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931-I 4/26/2003 Storm Drain Improvement Plan TO BE PRIVATELY MAINTAINED BY H.O.A. TO BE PRIVATELY MAINTAINED BY H.O.A. TO BE PRIVATELY MAINTAINED - EXISTING Ili- M.H. N0. 2 0 , EXISTING GROUND ®� BY H.O.A. RIM=1459.90 Z FINISHED SURFACE OVER FINISHED SURFACE � � EXISTING - oZ � STORM DRAIN C8.6 2 j0 1470 CD= �, FINISHED SURFACE OVER � M.H. N0. 4 9 F� 1460- N C GROUND 0 o� STORM DRAIN _ 1�55 OVER STORM DRAIN �, RIM= 1466.34 M M y6s66 1465- - 1465 1465- 100 YR HGL- 1465 100 YR. HGL G� 1461 �OQ 0 5 1455- tis`�> - 146r� sq '4609 X � / Q � y�� 8 Wq eoT �g N >FR s�-� � eo Q / O 1460- �, ti 100 YR HGL .��`� Q�Q - 1460 1460- k _ 1460 Co I'' 1460.4 BOT.4�t' T �.°` �o _ a4 '� h �,� , 60 S-0.0040 603 8" WATER R S,p OZ � yc� 0 1450- o+ 1459.0 TOP g 96 + - 1460 INV. 24" S__ Q goo=26.2 C.F.S. Q =5.4 C.F.S. 36" PIPE \A 1456.84 0.0240 -1 0 56.87 ' `/ 95 vG� too 1457.34 INV. 18 H L V MAX .9 F.P.S. 1p�5 S z V =3.1 F.P.S. goo 565,8 , ,1458 1455- �4536 - 1455 1455- `�� U z a- C - 1455 100 YR. HGL 5�i '. S NV 18� w z Q =11n 8" TOP a 1454.60 I a zLO 00 IV C.D 1 445- " �1P' �F`1 I I IDENTICAL POINT pN96 `S�p + 1" 455 m w N a 1 T m INSTALL 13.92 L.F. 30 s'0 /st yc� s W W v W Z m Z a 6.08' 18" RCP (CLEO /ASS o o No - � mU = z 1450- N c' z M m z - 1450 1450- - 1450 Q ,00=99.2 C.F.S. Q �o0 73.5 C.F.S. J + N � - �� - VMAX =15.8 F.P.s. = z Z o o w LATERAL B20 / V 19.0 F.P.S. 1440- �� o I I �,�� P� MAX Z U - 1450 � - + LO + LO +� HORIZON: ,"-20' yc� A I I i Q 100=77.9 C.F.S. n m o � o o VERT: 1"=4' r coC' � INSTALL 49.44 L.F. ��j5• VMAX -17.9 F.P.S. Q o+ 24" RCP (CL Q I I Z REMOVE 59.53 L.F. m z OR 24" C.I.P.P. (T=3") IV OF EXISTING 42 / 1 I a PIPE AND 42" CMP a M �� TO BE PRIVATELY MAINTAINED RISER LATERAL B 17 1435- 2¢ A N z M w w a HORIZON 1"=20 - 1-445 " BY H.O.A. FINIS ED SURFACE OVER w m a a a" VERT: , =4 _ STORM DRAIN I gyp. o ^ C.B I S Z > U C� � C� � C.9 10+06.90 wz mZ w > m > w > m > w > m > >46SB18 0 - Q ,00=99.2 C.F.S. z z z z z z 86 z , C,• g. �F (1430.39) oMo �; n rn - rn - �n - � - � - rn - �n 46 T co w w o co onpo rn co ^ cip rn ^ SQ C = Dc• a ul ao "i V -2 5.4 F.P.S. �r o ai_ c i Ki o N a� rn N 3,r L0 I�D6 INV. ELEV. S W z + d + M ^ � M N Q� MAX � � � � N 4 M � ^ � � 00 � � � 1430- U > � o 0 � C � + � M � + � ro - - 1440 1428.64 I m z Ur c.4 z > w > INSTALL 138.86 L.F. '- `- INSTALL 228.42 L.F. 84" INV. >z � co + " r_ -Uj m - 42" R.C.P. (1100-D) 36" R.C.P. (1250-D) OR 36" C.I.P.P. (T=3 1/2") 1 465 1459.9 TOP - 1465 o co � M ^ 1461.0 BOT. " D rn + " `� LO Ui o00 INSTALL 64.62 L.F. INSTALL 48.66 L.F. 8" WATER �^� 1$ PIPE 61gi o o + + 35.50 L.F. EXIST. 42" R.G.P. (1100-D) 36" R.C.P. (1250-D) PROFILE SCALES NOT COUNTY MAINTAINED o too YR HGL G�- o 42" RCP 1100-D OR 42" C.I.P.P T=4" OR 36" C.I.P.P. (T=3 1/2") HORIZ. 1 "=40' 6129 �� 011 10 r Z-60.91 L.F. EXIST. ( ) ( ) VERT. 1 "-4' 14 61. . A 42" RCP (1700-D) - 1435 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 1460 s, - - 1460 0 1�60 S,0©�20 1457.3 BOT. THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE 1456.69 1456.2 TOP24" PIPE q�DE Q X PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 -1 /2" OVER THE INV. STRUCT. „ �� - J- D / 9ATE N a �X`s°�� '9� REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE 8 SEWER 2 � � ] 4 BRAVE o o ma ?�� 1 CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f c=5,000 PSI 1455- - 1455 12pFOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f c=6,000 PSI FOR Q,m-3.9 C.F.S. m > mZ Z VELOCITIES EXCEEDING 30 FEET PER SECOND. - - o > > 22.5 C.F.S. 32, 1 �, �,�ti �; � /� V ,� =3.0 F.P.S. z M � Z - Q - EXIST. 10' C.B. _ 2 a +� ^ �w C" C. � CD � ww o goo- EXIST. 84 PIPE ��Q 166 ` `� w `00 � V ,00 =7.2 F.P.S. ° ° / = S DIMENSIONS: w � LINE D _ S T -w m °° z PER R.C.F.C.D. 19 _ F STORM DRAIN MAINTENANCE NO E. D E SI oN S: 1450 2.95 2.09 1450 DWG. NO. 4-562 / ,��X�� PAD=72.7 F` ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET "A" BARS r 161 162 27 �Xo �� 165 od �- sy STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE INSTALL 17.27 L.F. INSTALL 24.41 L.F. �P o• s O 6p. � o �, J PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE "D" "H" "g" NUMBER SIZE 18 RCP (CL� 24 RCP (CL _ �, PAD=52.7 _ �� a s> PAD=70.6 O, hko s STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME OF BARS OF BARS 42„ PAD=55.7 �P 164 ti SD. 17 o`� `' �' �ti s� O' v' �( OWNERS ASSOCIATION FOR THIS PROJECT. �� » » �� 10+00zo 9 48" 12" 8" 18 #5 LATERAL B 1 8 LATERAL B 19 �=3s.24' xh�`�ho� PAD=64.2 - � � I'M 163 " '\ `�O ' ` O- HORIZON: 1"=20' HORIZON: 1"=20' 11+Op °°� �ti x ho' o. �4 �. 42" 12" 8" 16 #5 VERT: 1 =4 VERT: 1 =4 /. � - - PAD=61 .0 °`'• ' ``1 29 °�`• hk� o r �,/ X �o h? s� •� D o I ,\h 25 h�0 30„ 9„ 6" 14 #5 N 30 ��'¢9 °� ��'%�$ �P' CONSTRUCTION NOTES INT. 10+00.00 QUAKING ASPEN ^? \ '�` - s +OD \ >> `� �; 5 �, 24" 9" 6" 12 #4 =STA. 31+80.43 ALDERGATE DRIVE Qt,/ O � �� ~ 1 �«' Q ` »x`� x� �`� 20 INSTALL 18 R.C.P. CL ,4 �N 32 h' �^�,�0 h . o h°` moo`°�o O°' �,' » - » » » » (a A �o �� .� '� x�' 0 � 125 21 INSTALL 24 R.C.P. (CL OR 24 C.I.P.P. (T=3 ) 18 6 6 10 #4 ° l 17,7 , o• // ti� c�• 23 INSTALL 36" R.C.P. (1250 D) OR 36" C.I.P.P. (T=3 1/2") 84 S.D. 4 24_ off, �,, ,,�1'`' D PAD=73.0 » » 6435, 24 INSTALL 42 R.C.P. (1100-D) OR 42 C.I.P.P. (T=4 ) SEE DEBRIS RACK - �6a qS 8xoo �25 CONSTRUCT CURB INLET CATCH BASIN PER RIV. C 0. STD. NO. 300 DETAIL HEREON EXIST. T C.B. (W & H SHOWN ON PLAN). LOCAL DEPRESSION PER RIV. CO. STD NO. 311 "B" 18° S.D. 96 �` ~ o° 20.28' '� 23� 1 26 9-(L CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. NO. MH 251 1/2" x 12" (MAX. SLOT OR ' 88 �,9 S7 `O o o \ 7�x & H SHOWN ON PLAN) 1/2 TO 1„ 1/2 DIAMETER HOLES, „ 121 44 44 EXIST. 4 C.B. N �� S• Oo 20 PAD=71 .0 27 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. NO. MH 252 10" TO 12 ON CENTER AND STAGGERED. H" ' 32 32, 12 38St3 ,� �9S, '`p B ..+�� Q' ��o° `�� (L, D, & A SHOWN ON PLAN) ° ° ,OLDER 16O 26 1o�s, 76 �8'' B - �,' 127 �6°�F,p 28 CONCTRDUCA MANHOLE O 4 PER ON PLAN R.C.F.C. & W.C.D. STD. NO. MH 254 ° ° °° ° RIM PER PLAN DR/VE TE PAD=54.0 � _0 2p? , �soo, C C 23 /0 s �( , ) ° ° ° °° FG TANGENT DATA PAD=70.0 29 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER R.C.F.C. & W.C.D. STD. B I¢S• '1'0 ST �7iyT 2 x?,�9 A E 21 ;' �Q �� NO. TS 303 (L., C, D, A, ETC SHOWN ON PLAN) ❑ STq '°7AF 79C P • �0 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. M 803 BEARING DISTANCE y ¢' �s F Q �.� 12$ q6X9 ,o - 32 REMOVE EXISTING STORM DRAIN AND/OR INLET STRUCTURE C.M.P. (16 GA.) (4l 6' � ,� e��`�s,- '.o '�c SIZE PER PLAN �A N14'11'27"W 7.94' 159 25 /` PAD=68.0 ��,''8' s, �'� °>>�� o �\\ s/�/ „ NO SLOTS OR HOLES PAD=61 .5 90 88es F�s?��,, �s q 'OAF STEEL PLATE 1/2" THICK �' DIAMETER BELOW FINISH GRADE © N10°21 43 E 59.05 /#'• 'B SJ �� STORM DRAIN „ © N40'44'17"E 23.91' SCALE: 1 = 40 ss�' 20 > 28 6 R 21 pox `� cis, "A" BARS EQUALLY SPACED r_ „ ❑D N63°47'44"W 112.51' 158 v , 60, Y. \2jx�26`C �� ' \,�s8� n n 6 0 20 40 80 120 160 PAD 64.5 0 0 28 s H INV. PER PLAN „ CURVE DATA INT. 27+37.57 PANORAMA HILLS DRIVE WELDED TYP. 12 20:30' �� K,�CB�9Sj STq, =STA. 6+77.93 QUAKING ASPEN P.C.C. (2000 PSI) 0 DELTA RADIUS LENGTH TANGENT OWNER / DEVELOPER Underground Service Alert �0 129 ¢ H r9 ST 9 � s� q DIAMETER � DA 24°33'10" 306.00' 131.13' 66.59' F E ro Call: TOLL FREE NOTE: PAD=68.0 gTF,Qo 25 „ » 1/2" x 2" STEEL STRAP PER PLAN g 14'37'26" 45.00' 11.49' 5.77' 0 -WM D -800 6 q` ,7 DIAMETER PLAN WITH 3/8" BOLT C 69'51'53" 45.00' 54.87' 31.43' H IS THE DEPTH OF INLET OF AQ 19 . C.M.P. RISER INLET DETAIL O HOMES 227-2600 CATCH BASINS MEASURED FROM Fz6 DEBRIS RACK DETAIL NOT TO SCALE 31 OD 10*19'52" 486.00' 87.63' 43.93' 5740 FLEET STREET, SUITE 200 TWO WORKING DAYS THE NORMAL GUTTER FLOW LI N E SO AT RACARLSBAD, CALIFORNIA 92008 BEFORE YOU DIG TO INVERT OF OUTLET PIPE. NOT TO SCALE DE 56'54'48" 22.50' 22.35' 12.19' TELEPHONE: (760) 603-8001 NOT COUNTY MAINTAINED F 01°22'21" 486.00' 11.64' 5.82' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 25251 - 1 I P 020150 SHEET N0. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN Q?,OFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN COUNTY OF RIVERSIDE GRADING ENCROAC PERMIT HMENT HASIB END ISOSUED. `��o�� A 0%S F� APPROVED BY: ��``�P�� A S�i9lF2 RIVERSIDE, CALIFORNIA STERLING U925031TE E OF NEWPORT RD.1& LNDEN ERGERERDTEgS;CTION SCHEDULE "A" 1 2 (909) 785 5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m ? m IN CAP WELL MON. STORM DRAIN IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 36/30 No. 25917 � ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * Z� d * Exp. 12/31/05 * PREPARED BY: R.C.E. N0. 