWALE / y'&NNEGT70E 77.g9'. 1• li 0 %` EXISTING PROPOSED NEW ASPHALT 1, •� f 'a '. �� \' IE'IK�' Z I ' PAOKING. BUILDING J '•F, I'.{ d L;I.`' \,• ,r `EXT'G WATER SVC CONNECT TO EG 4775.80 i J ,`4'., ,' �" ,a,•ov\,•.•R�%,(new)°`.�� ".. •, `,• .0'�,; � PROPOSED NEW MIXED USE PATH AND ADA PATH LL •)•, ;i- r ',:•I' ,AB C�• ,y F0477.4.30' ;\''% W�c. �' ■ SAWCUT EXTG CURB AND GUTTER, y ,', . '.•_,.t. . ,"',`. ✓ O INSTALL 24'DRIVEWAY. , G 4772.50'ir A115 / 'f i } O CONTRACTOR TO OBTAIN ,' F(j 4772.3 U I4 - �� \\9 \ / U J ENCROACHMENT PERMIT PRIOR TO F 4772.00 CONSTRUCTION I /- m m Ii ��• FG / W CONNE T TO EG 4772.00 �'/ q A -`� G 4775.25 - f` L J ~ Q .\ / _N119 i j J EXT'G UG N = Q 0 i A W rq �I TIE FG TO EG AT U 2 Z 4:1 SLOPE(TYP) 1��i Z Q N EXT'G UG UTILITIES �T/ -�0--� Q Q < LIL 30.00' STREETAND _ (n UTILITY1 0 EASEMENT - m EXT'G SEWER SERVICE ,p11Z J M PER COS 2360 II 20'UTILITY ANDS o: ELECTRIC POWER LINE J N EASEMENT PER DOC #2051456 ^- ��/ BASIS OF BEARING ' Bobcat LDP 10'UTIL. l x _ Coordinate System EASEMENTI~ II� ___________________,_,__________=s- '-____________--____--____--____--____-_____-_____-_____-_-_-_� d `-° OVERHEAD POWER LINE 0 10 20 31 IFG 4771.48 7 -FG 4771.53 b SCALE 1"=10' B ELEVATION DATUM:NAVD 88 PROJECT 537-01 DATE 09 08/23 DRAWN BY JLS REVIEWED BY CL ©ALPINE 2022 SHEET C2.0