25917 (1984) LATERAL "B 1 " OF 16 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE `r9� CIVIC ��P HA A. DATE sq CIVIC �� EXP. 12 31 05 SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE YOLU110N AND REVISIONS Of- CAO- CF -2y'03 TFOF CAS\F�� GI S�-�� DATE: ¢ -/�-o� » FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOM ED BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1 =40' V: 1"=4' RYLAND HOMES FILE NO. 9 3 �- JN589/02-10-03/589sip 12.dwg/S:40 TO BE PRIVATELY MAINTAINED BY H.O.A. TO BE PRIVATELY MAINTAINED BY H.O.A. TO BE PRIVATELY MAINTAINED 12+57.02 � M.H. N0. 2 0 , C, EXISTING GROUND ®� BY H.O.A. RIM=1459.90 Z FINISHED SURFACE OVER mi co= � STORM DRAIN e 820 �o 1460- FINISHED SURFACE �, EXISTING - 1470 C5_ � FINISHED SURFACE OVER M.H. N0. 4 C�66 A2 r� OVER STORM DRAIN GROUND ®� o� STORM DRAIN 1A65�9 RIM= 1466.34 00 y�s66 v 1465- - 1465 1465- 100 YR HGL- 1465 = 100 YR. HGL m 746, �OQ 1455- tis�� - 1465 6 1460. X / o yC>> 8" wq9 e0r �pQ 605� 6 Cq G�- c� ,0 0�06 8 yA 7°g o Q`Z<v �o�� / - p�`L 100 YR HGL ,��`��Q _ _ - / 2ao O 1460 �� G� 1460 1460 6oti� S=O.0O40 60 1460 o 1460.4 BOT. c�iQ °` y 30 roo8" WATER / ��o�J + o � „ --� . . Q 00 =26.2 C.F.S. 1450- v 36"9PIPE P SNG� LO �- - 1460 1456.84 INV. 24 S=-0.0240 ' S195 �G� > Q 100=5.4 C.F.S. / `-' 1457.34 INV. 18" H�87 V MAX -10.9 F.P P.S. S W °` �� z V Ln 100 =3.1 F.P.S. M�SB , 458�, • W 1455- �45 .6 - 1455 1455- `�� zLu Ln - 1455 100 YR. HGL ��p' S NV /8" ''-' 'z Q = 8" SE rOP a 1454 60 I a z I I ��,� I I , cn w�R � ,N� STR�� I � � w P s - 1455 w r w INSTALL 13.92 L.F. 1445- 1ti `� �F�1 I I IDENTICAL POINT 0�96 x/ + c W m w �, N � m „ �1°`�`�' 30 S�0 �s c� d w w Z m Z o Z 6.08 18 RCP (CL I I - - I Q =73.5 C.F.S. z N 1450 z > M m m > 1450 1450- 1450 II Q10o - V =15.8 F.P.S. Z � M � � o � o � o Z LATERAL B20 tic -99.2 C.F.S. 100 N Z + ,n N Z 99 II I MAx = w > U-; � (6 � ow 1440- �� V MAX =19.0 F.P.S. � z + � + Ln +I a HORIZON: 1"=20' `�' II �� P V - 1450 yG� s�0 ( I �� I \Q/ 1oo =77.9 C.F.S. ' rn o o o VERT: 1"=4' V MAXQ N T INSTALL 49.44 L.F. O 17.9 F.P.S. ~ o+ � 24" RCP CL REMOVE 59.53 L.F. U p „ m 'z OR 24 C.I.P.P. (TT=3") �� OF EXISTING 42 - PIPE AND 42" CMP » �� TO BE PRIVATELY MAINTAINED RISER LATERAL B 17 / / o w + �n w w BY H.O.A. 1435- 32¢ w � w w - 1445 HORIZON: 1"=20' FINIS ED SURFACE OVER w ^ z a z � z VERT: 1"=4' STORM DRAIN 10+06.90 I `'' Z °' Z w > m > w > m > w > m > 1 n Cn Q 1oo =99.2 C.F.S. m z LO z r z n z z z ao ,.�, COn rn - - (14-30.39) '� `-'-' m � co n o - co o "� ro a' � CO N N rn M r- \C = �ci DO�` I U > 0- n N V MAX -25.4 F.P.S. o N N O F/ INV. ELEV. S w z a- + .� + � ^ co 00 d + U) + � + � + Ln + Ln + � 1430- Lno � � � � � � M 2 .� - 1440 1428.64 m z � N �? z m z INSTALL 138.86 L.F. am - 1 INSTALL 228.42 L.F. " > un � - - 42" R.C.P. (1100-D) 36" R.C.P. (1250-D) OR 36" C.I.P.P. (T=3 1/2") 1465 1459.9 TOP - 1465 o �; � r, 1461.0 BOT. „ z � � + Co rn + n `� U5 ) � INSTALL 64.62 L.F. INSTALL 48.66 L.F. 8" WATER ,�^� 18 PIPE 6,5�_o 1 o + + " 36" R.C.P. (1250-D) PROFILE SCALES NOT COUNTY MAINTAINED o 100 YR HGL `- o - o 35.50 L.F. EXIST. 42 R.C.P. (1100-D) o 42" RCP (1100-D) OR 42" C.I.P.P (T=4") OR 36" C.I.P.P. (T=3 1/2") H 0 R I Z. 1 "=40' E"1•29 011 61, p1 VERT. 1 "=4' 0 �G`'. . . HGL -60.91 L.F. EXIST. - 1435 10+00 42" RCP (1700-D) 11 +00 12+ 00 13+ 00 14+ 00 15+ 00 16+00 1460 s,, - 1460 0�`�6° 5'0 0120 1457.3 BOT. THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE 1456.69 I 24" PIPE ,4 L o �s 1456.2 TOP E � � X� PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 -1 /2 OVER THE INV. STRUCT. „ �C'AT �� X °� � REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE 8 SEWER 4 8' E o m° �� CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL CBE f'c=5,000 PSI 1455- - 1455 r) r) r� / C J C fir) 72' 4 ^ Z Q�� s = PSI FOR - F. > > J JJ J J J�J / 32• 4 , ;' � 'y FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f c 6,000 S 0 Q 100 -3.9 C.I .S. 4 �� b s9 �j VELOCITIES EXCEEDING 30 FEET PER SECOND. V 100 =3.0 F.P.S. z � 't °- >z =22.5 C.F.S. 3 �o E0 o 0 2' W �i rr EXIST. 10' C.B. 12 N o + ^ wm CD C � � w� o Q 100 '�' �* 'L' V 100 =7.2 F.P.S. EXIST. 84" PIPE �� "�Q 1 66 s S MAINTENANCE NOTE: DIMENSIONS: z z LINE "B° STORM DRAIN 1450-w 2.95' 2.09' w co - - '� 450 PER R.C.F.C.D. 1 95 PAD=72.7 �F DWG. NO. 4-562 / � ,� �� "61 ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET "A" BARS 161 162 27 oXo-I� 165 o1 6- sy ° STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE INSTALL 17.27 L.F. INSTALL 24.41 L.F. `� Fo `�' G PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE �• >• NUMBER SIZE " 24 PAD=52.7 _ ��P�° s� PAD=70.6 °' °° , koo �' D H B 18 RCP (CL_ 24 RCP (CL '- PAD-55.7 �' �' �P4 164 ti`' s STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME OF BARS OF BARS 10+001 42 SD 1 T L_3524, xh�`ohh� o � P. PAD=64.2 �9 ° x OWNERS ASSOCIATION FOR THIS PROJECT. LA'T E R A L" B 18 " LATERAL" B 1 995 48 12" 8" 18 #5 `' °' HORIZON: 1"=20' HORIZON: 1"=20' 163 � X 11+ (,SRO , ��fix`'x��' 0 . \\ tx� / :„ .'°, 0 42„ 12„ 8„ 16 #5 o' VERT: 1"=4' VERT: 1"=4' PAD=61 .0 °�%��X�'��° QQ��` 29 h�o 'os� ��'`oo D ° o °� ' o _ 25 30„ 9„ 6" 14 #5 30 _ �.�9o�,%� r �P CONSTRUCTION NOTES INT. 10+00.00 QUAKING ASPEN A 9�0p >> 4,`�0�^,. .;� o� �` `' 1ti oo �� 24 9" 6" 12 #4 =STA. 31+80.43 ALDERGATE DRIVE Q�/A 32 `� ��"��gyp', 0I �V �� ,,�`°' 0`�'` O� 20 INSTALL 18" R.C.P. (CL 14 KING A ''�`� �'�� h`' ��0`�� 125 21 INSTALL 24" R.C.P. (CL � OR 24" C.I.P.P. (T=3") 18" 6" 6" 10 #4 p "� O �� k ., n n „ ° ,`` �'/`' ' ti� IQ, o� 23 INSTALL 36 R.C.P. (1250-D) OR 36 C.I.P.P. (T=3 1/2 ) 84 S.D. a. , 17.74 24 S8 ov' c� ,,ti'`� D �' PAD=73.0 „ „ AS - BUILT �I 4 / G> 24 INSTALL 42 R.C.P. (1100-D) OR 42 C.I.P.P. (T=4 ) SEE DEBRIS RACK 25 CONSTRUCT CURB INLET CATCH BASIN PER RIV. C 0. STD. NO. 300 DETAIL HEREON EXIST. 7' C.B. - � A 00 p �� l.� „ CORRECTIONS NOTED --� ��'' � F� �O � .o (W & H SHOWN ON PLAN). LOCAL DEPRESSION PER RIV. CO. STD N0. 311 � 18" S.D. 1 g6 C l�s oo , , 20.28' �°" 23 � 126 26 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. NO. MH 251 1/2„ x 12" (MAX.) SLOT OR SIC'!")ATUt:P: �- -07 44' EXIST. 4' C.B. '9� ��5, �o o \ �x (L & H SHOWN ON PLAN) 1/2 TO 1„1/2 DIAMETER HOLES, „ 12' 44' /�/ FiQ `� Oo , 20 PAD=71 .0 27 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. NO. MH 252 10 TO 12 ON CENTER AND STAGGERED. H" 32' 32 12 `3a-_ ' � " �I �o B \ oa � /��oo h� (L, D, & A SHOWN ON PLAN) ° ° ° ° A L� 160 26 loxs �6''' �8'' `� B _ 1X 1 27 �U' �ifJ 28 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. N0. MH 254 ° ° ° RIM PER PLAN ERG �9 �/ �° L, C, D, A, ETC. SHOWN ON PLAN) ° ATE PAD=54.0 zx °F� 2 C 23 s �� ( FG TANGENT DATA DRIVE q My>>,8 &� 02 ,ox �s0o, �� C PAD=70.0 �' 29 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. & W.C.D. STD. ° ° ° ° ° g �¢S• 'I'0 ST /ryT 279 x E 21 �� Q,, �� NO. TS 303 (L, C, D, A, ETC SHOWN ON PLAN) BEARING DISTANCE � � ' ' / STq /'/p /9 P �"�� 0' 30 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. M 803 �i �x �10 C.M.P. 16 GA. e�s� o F Q ��. 1 28 q�,'� 9�� 1 �Q 32 REMOVE EXISTING STORM DRAIN AND/OR INLET STRUCTURE ( ) N14°11'27"W 7.94' 159 /gry 25 N 6 PAD=68.0 c°�'�3 �� os� �* �' „ „ SIZE PER PLAN A °^ ' ' �, s O NO SLOTS OR HOLES PAD=61 .5 �'x88 /� F�'6°?,. �,,�sT9�A� " B DIAMETER BELOW FINISH GRADE © N1021 43 E 59.05 /�'0 8S p o so'' Fs STEEL PLATE 1/2 THICK „ \_STORM DRAIN © N 40`44'17"E 23.91' SCALE: 1 = 40 s6�, 20 ' 28 6" o0 21 �Ox��q�� s,, "A" BARS EQUALLY SPACED----- �_ D❑ N63°47'44"W 112.51' 158 60 ��x �2�x o26Fc �� '' ,�s�� INV. PER PLAN 6 CURVE DATA 0 20' 40 80 120 160 PAD 64.5 0' 30 �8 B s H 12" 20, 0 2�x) ST �jA, INT. 27+37.57 PANORAMA HILLS DRIVE WELDED TYP. 2030 �o� Bs9ST STq =STA. 6+77.93 QUAKING ASPEN P.C.C. (2000 PSI) $„ ;,p;, 8„ O DELTA RADIUS LENGTH TANGENT OWNER / DEVELOPER Underground Service Alert 129 y�6 STq DIAMETER OA 24*33'10" 306.00' 131.13' 66.59' 0 25 PER PLAN BEFORE y, PAD=68.0 �/ FiQq »D„ 1/2" x 2" STEEL STRAP © 14°37'26" 45.00' 11.49' 5.77' D P�� o °ate Call: TOLL FREE NOTE: 06�6, WITH 3/8" BOLT _RYLAN 1 -800 " H" IS THE DEPTH OF INLET OF ' �79�. ' > 99 DIAMETER PER PLAN C.M.P. RISER INLET DETAIL © 69°51'53" 45.00' 54.87 31.43 HOMES 227-2600 CATCH BASINS MEASURED FROM Fz6 DEBRIS RACK DETAIL NOT TO SCALE 31 OD 10*19'52" 486.00' 87.63' 43.93' 5740 FLEET STREET, SUITE 200 TWO WORKING DAYS THE NORMAL GUTTER FLOWLINE SO'' AT RACARLSBAD, CALIFORNIA 92008 BEFORE YOU Dlc TO INVERT OF OUTLET PIPE. NOT TO SCALE DE 56°54'48" 22.50' 22.35' 12.19' TELEPHONE: (760) 603-8001 NOT COUNTY MAINTAINED F 01°22'21" 486.00' 11.64' 5.82' NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE C SL ENGINEERING, INC . TRACT 2 5 2 51 - 1 I P 020150 SHEET No. SHALL NOT COMMENCE UNTIL AN QROFESS/ON TRANSPORTATION DEPARTMENT QROFESS/0N COUNTY 0 R I V E R S I ® E ENCROACHMENT PERMIT AND/OR A �O A 0 �� O A. q 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ,� GRADING PERMIT HAS BEEN ISSUED. �o Ty 4� �o s� � 2 APPROVED BY: �, �P �y F� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE "A" THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR L�jY m ? rZ,, IN CAP WELL MON. STORM DRAIN IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 � No. 25917 ELEV.- 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * Z� d * Exp. 12/31/05 * PREPARED BY: R.C.E. N0. 25917 (1984) 09131 99 of 16 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J'j HA A. DATE s LATERAL MARK BY DATE APPR. DATE 9T CfV�L ��F 9T CIV�� \P EXP. 12 31 05 SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND F p� &(-111'°/3 F U 5�,.. � -/7-0� FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF CA1-\F OF CA0� DATE: H: 1 =40' V: 1"=4' RYLAND HOMES FILE No. 93 �- ENGINEER COUNTY RECOM ED BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI - JN589/02-10-03/589sip 12.dwg/S:40 TO BE PRIVATELY MAINTAINED BY H.O.A. R/W TO BE PRIVATELY MAINTAINED BY H.O.A. W oN o w o& Z O N r- r- O& IR C> Z 2 N n e O LO= o o i .IU Oco. 011 5g10 185- - 1485 I, c oo 3n \ ago Lp to N - N II w G3� to N O 2.0' DEBRIS oo N a to STORAGE m�d- 1485- o �o ° - 1505 1480_ + o�-1480 z FINISHED SURFACE 1�0 �P� 1505.00 , na: OVER STORM DRAIN FG �, 76.73 c yc� �2 c HGL ?. 1480 S=0.0200 - 1500 1475- M 1475 N S=0.0600 N 99)3 5=0.02(30 >> 1474.5 O / c-0 o hG �- y �� 1.5 DEBRIS 72.67 FG 00 N 100 YR. HGL CD EXISTING I r G'l STORAGE r m oo rGROUND ® � I S,p,02pp Q �o�'�w 100 YR. HGL HGL + O z + I I / �4 �� . . . 1.65 (n N o �, 8' 2 B r ��`.tiQ\QK, S0.080 HG 1475- �- o ao - 1495 1470 qn. °. S� - 1470 06 00 W S �'� S o0 0 6� Q = � � C5 � hG( I 2 68 100 YR. HGL 1 ± 66.33 �� yc�, N HcL 1yt6S W I S-0.0132 F' T 1470- w w ` 1490- GPI - 1490 1465- �h 84 sF8 ro"0 - 1465 �' �\ 4 66 �-- c�. Z S yG U�= S_p 0160 1486.3 BOT. _I-IW o o z V 8" WATER / o+ -:; m 1465- ~ 2aQ 1485- 1485.3 EP N Q Q � � w: _a - W 1460- � m � } � -1460 w Q ,.=58.8 C.F.S. 30 p1 Q ,.=58.8 C.F.S. w z z m Z 0- o Z o 1� O `'k' VMAX=21 .5 F.P.S. p6�1Z VMAX=19.5 F.P.S. Z °° z �`„ 'z w z C U-ieq q C) � �, � O N w m w a S W a ,nZ � o ooNZ NZ a_ + � oto o � a a a a O + � + � � O 0O N O c1 Z Z 1460- o C 1480- o + � N INSTALL 98.79 L.F. N + 1455- m > Z > W > _ W > m > m > - 1455 wM °W° Z WZmZ wZmZ Uj �' �- 30" R.C.P. (1750-D) N � C4 00Z ,°° ^ _ m _ Qoo o -14.8 C.F.S. Z Z , =14. Z Z _Z r- - N w ''' - N - rn - co - "' - - OR 30" C.I.P.P. (T=3") o ' ' VMAX=12.4 F.P.S. °' o to "' VMAX=7.0 F.P.S. o o `p `1' `o M I W ,C �t O N N O 00 r- N t� M M � 00 tD Lo CA 0n O p N INSTALL 228.42 L.F. to o � oo � q LO ^ + CD + � + � + � + M + o^ -ItO N � N ' M �# 36 R.C.P. (1250-D) + ca m + c� + co + co + Oo + Oo + PROFILE SCALES INSTALL 5.00L.F• INSTALL 97.89 L.F. INSTALL 156.36 L.F. ro n CO �' Cfl � i� � I� � O �# O � Cn � » > OR 36 C.LP.P.(T=3.5 ) INSTALL 86.09 L.F. - INSTALL 235.87 L.F. INSTALL 245.12 L.F. H OR I Z. 1 =40 ro 30 C.M.P. (12 GA.) 30" R.C.P. (1750-D) 30- R.C.P. (1750-D) 30" R.C.P. (1750-D) VERT. 1 "=4' NOT COUNTY MAINTAINED 24" R.C.P. (CL. I� 24" R.C.P. (CL. I� Q ,00=73.5 C.F.S. INSTALL 21.31 L.F. J OR 30" C.I.P.P. (T=3") 1 0+00 11 +00 12+00 n 13+00 INSTALL 40.60 L.F. VMAX=15.8 F.P.S. 16+00 17+00 18+00 19+0030" R.C.P. (1750-D) 2 0+0 0 21 +OO 22+OO 23+00 24 R.C.P. (CL. 12)THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE DEBRIS BASIN PER PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 -1 2 OVER THE ROUGH GRADING PLANS 26 THE ORCING WHEN NCRETE DESIGNE DESIGN STRE STRENGTH ENOCITIES TH SE REAEXCEED ES SHALL BE PER f'cES�oo LOT 191 = INT. 13+14.66 FEATHER HILL DRIVE N LOT 199 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 PSI 26 31 �, (OPEN SPACE) INT. 10+00.00 FEATHER HILL DRIVE -STA. 10+00.00 HIGHWOOD COURT 26 (OPEN SPACE) FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. =STA. 24+19.03 PANORAMA HILLS DRIVE z- 42" C.M.P. RISER 31 ``.�S SECONDARY P= s' W `�' U N�� 23+10.67 `, 1�5�0 �'� + �°' p AN S __ - 1507.0 RIM P` �` DRAINAGE f =o cc) � _ + M 26 0 �* � + 1505.0 FG r` ESCAPE P �, .; �, �Pr\�� Z� �`�',+ 31 - N n�, �+ DEBRIS BASIN PER ````Q�P f\�F' �`r w 21 0 ,��o 30 PAD=94.0 ^ 37 33 ROUGH GRADING PLANS P p.` QR � N 2 / Q P� °�PN z��' PAD=85.5 33 34 35 PAD=09.0 �o 28 PAD=88.5 PAD=97.0 - 36 gyp o H E 29 - 23+02.17 ECG o PAD �P SE .k6o cn PAD 02.0 c, o v, PAD=77.5 PAD=04.5 PAD=08.0 31 42" C.M.P. RISER �2� INT. 16+40.27 FEATHER HILL DRIVE �0 115.00 43.g3 �0 -4 PAD=80.0 ' ti0 y L=62.00' L=62.00' 1507.0 RIM =STA. 10+00.00 SUMMITROSE DRIVE 1 o 2� L=62.00' 56.53' 1505.0 FG PAD=78.0 169 63.0o' C o + � L=62.00' 63.00' L-19.62' +00 12 r 25.77' L=17.8714.76' 26.28 PAD-78.0 9' 1s.a2 19`to E za+ - � G 2 srnON 21 33.3 - - F 38 - 29 1 + _ - I_ - _ N32 25'05"E 6.65' 21+00 r - 00 ' 13+0 `�' 12+ 22 # f ,�. 28 _ sm� - 22 - _ AD 80 14 2+0 _ HILL _ - _ P - 0 P 5 { jk 22 I 15±00 , s+oo 7 ? AD 78 D 77.W 26 11+06.81 PRC ` 168 22 :��ER s D lvE . _ m PAD=75.8 FE L=91.97' �� D 23+53.13 ST. STA. o t INT. 10+00.00 FEATHER HILL DRIVE , B , M.H. N0. 1 0 INT. PIPES >�, �d, 85.27 �g 16+15.08 LAT. 16+15.08 "B1" L= 4% H= 4' i 21 =STA. 24+19.03 PANORAMA HILLS DRIVE L=92.81 �� 67.52 Z g _ _ =10+00.00 LAT. B21 84.95' w 29 TS NO. 3 33.39, - - _. a 39 . W A=45;, o �o, . : F 33.39' J B=24 x �'` 9' D,=30", D2=36" �� moo. 1 23 SECONDARY 11 168 PAD=08.8 J .- C-6.50 167 109 DRAINAGE -i _ PAD=75.8 0 m 124 PAD=95.0 10$ � 2 L=7.00 PAD=96.0 ESCAPE ELEV. R= 1465.33 PAD=74.8 S PAD=74.0 PAQ=04.5 107 - - w ELEV. S= 1465.27 23 15+83.72 PRC �1 _ Er 15+80.24 BC A =24+90.81 ST. STA. 3 2O, ,i 10+26.39 PRC 1 00.0 _ Q J +92.34 ST. STA. H I G H W O O D PAD=08.0 ' 24+32.48 ST. STA. E _22" - _ir Of W 24 1 O' � MATCHLIN E STA.= 15+80.24 BC COURT �� SEE SHEET 12 SSE 10+13.07 BC ,'�R � INT. PIPES W J U M M 10+00.00 LAT. "1�21; A o CURVE DATA S pRly E 29 =16+51.08 LAT. B1 4- NO. 33.39 W ATRA > > > DELTA RADIUS LENGTH TANGENT STORM DRAIN MAINTENANCE NOTE: A 4 3 167 J �i ` n e O ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET D-230" D2-36" _ N 124 �� 7 STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE ,= - PAD 74.8 h OA 00'30'22" 394.00' 3.48' 1.74' PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE L=7.•pp 23 PAD=74.0 © 60'04'45" 90.00' 94.37' 56.73' STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME ELEV. R= 1465.33 OWNERS ASSOCIATION FOR THIS PROJECT. ELEV. S= 1465.27 P 87u, © 15*12'45" 906.00' 240.55' 121.15' A)14 P D 65*10'39" 90.00' 102.38' 57.53' CONSTRUCTION NOTES pgYA 1 O 7 CONSTRUCT DRIVEWAY APPROACHES PER RIV. CO. STD. 207 I-A lropwc BLS OE 16'57'52" 45.00' 13.32' 6.71' `" 21 INSTALL 24" R.C.P. (CL. IV) OR 24" C.I.P.P. (T=3') SEE R'4l OWNER / DEVELOPER Underground Service Alert .. TANGENT DATA 22 INSTALL 30" R.C.P. (1750-D) OR 30" C.I.P.P. (T=3') SNEER. �e F Y OF 11 41 42 394.00 80.42 40.35 23 INSTALL 36" R.C.P. (1250-D) OR 36" C.I.P.P. (T=3.5') 2 Call: TOLL FREEjoe WMD - © 83 07 54 45.00 65.29 39.90 ❑ BEARING DISTANCE 26 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. NO. MH 251 " 1 800 ,� -(L & H SHOWN ON PLAN) HOMES 227-2600 SCALE: 1 = 40 O 55'36 37 45.00 43.68 23.73 ❑A N89'20 03 W 13.07 29 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. & W.C.D. 5740 FLEET STREET, SUITE 200 TWO WORKING DAYS STD. NO. TS 303 (L, C, D, A, ETC. SHOWN ON PLAN) AT RA CARLSBAD, CALIFORNIA 92008 BEFORE YOU DIG OI 01'27'48" 906.00' 23.14' 11.65' © N00'55'59"W 95.74' 31 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET 12 TELEPHONE: (760) 603-8001 0 20' 40 80 120' 160' O 19'57 53 90.00, 18.85 31.36 , N32'45❑ 34„W 8.50 33 INSTALL 36" C.M.P. (12 GA.) NOT COUNTY MAINTAINED C NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER C SL ENGINEERING, INC . BENCHMARK: TRACT 25251 - 1 I P 020150 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pyl " COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A ��,o A,- 0Ty' ��P�� A. Scq F 11651 RIVERSIDE, RLING CALIFORNIA AVENUE, SUITE E OF NEWPORT RD.1& LNDEN ERGERERIDNTEAS;CTION �� 13 GRADING PERMIT HAS BEEN ISSUED. <v APPROVED BY: 2P �v2 �� 9tiy�� (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m c� ¢ ' m IN CAP WELL MON. STORM DRAIN IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 36/30 W_ No. 25917 ELEV.- 1425.301 FOR c IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL Exp. 6/30/06 ��_ ` Exp. 12/31/05 PREPARED BY: R.C.E. N0. 25917 (1984) " �� OF 1 V SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE sj * K D A. AN DATE s * LATERAL B 1 & LATERAL B21 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9T�. CIVIL o��\P Ily- _ q��, CIVIC o��\P S EXP. 12 31 05 SCALE: TY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY of CAO� REC NDED BY BOYLE ENGINEERING DATE OF CALIF RICHARD A. CIANNI DATE. ¢ /7 6-7 H: 1"=40' V: AS SHOWN FOR: RYLAND HOMES W.O. FI�ENNO. N589/03-10-03/589sip 13.dwg/S:40 TO BE PRIVATELY MAINTAINED BY H.O.A. R/W � TO BE PRIVATELY MAINTAINED BY H.O.A. W ©Ln O W o� Z: ocn r-- r- Z ��°.0 '+ N �� - 1510 1485- � Ln - 1485 I0 N o1 o � co �, car �� o`° 07'g3 Z o � N = HGL N co + C� Sri N cr_ O O 2.0' DEBRIS oo N 0 1485- o�p� STORAGE - 1505 1480- + - 1480 Z FINISHED SURFACE 1��`��P��-� 1505.00 ,Q> baf OVER STORM DRAIN FG �, 0 76.73 m 0 c HGL � 1480- N I �� S=0.0200 - 1500 1475- 0 1475 • S=0.0600 N 9g>3 S-p.02p0 n 6' >> ' 72.o714FG.5 O / c� o yG, � ti �� 1.5 DEBRIS 00 N o m GROUND ® I Op C r �, cl STORAGE HGL 100 YR. HGL o � /� I S=p•02 r o " Z + I� 1�6 `Q `� �� 100 YR. HGL 0 71.65 (0 z o - - 6 �`ti �Q`v 5-0.0080 HG 1475 _ do o0 1495 1470 �q� °T ��tK Q -- s-o 0080 �- - 1470 W S c� S o - Qm CO o 0o un (All �o c / 100 YR. HGL I + rn A �6 �, = N 66.33 W Q I HGL S=p.013 , '° ��j 1470- w ��❑ �� ' 1490- GPI - 1490 1465- �h s 8 Top - 1465 Z U� ti�❑6� ��o�� p66o m 41 F R �, >z 146 S �G �� o - U yG� = S=0 0160 1486.3 BOT. _Q o o ` `'� Z V / 8" WATER o °�' w 1465- Q s=p p2ap roe 1485- 1485 3 TOP a_ � uj 1460- m + cc - 1460 6 ,� Q ,00 =58.8 C.F.S. 30 PIPE Q ,00=58.8 C.F.S. � w Z z m z z o VMAX=21 .5 F.P.S. ❑ 06°° VMAX=1 9.5 F.P.S. 0 0° Z W Z c� o o N O o 0 W Z W Q. Z - N - m W uj N CD + Co W j � j W > r7 W W W LIJS W �n Z o 0 o c� Z car Z + o+ o a_ � � E a_ W C4 O O C� p 0 C p 1460- o � 1480- o + N INSTALL 98.79 L.F. "' + rn + rn 1 455- m _ z j W j _ w j m j Z j - 1 455 z > o m j w j W j z W U > c " N N Z 100 W Z m Z 100 Z Z W Z Q -14.8 C.F.S. Q -14.8 �'-' z w� z z m z ``' z' °° 'z '`' z 30 R.C.P. (1750-D) 0 - r- _ � - o „ � N ,,, � � toC-4 m - � �, OR30" C.I.P.P. (T=3") � � VMAX=12.4 F.P.S. a' � ob � VMAX=7.0 F.P.S. oM � � oN INSTALL228.42L.F. � o �" N oo crio � o r; N � � r�irn C) ood ood � Oi � Oi o " � co N � O r-- r- rrj � rrj n + co + co + co + co + to + r� o dt CV dt N � rM 36 R.C.P. (1250-D) + co oo + co + co + co + oo + oo + oo PROFILE SCALESINSTALL 5.00L.F. INSTALL 97.89 L.F. INSTALL 156.36 L.F. OR 36" C.I.P.P.(T=3.5") `2 INSTALL 86.09 L.F. INSTALL 235.87 L.F. c INSTALL 245.12 L.F. 0. 1 H OR Z. 1 "=40' " 30" R.C.P. (1750-D) 30" R.C.P. (1750-D) 30" R.C.P. (1750-D) VERT. 1 "=4' 30 C.M.P. (12 GA.) NOT COUNTY MAINTAINED 24" R.C.P. (CL. IV) 24" R.C.P. (CL. ly) Q ,00=73.5 C.F.S. INSTALL 21.31 L.F. J OR 30" C.I.P.P. (T=3") INSTALL 40.60 L.F. 16+00 17+ 00 18+ 00 19+ 00 30" R.C.P. (1750-D) 20+ 00 21 + 00 22+ 00 23+ 00 10+ 00 11 + 00 12+ 00 24" R.C.P. (cL. � 13+ 00 VMAX=15.8 F.P.S. � THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE +� DEBRIS BASIN PER PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 -1 2 OVER THE ROUGH GRADING PLANS REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEE PER SE7COND. 26 - -- LOT 199 THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL, BE f'c==5,000 LOT 191 = INT. 13+14.66 FEATHER HILL DRIVE N PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f c=6,000 PSI 26 31 , (OPEN SPACE) Z INT. 10+00.00 FEATHER HILL DRIVE =STA. 10+00.00 HIGHWOOD COURT 26 U N N� (OPEN SPACE) FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. =STA. 24+19.03 PANORAMA HILLS DRIVE W m 23+10.67 �j 1� +a, p 00 DC �Z 'z' 42" C.M.P. RISER 31 \�� SECONDARY ❑Ln ��`' 26 32 �� + �� 1505.0 FG p,MP� ESCAPEDRAINAGE _ J + M �, ±�,� DEBRIS BASIN PER w`OR \� � 110 w 21 3 1 ' O ROUGH GRADING PLANS R + �y �z �. ❑ 30 PAD-94.0 33 37 33 P P o �y o - y�y P P �y'P�`�� 28 =off PAD=85.5 _ 35 ry 27 N �y PAD=88.5 34 PAD-09.0 �,�, 29 PAD=97.0 PAD=02.0 _ 36 23+02.17 EC �❑' o PAD-78.0 00' 4 , H PAD=77.5 PAD-04.5 PAD=08.0 31 42" C.M.P. RISER �2. Z INT. 16+40.27 FEATHER HILL DRIVE 170 A PAD=80.0 301 L=62.00' L-62.00' 1507.0 RIM =STA. 10+00.00 SUMMITROSE DRIVE 169 L=62.00' 56,53' 1505.0 FG PAD=78.0 N � ,� X 63.00' C L=62.00' 63.00' 26.28' L=19.62' 0 12+00 PAD=7 8.0 2 =16.82 -- _.-- -��-�- 19+00 25.77' L=17.87 14.76' J�� G 2' AR NNS00N 21 � �1 33.39' 20+00 �"' 3 g 2 9 18+00 _ _ N32'25'05"E 226.65' 21+00 ❑ r � �� PAD=8 0.3 _ PA = .7 169 28 12+00 - - -- - -- _ 22 D 09 o +oo C 22 HILL 1 22 14+o�O 5+00 - 2+0 _ s o0 7 \`�� PAD=78.0 PAD=77.5 22 168 ER AT N � ❑ D 26 11+06.81 PRC RIVE D F E 23+53.13 ST. STA. _ iZ INT. 10+00.00 FEATHER HILL DRIVE PAD=75.8 B L=91.97' �� M.H. N0. 1 0 =STA. 24+19.03 PANORAMA HILLS DRIVE INT. PIPES - >�; _ �d, 85.2T y1a L= 4', H= 4' = 21 16+15.08 LAT. 16+15.08 "61" L=92.81 H �� 67.52' V- =10+00.00 LAT. 821 84.95' CA 29 TS NO. 3 33.39' .. _, 39 A=44" �� ' - 1 6 8 F 33.39' J �o O 123 r o PAD=08.8 _� r- D,=30", D2=36 SECONDARY o I 109 PAD=75.8 - ❑6•00, 167 0 124 PAD=95.0 _ 1 08 ESCAPE GE -- r � 1 _ PAD-96.0 107 Esc E _ J W J 10+26.39 PRC 10"00. - ir� Q LL ELEV. R= 1465.33 PAD=74.8 � � PAD=74.0 PAD=04.5 - Ld ELEV. S= 1465.27 23 � � A 15+83.72 PRC rn11 30� 15+80.24 BC =24+90.81 ST. STA. =24+92.34 ST. STA. H I G H W O O D PAD=08.0 2p' ❑ ' 24+32.48 ST. STA. 10' ❑ 22 20� w TCHLINE STA.= 1 5+80.24 BC COURT 11 w w MA SHEET 12 „ „ A SE 10+13.07 BC Q Q S - BUILT PLAN O INT. PIPES L e �r SEE T� 10+00.00 LAT. �21„ , A �� LWi J COAAECTI /l Iv CURVE DATA So MD��v E 29 =16+51.08 LAT. B1 33.39' O N S NO0. TED STORM DRAIN MAINTENANCE NOTE: TS NO. 3 `L " ? ' ❑ DELTA RADIUS LENGTH TANGENT A=45, 167 " �' '�arur^E: 4 ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET B=24 " 2= u' 124 D,=30 , D 36" PAD=74.8 , AT RA 1 , , , STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE d- ❑ 00°30 22" 394.00 3.48 1.74' PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE L=7.00' 23 ❑ PAD=74.0 ❑ 60'04'45 90.00, 94.37' 56.73' STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME ELEV. R= 1465.33 `' OWNERS ASSOCIATION FOR THIS PROJECT. ELEV. S= 1465.27 890, P c❑ ❑ 15*12'45" 906.00' 240,55' 121.15' ANOR D 65*10'39" 90.00' 102.38' 57.53' CONSTRUCTION NOTES pq Mq M/ „ ❑ CONSTRUCT DRIVEWAY APPROACHES PER RIV. CO. STD. 207 �ATER�VE ��S OWNER / DEVELOPER Underground Service Alerf ❑E 16s57 52 45.00' 13.32 6.71 22 21 INSTALL 30" R.C.P.INSTALL 24" R.C.P (1750vD00R 30" CPI.P.P(T T33' SEE SNq� B ❑ 11 41 42 394.00' 80.42 40.35 TANGENT DATA � ( ) ( - ) 12 BEFORE ro 23 INSTALL 36 R.C.P. (1250-D) OR 36 C.I.P.P. (T=3.5 ) ,,., o GO Call: TOLL FREE YLMD �P �' - ❑ 83°07'54" 45.00' 65.29' 39.90' ❑ BEARING DISTANCE 26 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. NO. MH 251 " 9 ' 800 " -(L & H SHOWN ON PLAN) HOMES 227-2600 SCALE: 1 = 40 ❑ 55°36'37" 45.00' 43.68' 23.73' A❑ N89°20'03"W 13.07' 5740 FLEET STREET, SUITE 200 29 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER R.C.F.C. & W.C.D. R A TWO WORKING DAYS OI 01°27'48" 906.00' 23.14' 11.65' ❑ N00°55'59"W 95.74' STD. NO. TS 303 (L, C, D, A, ETC. SHOWN ON PLAN) AT Flj CARLSBAD, CALIFORNIA 92008 BEFORE YOU Dlc 0 20' 40' 80' 120' 160' 31 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET 12 TELEPHONE: (760) 603-8001 O 19°57'53" 90.00' 31.36' 18.85' ❑ N32°45'34"W 8.50' 33 INSTALL 36" C.M.P. (12 GA.) NOT COUNTY MAINTAINED NOTE: SEAL-COUNTY SEAL-ENGINEER -EG BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE C SL ENGINEERING , INC . TRACT 2 5 2 51 - 1 I P 020150 SHEET NO. SHALL NOT COMMENCE UNTIL AN Q?,OFESS/p4, TRANSPORTATION DEPARTMENT Q�OFESS/p ENCROACHMENT PERMIT AND/OR A ��0�� A, 0 q� �p �a A. sNq� 1 1 651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE 13 GRADING PERMIT HAS BEEN ISSUED. ,4, y� F� APPROVED BY: �� sP ci9 c� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 SCHEDULE "A" (909) 785-5122 * FAX (909) 785-51 80 IRON PIPE & TAG MARKED COUNTY SURVEYOR I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR cD Y Z mLj ? IN CAP WELL MON. STORM DRAIN IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 36/30 � No. 25917 ELEV.- 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 mil= G Exp. 12/31/05 PREPARED BY: R.C.E. IN 0. 25917 (1984) " " " " of 16 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J� * K D A. AN DATE J' LATERAL B 1 & LATERAL B21 MARK BY DATE APPR. DATE 9j CIVI1 ��Q 9T CIV1L ��P EXP. 12 31 05 SCALE: FOR: W.O. COUNTY T RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS FG CPA1-101 -2 -O FOF 0� ❑/ ¢-/7 03 RYLAND HOMES FILE N0. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY REC NDED BY BOYLE ENGINEERING DATE CAL1F DATE: H: 1"-40' V: AS SHOWN RICHARD A. SCIANNI JN589/03-10-03/589sip 13.dwg/S:40 TO BE PRIVATELY MAINTAINED BY H.O.A. U a FINISHED SURFACE _ 1470- OVER STORM DRAIN y �? 1470 N O EXISTING GROUND ®� TO BE PRIVATELY MAINTAINED BY H.O.A. o � � Z + 1465- S�°° w - 1465- 1500- FINISHED SURFACE - 1500 3 o N I Z . w OVER STORM DRAIN 2 a- N °66� ^ V/ O � M Z � + 00 0 - - (� o o ^ � _ � N � w - - - `�- �19�5 - 1495 1460- w LJ 1460 1495 Nc cRouND h�, o Lo = hhZ� � � FG _ _ + ? 1N9�5 �-EXISTING GROUND ®� LO / 100 YR HGL J FINISHED SURFACE Ike _ 1455 OVER STORM DRAIN cl � 1�,�h�°O 1455 1490- - 1490 .- o+ HGL �� Ik o e� �P c' °66 1.20 BC I Ste_ Z7 O• tics I I ly I I 5. E 143805.74 INV. TOP N!449.9 -�- > P - 1450 1485- C 1� o m Lm > - 14851450- 3 s 6e �' �T , 0 06 1448.7 BOT. pip£ o + 1445.05 INV. 30" PIPE N LY) 1 I I 36" PIPE ^ N uj _ CL 1480 4 TOP o+ � a_ 1445.27 1NV. 36 PIPE (SLY) I I 8 Q_ I S--40 I I w z 0 s£ R Z m 1445- EXIST. 48" I I N w - 1445 1 m Z PIPE FLOW: m Z - 14-80 STORM DRAIN I p4p� m > o r Cn 00 Q,�-26.2 C.F S. 00 S Z M + . z PIPE FLOW: T � oq CD r- � � � � � ovi V=5.3 F.P.S. �4 4 Q,. =64.9 C.F.S. + REMOVE 68.00 L.F. + - z V 23.2 F.P.S. PIPE FLOW: '- INSTALL 129.82 L.F. INSTALL 67.08 L.F. " M p7pF ENV > a OF EXISTING 48 0 CD w � MAX- 30" R.C.P. (1750-D)" 30" R.C.P. (1750-D) 1440- N PIPE AND ER" CMP o Q/ ��=64.9 C.F.S. 1475- OR 30 C.I.P.P. (T=3 ) - 1475 W PIPE FLOW. Z w 11AX 17.8 F.P.S. _ACV > m > W >m > PIPE FLOW: + Z 'o Z Q,.=64.9 C.F.S. - Z � Z O 0 OR 00 CO �N to Q =112.6 c.F.S. v=9.2 F.P.s. �� PROFILE SCALE V=9.0 F.P.S. d- o � INSTALL 121.20 L.F. INSTALL 92.58 L.F. cq `�' INSTALL 141.7 INSTALL 45.59 LF. H 0 R I Z. 1 40' NOT COUNTY MAINTAINED 36" R.C.P. (1250-D) _36" R.C.P. (1250-D) 36" R.C.P. (1250- 36' R.C.P. (1250-D VERT. 1 = 9+00 10+00 11 +OOOR 36" C.I.P.P (T=31/2") 12+00 13+00 1 4 OR 36" C.I.P.P (T=3 1/2') 1 0+00 11 +00 12+00 10+59.12 � INT. PIPES 28 =20+91.84 ST. STA. THE CONCRET VER ON THE INSIDE OF ALL REINFORCED CONCRETE M.H._H. N0. 4 PIPES MUS INCREASED TO PROVIDE A MINIMUM OF 1 -1 /2" OVER THE i D =36 , D,=4T EINFOR WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. i TRACT BOUNDARY C w = 6.50' C(E)=4.75' C RETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 A = 45' A(E = 68.8' B =6(E)=30') PS VELOCITIES EXCEEDING 20 FEET PER SECOND AND f c=6,000 PSI ELEV. R w)- 1445.27 ELEV. S(W)= 1444.99 CITIES EXCEEDING 30 FEET PER SECOND. ��JJ r�r� ��J JJ J�� ELEV. R E = 1445.05 ELEV. S )= 1444.96 Ui INT. 19+43.85 SUMMITROSE DRIVE Z m W 25 =STA. 37+65.69 PANORAMA HILLS DRIVE ALDERGATE " o N LO � X,��,�A �� m s 490 DRIVE z N NN PANORAMA HILLS 1 ' o SEE DWG. W M � m cri � DRIVE J'9 H IS DEPTH OF INLET OF PAD=90.5 Pq,D=g5.5 =} _� N0.88 59-RR C.w M '-CD, 3 so' %P, x CATCH BA MEASURED FROM Z ' N� �" ' 130' (p '9 THE NORMAL ER FLOWLINE EXISTING 4 C.B. 44 44 �� 9 � L=17.87' 34.76' 6.28y 0- „ 12' 32' 12' 1 ' 196 10' 20' 0' 0 ,�� • sy�� TO INVERT OF LET PIPE. Q 4-- EXIST. 84 STORM DRAIN PER 142 os 95 QP� F�� Z m� Sg9,, R.C.F.C.D. DWG. N0. 4-562 _ _ ; sQ PAD=60.5 PAD=64.5 0. y J LATERAL B22 ~ Mz ,` x� 23 'sx, 51 18 �� 1 O DEBRIS BASIN PER » 97 Q9 N c' B�Op' Q JW PAD=97.0 GRADING N 83 34 07 W 20.50 9, sue. 23 I `' •A O Qr - �Q PLANS k � s 23 s SECONDARY EC N DA Y (SEE PROFILE SHEET 15) Jr� 32 + + _ s o. V ��tz X 13.5 ' 47.56' 51.30' �� 25.25' o. (V INT. 21+54.35 SUMMITROSE DRIVE o ° - ° .a �w 4u ESCAPE 22 =STA. 43+71.68 ALDERGATE DRIVE I + -� - / Q �� 117.69 13+00 _ J �0� \ 11+00 Q A B - w - - - N4734'0TW 7 �. D 11+00 _ _--- 12+03.83 EC IN38'34'07"E 20+00 + �-� _ N1g5g"W 100.46 E 31 2t+0 22 t9+oo pRtaVE INT. PIP „ �� 1 D 494.5MRIMRiSER _ 23 p0 10+00.00 LAT. s 7 492.5 FG MMIT ROSE 1� A145571.47 LAT. B 126.56' o GOLF' r J Jr�.r o 32.2o p� o. 18' 13.5 ' 47.56' 50.58' o�� QP STORM DRAIN MAINTENANCE NOTE: L=7.52°' _ „ 22 52 B(E)=B(N)=30co LATERAL "B23" 1 �o� 9- �w ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET ELEV. R= 1479.54 680.4 PAD-99.0 • , „ , EXIST. 78" STORM DRAIN I °� 198 h �� STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE ELEV. S= 1479.51 PAD 9 J TRACT BOUNDARY N 3011 10 E 39.16 PER R.C.F.C. & W.C.D. "� o� •5 DWG.R.C.F.C. 4-562 ors „ QpO,6 PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE (SEE PROFILE SHEET '15)DWG. h Q _� + 72 STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME LONE MO AI N 88' 199 N 60' Z oCn=� 0 5 44' 44' 9 m N �, 30' 30' N4,oa� . PAD=60' OWNERS ASSOCIATION FOR THIS PROJECT. COUR 1 12 " P 2.5 ;� 10 20' ° o' o �, LATERAL " B LOT 199 32 32 SEE SHEET 15 C N SPACE) ,0 M ALDERGATE z ± m = PANORAMA HILLS DRIVE X N 3 + DRIVE 27 SEE DWG. NO. 859-RR w �' -- 30 CONSTRUCTION NOTES 0 CONSTRUCT, DRIVEWAY APPROACH PER RIV. CO. STD. 207 CURVE DATA 22 INSTALL 30 R.C.P. (1750-D) OR 24 C.I.P.P. (T=3 ) 23 INSTALL 36" R.C.P. (1250-D) OR 30" C.I.P.P. (T=3.5') OWNER / DEVELOPER Undergro Service Ale 0 DELTA RADIUS LENGTH TANGENT 25 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300 (W & H SHOWN ON PLAN). LOCAL DEPRESSION PER RIV. CO. STD. 311. D eE ORE Call: TOLL FREE O 13'32'30" 90.00' 21.27' 10.69' 27 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. NO. MH 252 (L, D, & A SHOWN ON PLAN) - 1 800 TANGENT DATA O 13�32'10;; 90.00; 21.26; 10.68; 28 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. NO. MH 254 SCALE: 1 " = 40' HOMES 227-2600 C 36 56 23 294.00 189.55 98.20 (L, C, D, A, ETC. SHOWN ON PLAN) 5740 FLEET STREET, SUITE 200 BEARING DISTANCE 30 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. M 803 CARLSBAD, CALIFORNIA 92008 TWO BEFORE ZING DIG ❑ O 29°43'37" 90.00' 46.69' 23.89' 31 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET 12 TELEPHONE: (760) 603-8001 ❑A N10°53'18"E 11.20' OE 28°57'06" 90.00' 45.48' 23.24' 32 REMOVE EXISTING STORM DRAIN AND/OR INLET STRUCTURE. 0 20' 40' 80' 120' 160' NOT COUNTY MAINTAINED NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 25251 - 1 1 P 0 150 SHEET NO. WORK CONTAINED WITHIN THE NS SHALL NOT COMMENCE UN QROFESS/ON TRANSPORTATION DEPARTMENT Q�OFESS/0 COUNTY O F R I V E R S I D ENCROACHMENT PERMIT OR A O A. �l O A. Nq 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION GRADING PERMIT HAS ISSUED. „�``�� oTy �� APPROVED BY: �� PQ� S�iy�F� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 „ „ 14 z� 2 Z , (909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE A THE PRIVATE ENGINEE NG THESE PLANS IS RESPONSIBLE FOR Y m CD m IN CAP WELL MON. STORM DRAIN IMPROVEMENT P LA N ASSURING THE AC( C AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 - / No. 25917 � ELEV.= 1425.301 IN THE EVENT SCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * �/ Z * Exp. 12/31/05 * PREPARED BY: R.C.E. N0. 25917 (1984) LATERAL "B9" F�LATERAL "B25" 0 6 SHTS OR DURI NSTRUCTION THE PRIVATE ENGINEER SHALL BE RAS (� I! 03 Ti//5 Sf/EE7- /5 SdPE�PCE/.7E� B S/fEET 1414 03 s K ED A H N RESP E FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE R. DATE 9T�. CIVIC p��P DATE _p S��F CIV�� p��P / EXP. 12 31 05 SCALE: ' TY G THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF I __ CAk�Fill OF Cps\E S DATE: �'��"d 3 FOR: RYLAND HOMES W.O. FILENNO. ENGINEER COUNTY REC N BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =8 .._ ,;N589/04-15-03/589sip 14.dwg/S:40 TO BE PRIVATELY MAINTAINED BY H.O.A. U 0. FINISHED SURFACE 1470- OVER STORM DRAIN y �? - 1470 N c� 0 U) CD EXISTING GROUND 011- TO BE PRIVATELY MAINTAINED BY H.O.A. SO � 1465- S�°° W 1465 1500- FINISHED SURFACE - 1500 CD I Z . _ o OVER STORM DRAIN � Ln . : 6 m 'n �- o Lq � U > + rn ,`p� � � o ? W o � FG O ,� o ^ 1460- � _ + w � - 1460 1495- �--EXISTING GROUND 0 G - 1495 = Z h Z 1�9�5 F ��EXISTING GROUND ®� ± � ` 100 YR HGL J o c� ��G _ 100 YR HGL ,y gp82 FINISHED SURFACE C) m OVER STORM DRAIN N �tik �o° ��1� NG 1455- �� - 1455 1490- �U - 1490 o 100 YR HGL Q S.--S=0 O I ° 0 �48 S 8 yc s I I I yG,•O� . . . 1449.9 TOP I ��p \��, S�?5 40 ENV > m > l I I 36 PIPE 1`Lk�p`L� VC�RE 1 z LO Z - 1450- I I � �� - 1450 1485- 1405 2 0 0 ro N 1485 30 '�� 5.1-�I 3pM '6 80T �'' z ,ri o o6 n i0 1448.7 BOT. plP£ c + o + oO / I 1445.05 INV. 30" PIPE N'LY) I i i 36" PIPE LO 00 N w 0040 INV. 30 PIPE SLY) I 148�4 TOp o a IA I 1445.27 8 � s I I W z o s£ R Z " �, - PIPE FLOW: W 1445_ EXIST. 4s I - N - 1445 _ 1480- _ m Z m z z - 1480 STORM DRAIN p3o� m > o � N CO o Q ,00=26.2 C.F.S. s Z M + � �� PIPE FLOW: � r- ao o LO LO V MAX=6.4 F.P.S. o r, �44o I (D � � � Q,Do =64.9 C.F.S. o � o � CN REMOVE 68.00 L.F. ± o w CL VMAX=23.3 F.P.S.* PIPE FLOW: INSTALL 129.82 L.F. INSTALL 67.08 L.F. OF EXISTING 48 w z FL PIPE AND 60" CMP o Sri Q too=64.9 C.F.S. 30" R.C.P. (1750-D) 30" R.C.P. (1750-D) 1440- " c� RISER 1475- OR 30" C.I.P.P. (T=3") - 1475 > m PIPE FLOW: ± Z >m VMAX=18.9 F.P.S. PIPE FLOW: + Z "' Z Q ,.=64.9 C.F.S. W Z ^ Z o r- p OR Go co Lo" Q =112.6 C.F.s. � 4 (D ui V=9.2 F.P.S. � PO00 PROFILE SCALES V=9.0 F.P.S. INSTALL 121.20 L.F. INSTALL 92.58 L.F. �' �' INSTALL 141.73 L.F. INSTALL 45.59 LF, H OR I Z. 1 40' NOT COUNTY MAINTAINED 36" R.C.P. (1250-D) 36" R.C.P. (1250-D) 36" R.C.P.. (1250-D) 36" R.C.P. (1250-D VE R T. 1 =4 9+00 10+00 11 +000R 36" C.I.P.P (T=3 1/2") 12+00 13+00 14+00 OR 36' C.I.P.P (T=3 1/2") 10+00 11 +00 12+00 10+59.12 INT. PIPES 28 =20+91.84 ST. STA. THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE M.H. NO. 4 PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 -1 /2 OVER THE D =3C, D2= i L= 4 REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. Z TRACT BOUNDARY C W = 6.50' C(E)=4.75' THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 B =64E)3T 68g PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 PSI ELEV. R W)= 1445.27 ELEV. S(W))_ 1444.99 FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. i� �� f�f�-itJ JJ J ii1 ELEV. R E = 1445.05 ELEV. S(1 = 1444.96 r J J J , ,^ J JJ J »� 0 _ - w �y INT. 19+43.85 SUMMITROSE DRIVE X 25 =STA. 37+65.69 PANORAMA HILLS DRIVE \\i�"�o �y ALDERGATE o V) LO 6"'�S9,�P �� m 4- -.4- NOTE. 49 0Ln DRIVE z ± m PANORAMA HILLS 1 4ss �'F PAD=90.50 °� �� ° SEE DWG. �, - � D H IS THE DEPTH OF INLET OF _ , NO. 859-RR N ^ N m DRIVE Q%1 9 Pq=95.5 0 88' w + o N 3 60' QP s�sj, CATCH BASINS MEASURED FROM EXISTING 4' C.B. 44' 44' � N 30' �30' (O F �9 THE NORMAL GUTTER FLOWLINE ? w L_1 �. 9 7•87 34.76 6.28 EXIST. 84" STORM DRAIN PER 12' 32 2 1 196 142 10' 20' 0' 0 �� Q�0��1 ' s'S�� TO INVERT OF OUTLET PIPE. � �� cs99� R.C.F.C.D. DWG. NO. 4-562 - _ ,' sQ PAD=60.5 N �$ PAD=64.5 �'AX j m^ , LATERAL B22 18� �Q, W V 0, ,��x�¢ 23 S ' is £3� 1 DEBRIS BASIN PER 97 m p O Z)JW PAD=97.0 ROUGH GRADING �j Q. 23 0 � A �0 Q2 �� N83'34'07"W 20.50 `�� `�1 # o �'"a� ak v, �� 23 SECONDARY (SEE PROFILE SHEET 15) �0 13.5 ' 32 N `�O L-34.33 o' t9 V Y s 1 INT. 21+54.35 SUMMITROSE DRIVE , Xo 47.56 _ 51.30 ° ;, ° ?� 25.25 o' ip W � EDSCAPEGE 22 =STA. 43+71.68 ALDERGATE DRIVE + -� / �� Q 117.69 � 11+00 � N A B _ '° 13+00 _ N4734'0TW 73.E§5' G 0 _ "'-�" 1a 5�' 18. 7' 11+00 - 12+03.83 EC IN38'34'07"E 20+00. + t r ..r. -1 ' W. N1850' W 100.46' E 42" CMP RISER 31 21+00 22 19+0o OKI q INT. PIPES � � 494.5 RIM 10+00.00 LAT. "B25" 492.5 FG M M I T � R 0 S E � '� O A 14301 D I-36" B9 m 12s.5s' r o 59.72 O� C=5.60,' 2 CD ' 22 w 18, ° 47.56' 50.58' _ '� QP STORM DRAIN MAINTENANCE NOTE. L=7.52 " I 52 ° 13.5 C » » o°' ��9' M�,,� + �� ALL STORM DRAINS, ELEV. R(N)1479.54 68 6'� ;� PAD=99.0 LATERAL B23 I 1 1 �Q �A CONCRETE CHANNELS & DITCHES INLET „ , EXIST. 78" `STORM DRAIN °� 8 h �1 ` STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE ELEV. S= 1479.51 PAD=90.4 N3011 10 E 39.16 PER R.C.F.C. W.C.D. "� o°` o` r 11 f pQ�6�' PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE J TRACT BOUNDARY (SEE PROFILE SHEET 15)DWG. No. 4 562 hn� ._ a „ _, + 2 Q STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME LONE MOUNTAIN j '"'I �' + OWNERS ASSOCIATION FOR THIS PROJECT. 88' 199 `� so Z 000� PAp=60.5 ,� 44' 94 m 30 3o W N� LATERAL RT B9 LOT 199 1 32' 32 12 " LO ED PAD=62.5 10' 20' 10' 0 � Cu SEE SHEET 15 (OPEN SPACE) d : M ALDERGATE z + m = + m + PANORAMA HILLS a DRIVE X d m 327 DRIVE SEE DWG. NO. 859-RR w NC -- 30 CONSTRUCTION NOTES 77 -CONSTRUCT��DRIVEWAY APPROACH PER RIV. CO. STD. 207 CURVE DATA 22 INSTALL 30 R.C.P. (1750-D) OR 24 C.I.P.P. (T=3 ) 23 INSTALL 36" R.C.P. (1250-D) OR 30" C.I.P.P. (T=3.5') OWNER / DEVELOPER Underground Service Alerf 0 DELTA RADIUS LENGTH TANGENT 25 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. N0. 300 (W & H SHOWN ON PLAN). LOCAL DEPRESSION PER RIV. CO. STD. 311. ' �M BEFORE y0 OA 13'32'30" 90.00' 21.27' 10.69' 27 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. NO. MH 252 �" ' g � - D ,, o o Call: TOLL FREE = - .• a._`-""_"' (L, D, & A SHOWN ON PLAN) 800 © 13*32'10" 90.00' 21.26' 10.68' 28 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. NO. MH 254 HOMES 227-2600 TANGENT DATA © 36'56'23" 294.00' 189.55' 98.20' (L, C, D, A, ETC. SHOWN ON PLAN) SCALE. 1 = 40' 5740 FLEET STREET, SUITE 200 TWO WORKING DAYS BEARING DISTANCE 30 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. M 803 =010 CARLSBAD, CALIFORNIA 92008 BEFORE YOU DIG ❑ OD 29'43'37" 90.00' 46.69' 23.89' 31 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET 12 TELEPHONE: (760) 603-8001 ❑A N10'53'18"E 11.20' DE 28'57'06" 90.00' 45.48' 23.24' 32 REMOVE EXISTING STORM DRAIN AND/OR INLET STRUCTURE. 0 20' 40' 80' 120' 160' NOT COUNTY MAINTAINED NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 25251 - 1 I P 020150 SHEET NO. WORK CONTAINED WITHIN THESE PLANS oFESS/p OFESS/0 SHALL NOT COMMENCE UNTIL AN PR Nq TRANSPORTATION DEPARTMENT Q� N SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A eo A. 0 p A q 11651 STERLING AVENUE, " 14A GRADING PERMIT HAS BEEN ISSUED. ,,�, �N, APPROVED BY: `4, �� yy SCHEDULE A F,0 Ty F ��`' P�� Ski F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 „ „ (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I STORM DRAIN IMPROVEMENT PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y 2 rzn ? m IN CAP WELL MON. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 36/3 4 //91 Li No. 25917 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/O6 * * Exp. 12/31/05 1 R.A.S. 4/14/03 RAISED LATERAL "e25" PROFILE 9 1 s KH ED A. N * PREPARED BY: R.C.E. N0. 25917 (1984) LATERAL 99131999, LATERAL "B25" OF 16 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE PPR. DATE qT CIVIC ��Q DATE J'� CIVI` �Q EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND F l ® T SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF CAOFO a ' 7• 3 FOF' CAS\F0� DATE: H: 1"=40' V: 1"=8' FOR: RYLAND HOMES W.O. FILE NO. 0.ENGINEER COUNTY RECOMMENDED BY -_ _- _.._...__...._ DATE RICHARD A. SCIANNI �N589/05-16-03/589sip14.dwg/S:40 20+84.99 C M.H. NO. 1 R1 ER TO BE MAINTAINED PRIVATELY BY H.O.A. 1490.08 RIM LZJ S �498 pp RIM 0 s 17+74.60IZ M.H. NO. 4 1494.50 RIM 000 •o EXISTING GROUND O� TO BE MAINTAINED PRIVATELY o�. c 21+23.60 GB _ 4 BY H.O.A. 1490 - 9�� I 20+84.99 B 1489.60 INV. S. 0� 1490 1 460 - 1460 �. �OQ I s 0.0052 1489.40 INV. S 052I µ �h e� I ,489PIB 0T. LATERAL" B23 " FINISH S E �� . 1479.54 INV. 3 > Z LATERAL" B22 " Z o - HORIZ: 1"=20' OVE M DRAIN " I 30" PIPE 48�3 �, - FINI SURFACE I m O � C6 � "- ' VERT: RIZ: 1 =20 - 8" Tpp oo cv coo VERT: 1 -4 � VERT: 1"=4' PLAN ON SHEET 14 O E PLAN ON SHEET 14 OVER S DRAIN �e ► o Z sf R + � N Z 1485 - EXISTING GROUND �1k`'° �N� o W N - 1485 1455 - CB 823 =:mi N CB B22 - 1455 a. q�51 .� w > + m w > m > 1453. LO 1453.11 TC `V o 00 � co = � � S�8 14 FL �' 1452.28 FL h�vv C� Al �� Q�Q�` o 00 v 00 a; yG� ¢ 00 YR. HGL 10� S10 o S ,50 + r + 00 o 00 PIPE FLOW: o�y � 1449.2 BOT. Z S=0.0720 " " • _ > Q 100=30.9 C.F.S. S; 8" WATER 1480 - O m z - v MAX=6.3 F.P.S. _ _ 1480 1450 _ �� 3048 PEOP - 1450 I\ � T C-R^ M + CL 4 �- r W 0 W U S=0-4 I 5;0.05a0 1475 - • = w uj z - 1475 1445 - 0 1444.30 I v. - 1445 w Q W C �i � m 1444.1 TOP STRUCTU 0 �o o N PIPE FLOW: 8" SE 6.08' W 0�1 w > w z m z INSTALL 205.84 L.F. cV Q ��=25.5 C.F.S. a, 4.33' S/ Z PIPE FLOW: PIPE FLOW: J o o cq co U-) M 30" R.C.P. (1750-D) Z W N m Q1oo =55.9 C.F.S. m N C6 OR PIPE FLOW " ( _ ") V=5.2 F.P.S. > Z w Z w > Q =25.4 C.F.S. 1 470 - �1 w 14) + r- CO o + « OR 30 C.LP.P. T-3 1 470 1440 - Z - Z ,00 - 1440 J ��. QQ 36,��1 Bp LO � VMAX=1 8.1 F.P.S. Q1oo =30.9 C.F.S. a o Z ��., V=5.2 F.P.S. ,\oar p/P r \/ m UriCun oo �� f VMAX=6.3 F.P.S. � z � w � w � z (.� 1�6 146> ``'INSTALL 34.83 L.F. m m w S�oO�$ �6h�A epT 8"S 4 p 30" R.C.P. (1750-D) INSTALL 14.42 L.F. a w �,,!L61 30 R.C.P. (1750-D) 1465 - - 1465 PIPE FLOW: > = . INSTALL 270.29 L.F. INSTAL 5.64 L.F. Z Z z Z 36" R.C.P. (1250-D) 30" R.C.P. -D) io " Q 1m =6 4.9 C.F.S. u-sm OR 36" C.LP.P. (T=3 1/2") oR 30" c.LP.P. ) M 0) . PROFILE SCALES V MAX=1 7.8 F.P.S. Lo C 6' H O R I z. 1 ',-40' NOT COUNTY MAINTAINED VERT. 1 '=4' INSTALL 23.79 L.F. 36" R.C.P. (1250-D) 15+00 16+00 17+00 18+00 19+00 20 21 +00 22+00 23+00 LOT 199 ° OR 36 C.I.P.P. (T=3 1/2") DEBRIS BASIN PER ° (OPEN SPACE) ROUGH GRADING PLANS 1 °. r? INT. 10+00.00 LONE MOUNTAIN COURT STORM DRAIN MAINTENANCE TE: 26 SU M M ITROSE =STA. 16+10.42 SUMMITROSE DRIVE P.I. POINT 12+50.00 LONE MOUNTAIN COURT ALL STORM DRAINS, CONCRETE CHANNELS & DITCH LET DRIVE STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON v D 6 22+95.16 EC LATERAL B24 d PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, P 9 48" CMP RISER 31 SEE SHEET 16 STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY OME LOT 199 mo �� r 22 1490.0 RIM N OWNERS ASSOCIATION FOR THIS PROJECT. �� 6° N z= 22+46.30 B 1488.0 FG w o o 0 ( SPACE) o ^ 49 0 + � INT. PIPES „ " SEE SHEET 14 �J �o � 47 � -- 50 17+71.47 LAT. B9 LATERAL B c 99 + 0 48 PAD=90.5 ;, PAD=95.5 =10+00.00 LAT. "B25" SE Y I o PAD=83.8 _, o PAD=82.5 �' 28 PAD=85.0 M.H. NO. 4 AGE 8=30" CAPE 15' 52 57 a 1 �9, ao J 7 , �_ SECONDARY L= 7.52, -C-4 N 59.97, DRAINAGE D, =30", D, =36"0' o PAD=99.0 PAD=00.5 PAD 01 .0 44.67' 60.00' 4 ESCAPE ELEV. R= 1479.54 51 , � - 53 54 55 56 � s L=221+73902• �43 EC a 8 4g, AN YELEV. S= 1479.51 ° PAD=99.3 AD=99.6 PAD=99.9 PAD=00.2 DRAINAGE 23 51 ESCAPE PAD=97.0 L 8.87 �- ' _ +00 29.21' 6.20 98 55.00 55. 55.00 �55.00 • 59 PAD=81 5 Y No20838 w / r � P 5 0 0 `,�B• P.I 12+50.00 LONE MOUNTAIN COURT A LONE MOUNTAIN � COURT A g �� - / ' 22 7 o - 22 OURT B C o - ,€. r� o 22 LONE MOUNTAIN N F ,2 owY• 50 13+ a _ I+o� 97 - - - _ - a 23 ,. ,�� 81.36 81.38 7 ��.a3' PAD=95.5 / 19 00 z0+ _ AD-74.0 X �� 69 � N SEE SHEET 14 FOR / + _ _ h _ Mq ^� PAD=75.5 INT. PIPES 17+93.26 EC LATERAL "B25' s g F / o 60 TCHL/ E 14+95.01 LAT. "B9" 12+94.00 ST. STA. _ _ 2g AD=99.0 , 23 50.00 55.00 55.00 55.00 55. L=26.20 21 � 0� ' ' PAD=01 .0 NE S�' =10+00.00 LAT. "B24" •� �~�� B g / �g � 2g 0 q, 28 cr�� r 17+10.70 BC w •-_ + ,� 2 M.H. NO. 4, L=6.00' A=45' 68 0 n a 71, V, SHEET +70. B=18 " PAD=97.5 30, 11+93.38 ST. STA. r L=20.15 4 49 C=5.50, D, ,D,=36 ° - I PRC ELEV. S=1467.84' 10 �N 49 All N 67 66 65 64 61 OVNTA LOT 199 PAD=90.5 !� 1 cn fi8 PAD=98.3 PAD=99.3 AD=99.6 - N PAD=99.8 r1E OUR-f �I `20' o N g PAD=97.5 P PAD=0 . 62 PAD=00.5 c (OPEN SPACE) _ 11 ( AD=00.5 SEE ® RIGH? L O N // + CV E MOVNT SE®VRT AIIV AT 9 �EF7- CURVE DATA TANGENT DATA AT RA 99B9A99 0 DELTA RADIUS LENGTH TANGENT BEARING DISTANCE CONST TION NOTES OWNER DEVELOPER A " 90. . . A NO2°08'38"W 118.68' CONSTRUCT DRIVEWAY APPROA ER RIV. CO. STD. 207 61°45'01 00' 9700' 5381' / Undergro Service Alert 20 INSTALL 18" R.C.P. (CL FOR © 58.01'56" 60.00' 60.77' 33.28' © N76.41'47"E 291.73' 22 INSTALL 30" R.C.P. (1750-D) OR 24 .P. (T=3') Ft fMD Call: TOLL FREE 23 INSTALL 36" R.C.P. (1250-D) OR 30" C.I. (T=3.5') _ © 90°00'00" 60.00' 94.25' 60.00' © N13°18'13"W 67.06' 26 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & STD. NO. MH 251 HOMES 227 2600 SCALE: 1" = 40' 0 D 46'39'30" 60.00' 48.86' 25.88' (L & H SHOWN ON PLAN) 5740 FLEET STREET, SUITE 200 � � 28 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. N0. MH 254 CALIFORNIA 92008 TWO WORKING DAYS 0E 15°36 50 90.00 24.52 12.34 (L, C, D, A, ETC. SHOWN ON PLAN) CARLSBAD, BEFORE You DIG 0 20' 40' 80' 120' 160' 31 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET 1 TELEPHONE: (760) 603-8001 0 20.48'30" 60.00' 21.79' 11.02' NOT COUNTY MAINTAINED NOTE: SEAL-COUNTY INEER SEAL-ENG BENCHMARK: WORK CONTAINED WITHIN THES NS COUNTY OF RIVERSIDE CSL ENGINEERING, INC . TRACT 25251 - 1 I P 0 1 50 SHEET N0. SHALL NOT COMMENCE UNT 0,oFEssipN TRANSPORTATION DEPARTMENT QROFESs/pN COUNTY O F R I V E R S I D ENCROACHMENT PERMIT R A �O A. p �l O A, q 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION 15 GRADING PERMIT HAS ISSUED. �� ,o Ty F �`` Pao s��, RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 „ „ APPROVED BY: ��, �� 9y G SCHEDULE A THE PRIVATE ENGINEER G THESE PLANS IS RESPONSIBLE FOR Y Z m 2 m (909) 785-51 22 * FAX (909) 785-5180 INO CAP IPWELL MON MARKED COUNTY SURVEYOR I ASSURING THE ACC AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 / w N o. 25917 m STORM DRAIN IMPROVEMENT P LA N IN THE EVENT CREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 _ `[ ` Ex 12/31/05 � ELEV.= 1425.301 FOR 6 OR DURI STRUCTION, THE PRIVATE ENGINEER SHALL BE I RQ4 �i p r-WI �6cr /5 saPE,QG�oEo B SHE'ET �S� s� * KH D A. T AN DATE s p * PREPARED BY: R.C.E. N0. 25917 (1984) LATERAL "B9" o SHTS E FOR MARK BY DATE REVISIONS A DATE q� CICAL �\P OF 1V1�\F �\P �� DATE: EXP. 12 31 05 SCALE: RRESP THE PLANS FOR RAPPROVALIBYCTHE COUNTY. OLUTION AND FOF \ Z- lF CA1 0� S -/7-0� FOR: RYLAND HOMES W.O. COUNTY ENGINEER COUNTY RECAM ND BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=4' 3 N589/03-10-03/589sip 15.dwg/S:40 mill 20+84.99 M.H. NO. 1 R� ER TO BE MAINTAINED PRIVATELY BY H.O.A. 1498.08 RIM omega o RAM �CO-� �� w 17+74.60 (� M.H. NO. 4 17+97.33 HYD. JUMP .�� I, 1495 - 1494.50 RIM 89.17 HIGH, 87.79 LOW FINISHED SURFACE s 1495 OVER STORM DRAIN 100 YR. HGL EXISTING GROUND 0 y o� TO BE MAINTAINED PRIVATELY i BY H.O.A. 20+84.99 BC s=0.o040 - 1490 1460 - - 1460 5� � �� s-0.00521 _ _ 1 490 �°' ' ' OQ /I s=o.0052 1489.40 INV. » -----`T 1489.4 BOT. 1�� Q,Q ;� S,p032 3 PIPE m Z LATERAL B 2 3 FINISH SURFACE LATERAL" B 2 2 " �h �, o I p„ ��° ^ ,.� T48.3 � Z HORIZ: 1 =2o OVER STORM DRAIN FINISHED SURFACE 1 0) 1 \Nv m m j 8 SF tOp coo VERT: 1 i VEORT: V "4?O, OVER STORM DRAIN h� I s� N&85 p\PE o Z Q Z �eR + N PLAN ON SHEET 14 Z PLAN ON SHEET 14 1485 - �� 3p o EXISTING GROUND ®� � N - 1485 1455 - _ - EXISTING GROUND 0 �, cn m " o� CB B23 �'; CB B22 1455 m ``' 'z 1 a,+ ± 1453.11 TC 1453.11 TIC o z N M N - S7 64 1452.28 FL �' r- 1452.28 FL �1 S 0 o �g�Q�Q + 00 PIPE FLOW: G� 100 YR. HGL '� 1.O 1449.2 BOT. + ao �` G O = �8 / m Z � � Q ,�=30.9 C.F.S. 8 WATER - 1480 1450 - ti'�� 1448.2 TOP 1450 1480 - tic�'�S o S=0.0040 MAX . . . .V =64 FPS 30 PIPE + � 100 YR. HGL + oo f0 a) � W i .o I i0•p58p � - 5 5=0�3p4 f W 1444 , 1475 - Q = Al w w W w U - 1475 1445 - 0 1444.30 1 E V. - 1445 (f / a a �,., o m .1 TOP STRUCTU H o CD a- Z W PIPE FLOW: a 8" SEWER 6.08' J W �= W > W z m z Z W w > Q ,.=25.5 C.F.S. i� 4.33' W W Z o PIPE FLOW: _ " _ W > m > Z PIPE FLOW: N �� sp q 00LOLOn ro z " z � 00 V=5.2 F.P.S. PIPE FLOW: _ - Z yc "�� 147 � �; �, Q,� =55.9 C.F.S. iLo � .- � 1 � " > > w ' W - C.F.S. 1470 - F, BOT, cn G _ o; " ,� Q_ a. o_ a Q ,OO-25.4 C � 0.1 + � + + � + � " �' � `� + � - 1470 1440 - Zw � � � `� ZW - 1440 _J Q,Q 36 p�PE VMAX=19.8 F.P.S. Q,Oo =30.9 C.F.S. o z z + M + � o " a- V=5.2 F.P.S. " CD 1467.9 TOP VMAX=12.1 F.P.S. z w w z 8" SEWER ``'INSTALL 34.83 L.F. m m ``' 30" R.C.P. (1750-D) S Alp Op PIPE FLOW: INSTALL 14.42 L.F. Q � W 146E Q1OO =55.9 C.F.S. - 1465 - �� W M s.s 1465 30„ R.C.P. (1750-D) 8 SFIR�° VMAX=21 .1 F.P.S. INSTALL 134.84 L.F. INSTALL 305.64 L.F. INSTALL 206.34 L.F. PIPE FLOW: > o >� " " " Z W -m ? 36 R.C.P. (1250-D) 30 R.C.P. (1750-D)" 30 R.C.P. '(1750-D)" Q1OO =64.9 C.F.S. LO 00 MU') OR 36" C.I.P.P. (T=3 1/2") PROFILE SCALES OR 30" C.I.P.P. (T=3 ) OR 30" C.I.P.P. (T=3 ) NOT COUNTY MAINTAINED Mm� � VMAX-18.8 F.P.S. + + HORIZ. 1 "=40' r l � INSTALL 135.45 L.F. VERT. 1 4' INSTALL INSTALL 23.79 1_.F. . 36" R.C.P. (1250-D) 36" R.C.P. (1250-D) „ 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 LOT 199 0 OR 36 C.I.P.P. (T=3 1/2 ) DEBRIS BASIN PER (OPEN SPACE) ROUGH GRADING PLANS o. INT. 10+00.00 LONE MOUNTAIN COURT STORM DRAIN MAINTENANCE NOTE: 26 SU M M ITROSE =STA. 16+10.42 SUMMITROSE DRIVE P.I. POINT 12+50.00 LONE MOUNTAIN COURT ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET DRIVE STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE D 22+95.16 EC LATERAL B24 Q PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE 9 48" CMP RISER 31 ti SEE SHEET 16 STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME LOT 199 22 1490.0 RIM V) OWNERS ASSOCIATION FOR THIS PROJECT. �� m OPEN SPACE +z_= 22+46.30 B 1488.0 r-c 49 0 INT. PIPES EE S EET 1 „ OR N „ J 1 47 50 " " LATERAL B25 C 99 °' 2° + 0 48 PAD=90.5 ,I 17+71.47 LAT. 69 " o PAD=95.5 -10+00.00 LAT. B25 SECONDARY PAD=83.8 o PAD=82.5 PAD=85.0 i 28 M_H. NO. 4 DRAINAGE 15, B=30" , ESCAPE 52 57 N Q _ SECONDARY L= 7.52, C=5.60 PAD=99.0 PAD=00.5 58 9 °O J 5g.9T DRAINAGE D, =30 , D2 =36 M . II PAD=01 .0 ,�' 44.67' 60.00' 4 7 ESCAPE ELEV. R= 1479.54 51 53 54 55 56 g 00 PAD=99.3 PAD=99.6 PAD=99.9 21+7924 EC J SECONDARY �0 51 ELEV. S= 1479.51 PAD=97.0 I °° �, PAD=00.2 �, DRAINAGE I o 0 23 srrs PAD=97.0 L 8.87 0 5p �3, 8� 384g, ESCAPE 9 8 " 17+Oo �d 2921, ' �`L /� 55.00' 55.00' 55.00' 55.00' L59 =26.20 NO2'08'38 W Rif u'� PAD=81 .5 g.s. .. .....M_. 0 0 P.I. POINT 12+50.00 LONE MOUNTAIN COURT ! �'J PAD=01 .5 A LONE MOUNTAIN COURT A .� - 7 I - C o e 22 22 I LONE MOUNTAIN B �, 22 COURT; N ro F C1� 12 0 50 13+ q 14+Od - - ,� 97 P � 81.36' 81.38' � 7 11.83' _ o^, y - - - _ 23 �� + SEE SHEET 14 FOR PAD-95.5 �% // _ t9+oo Q o o _ 20+0 AD=74.0 X . _ N » _ 6 Mq T z _. PAD=75.5 INT. PIPES 17+93.26 EC S' g, p. N LATERAL B25 s g F 0 C " 12+94.00 ST. STA. _ 52 .2g H��NE E 14+95.01 LAT. B9 / } S�' =10+00.00 LAT. "B24" B PAD=99.0 , $ 23 �� 50.00' 55:00' 55.00' 55.00' 55.00' L=26.20' 2j 29,: oo PAD=01 .0 /4 28 �� r 17+10.70 BC c,, SEE SHE ) 4 f M.H. N0. 4, L=6.00' A=45' 68 0 22 n A ^5'`' 28 �1 Ems' 70. B=18 " PAD-97.5 0 30, 11+93.38 ST. STA. °O L=20.15 4 49 C=5.50 D D =36 oo _� 1 PRC ELEV. R=1467.84' 10 20 '` ELEV. S=1467.71' ` 1 AiN 49 r A 11 1 N 67 66 65 64 61 OUNT LOT 199 PAD=90.5 !� 68 PAD=98.5 PAD=99.3 PAD=99.6 PAD=99.8 63 = 1-ONE OURS >� 20 0 N o PAD=97.5 _ PAD=00.2 62 PAD-00.5 C RIGHT (OPEN SPACE) _ 11 PAD=00.5 sEE LONE M 11 1 � > 99 C0U V NTA1N .I AT RA B 9SEE ® R� 99 CURVE DATA TANGENT DATARA AT 0 DELTA RADIUS LENGTH TANGENT BEARING DISTANCE CONSTRUCTION NOTES OWNER DEVELOPER A 61'45'01" 90.00, 97.00' 53.81' A NO2'08'38"W 118.68' -CONSTRUCT DRIVEWAY APPROACH PER V. CO. STD. 207 Underground Service Alert 20 INSTALL 18" R.C.P. (CL F RE © 58'01'56" 60.00' 60.77' 33.28' © N76'41'47"E 291.73' 22 INSTALL 30" R.C.P. (1750-D) OR 24" C.I.P.P. (T=3') IWMD o Call: TOLL FREE 23 INSTALL 36" R.C.P. (1250-D) OR 30" C.I.P.P. (T=3.5') _ © 90*00,00" 60.00' 94.25' 60.00' © N13'18'13"W 67.06' 26 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. NO. MH 251 HOMES 227 2600 SCALE: 1" = 40' 0 D 46'39'30" 60.00' 48.86' 25.88' (L & H SHOWN ON PLAN) 5740 FLEET STREET, SUITE 200N%m , , 28 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. NO. MH 254 CALIFORNIA 92008 TWO WORKING DAYS O 15'36 50 90.00 24.52 12.34 (L, C, D, A, ETC. SHOWN ON PLAN) CARLSBAD, BEFORE You Olc 0 20' 40' 80' 120' 160' 31 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET 1 TELEPHONE: (760) 603-8001 O 20*48'30" 60.00' 21.79' 11.02' NOT COUNTY MAINTAINED NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 25251 - 1 I P 020150 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN Q?,OFESS/04, TRANSPORTATION DEPARTMENT QROFESS/pN ENCROACHMENT PERMIT AND/OR A �O A. p �� p o A. 9� 1 1 651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE 15A GRADING PERMIT HAS BEEN ISSUED. h<c� F'� T,S F� APPROVED BY: ��,�`�- 1', Sciyyt�`� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" „ „ THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w Y Z m w ¢ 2 m (909) 785-5122 * FAX (909) 785-5180 INOCAPIPWELL MON TAG MARKED COUNTY SURVEYOR I SCHEDULE A ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 / No. 25917 m STORM DRAIN IMPROVEMENT P LA N IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL Exp. 6/30/06 G/ Z 4 O Exp. 12/31/05 ELEV.= 1425.301 FOR �� 1 6 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 1 R.A.S. 4/14/03 RAISED LATERAL 'i PROFILE s� * K A. H N DATE s * PREPARED BY: R.C.E. NO. 25917 (1984) LATERAL B9 of SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE PR• DATE 9TF CIVI\ ��P .. qT CIVI\- ��P EXP. 12 31 05 FSCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS �F CAL\F� O FOF CAL\F�� DATE: FOR: W.O. COUNTY ENGINEER COUNTY OMMENDED BY __ .__ _.._...__....._ DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 RYLAND HOMES FILE NO. JN589/05-16-03/589sip15.dwg/S:40 TO BE PRIVATELY MAINTAINED BY H.O.A. LATERAL99A7 " LATERAL99A6 "HORIZ: 1"=20' TO BE PRIVATELY HORIZ: 1" --=20' 12+50.00 Ck M.H. NO. 1 VERT: 1 =4 MAINTAINED VERT: 1 =4 1488.22 RIM PLAN ON SHEET 11 PLAN ON SHEET 11 1490- 16+22.89 � M.H. No. , 1440 - BY H.O.A. - 1440 1504.5 RIM � CB A7 FINISH SURFACE CB A6 FINISHED SURFACE SECONDARY ESCAPE Q\5�� 1437.59 TC OVER STORM DRAIN 1437.59 TC OVER STORM DRAIN PARKWAY DRAIN ROUTE , GHQ �h`� 1436.76 FL 1436.76 FL FINISHED SURFACE Fsoss ti°c �`� 1� 35.86 OVER STORM DRAIN °b� HGL 100 YEAR HGL 34.37 3HGL0 1485- EXISTING GROUND ®� 1435 - HGL - 1435 82 14+39.40 M.H. NO. 1 \5p3� 34.79 34.56 tiC 33 ti z 1498.93 RIM 1.5 DEBRIS Fp HGL p65 0 _ EXISTING GROUND O� STORAGE S� HGL S,O oo ado _ p1'2p 1432.1 BOT. / + 0000 1�'� NG 1431.7 BOT. 5p \\w• 18 PIPE 1480- 100 YR. `IGL � - 1500 1430 - 18 PIPE 8 3WATER1.0 P - 1430 >) ��p 1497.8 BOT. /022 �O� 1429.7 TOP S� � .58' h .so S,po FINISHED SURFACE s WATER / yc� 8 SEWER 4.os' OVER STORM DRAIN 1496.5 TOP PIPE FLOW: > ; > ; PIPE FLOW: 100 YR. HGL / ��„0 18 PIPE o Z -13.4 C.F.S. ``' Z w Z w Z W z Q =11 .9 C.F.S. m - Q ,00_ CL F, d p a ro d N 100 - im � M o M V=6.7 F.P.S. 1475- IDENTICAL POINT �'� r 1495 V=7.6 F.P.S. Z � Z o0 0_ 9 u7 r w � m � m � w � (0 •p.0200 m > INSTALL 26.03 LF. INSTALL 14.92 L.F. 1471.3 TOP R �,°' 'r o 5= z_ „ „ 18 PIPE �' � 00 00 w > 18 R.C.P. (CL ID� 18 R.C.P. (CL � / 6 Co � Z ± � m 1491.9 BOT. Ld O' U7 - 1470- s8s¢ / �o� 1490- 18" PIPE + 0) � Lo - 1490 �4 yc� ti� LO m 1488.5 TOP + 0) w /NV S ,0�3�p 0 z C c� rn z 8" SEWER S UCn1 S o - / p6�� w z o0 L0 w z LATERAL A 9 TO BE PRIVATELY LLIMAINTAINED R w m coo w c'/0 ro LO + rn a w HORIZ: 1"=20' H.O.A. a m > a- -1; + ca a a / w z w 00 w VERT: 1 =4 BY H0A 1465- 2 Z Z PIPE FLOW: o a 1485 + rn Cl- PIPE FLOW. a PIPE FLOW: a - 14"85 PLAN ON SHEET 1 1 146 �`' - cO - z w 0_ m a FINISH SURFACE- z (p � °�° 00 Q,00 =9.8 C.F.S. w z > '`� m Q,. 9.8 C.F.S. o " Q,00=9.8 C.F.S. o CB A9 OVER STORM DRAIN m + o+ VMAX=15.4 F.P.S. >00 m > oo w > w > VMAX=10.6 F.P.S. w >m > VMAX-9.2 F.P.S. w > 1461.83 TC M.H. No. 1 00 z co zM z o 00 w zM z zN z rn z 1461.00FL 1461.74RIM o r L0 + w � �� 00 � � � 00)4 0 00 MT y 1460- + (0 + 00+ 00 � � + � + m "+ ""+ 0 + 0) - 1480 K. - 1460 o � N �N � d � � � c0 �co .4r 58.43 a'c9 �G INSTALL 242.09 L.F. INSTALL 184.73 L.F. r INSTALL 178.82 L.F. INSTALL 93.67 L.F. HGL 18" R.C.P. (CL 13) 18" R.C.P. CL 18" R.C.P. (CL I!Z) 18" R.C.P. (CL IZ) LATERAL" A V " TO BE PRIVATELY 57.66 �'�y 56.77 PROFILE SCALES HORIZ: 1 =20 MAINTAINED HORIZ. 1 „=40 "�� " L „- VERT: 1„=4 BY H.O.A. 100 YEAR HIS \N`I• VERT. 1 -4 PLAN ON SHEET 11 1454.6 BOT.. 1A5393 - 145 _ 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 21 +00 18 PIPE sic FINISH SURFACE �. M.H. N0. ,INT. 10+00.00 CLOUDCREST COURT 14+39.40 M.H. NO. 1 OVER STORM DRAIN 2.91' =STA. 12+31.80 SUMMITROSE DRIVE 10+�4.67 �T. STA. 26 1462.0 RIM p 1QP L=4, H=4 106 CB As 17 PIPE FLOW: X 105 PAD=08.0 1461.83 TC Q =5.4 C.F.S. CO Lp 104 1470- 1461.00 FL ,oa PAD=04.0 58.21 VMAX=11 .6 F.P.S.9= PAD=01 .5 = �o0 6 HGL 100 YEAR HGL n- z 103LO 60 op• 0 57.44 w 1 w -y HGL PAD=96.5 0' 26 cp o 1a ,Lco��, INSTALL 15.94 L.F. 102 �� X`so op 1� 54�w .,.. 1465- 5:��J_ 18 R.C.P. (CL % -Xo�oo PAD=94.5 o 0 41.04' PIPE FLOW: Q,.=5.8 C.F.S. 9 do 39 VMAX=13.2 F.P.S. 101 cp o�k� 14 PAD=08.8LLI Z z �� 1k 3�' 40 1460- aLo SCALE. 1 - 40 PAD 90.0 �, i .� o C a PAD=04.0 n ( W 10035, W 7t m 0 20' 40' 80' 120' 160' PAD=88.0 , �d 'N 4 \ 's 15k156a INSTALL 12.67 L.F. NOT COUNTY MAINTAINED 18" R.C.P. (CL 12) 46 PAD=03.5 w CAI 20 41 o ? E s PAD=05.5 16+22.89 M.H. N0. 1 26 99 L=4, H-4 PAD=83.8 ;- •��'' J �0 , 0 0 =19.�6' 6CD ►� a oil o �� , 6o ,oEwh\-K SECONDARY STORM DRAIN MAINTENANCE NOTE: CONSTRUCTION NOTES 28 \\ o X� � . �J �, \ w �_- Y DND\N PER S.I.r ESCAPE 5 ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET 20 INSTALL 18" R.C.P. (CL I� . O cG 9 8 fir' N ll �� \y O� �� 45 J DRA ROUTE o STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE 23 INSTALL 36" R.C.P. (1250-D) OR 36" C.I.P.P. (T=3 1/2) PAD=81 .5 ' F 42 PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE 26 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. N0. MH 251 PAI) 05.5 STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME (L & H SHOWN ON PLAN) � a ryes 9 ��x PAD=06.5 Underground Service Alert OWNERS ASSOCIATION FOR THIS PROJECT. 28 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. NO. MH 254 ��;� �� ` m o �. � B �g0 F (L, C, D, A, ETC. SHOWN ON PLAN) F r Call: TOLL FREE �� '° oo�� ;�� `;46,49' ��G �� / 31 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET 12 o ` / 1 -800 9� 47 6k�� \2D E ° F P�� 97 PAD=81 .3 h�� _ o 227-2600 0 �� r ,� . TWO WORKING DAYS PAD=74.0 A � 44 � \�s`596, � � oil 0 24+1CMP RSER 31 BEFORE YOU DIG PAD=06.5 43 Q� Q�� b 1504.5 RIM A �`o Q w� '��'' 03.0 1503.0 FG . . � ra_...._.. ,. n._. Y CURVE DATA TANGENT DATA - FG DEBRIS BASIN PER PAD-07:0 a�Q � INT. 16+10.42 SUMMITROSE DRIVE o ROUGH GRADING PLANS 23 =STA. 10+00.00 LONE MOUNTAIN COURT FCG DELTA RADIUS LENGTH TANGENT BEARING DISTANCE N �, TRACT BOUNDARY OWNER DEVELOPER o. o, 1g 23 °c 0 r��l- �� /�-•� JJ J/�J OA 22°00'02" 22.50' 8.64' 4.37' A N71°06'21"E 6.22' � CONCRETE DRAIN PER © 24'51'45" 294.00' 127.58' 64.81' © N73'17'54"W 24.50' RYMD U0 ,6B 6 ,, INo ROUGH GRADING PLANS ti Q �� o °\ /� A NOTARIZED LETTER OF PERMISSION O 38'27 29 356.00 238.95 124.17 N16°42 06 E 74.45 HOMES 69 v��, �� \b DAYLIGHT ACCEPTING THIS SLOPE GRADING AND/OR D 90'00'00" 22.50' 35.34' 22.50' D NO2'29'51"W 78.88' 5740 FLEET STREET, SUITE 200 - �o G��P'�� T 1 99 `` DRAINAGE IS IN FILE OF RIVERSIDE Q CARLSBAD, CALIFORNIA 92008 PAD-75.3 �0� ,C� �,j, -�o LOT COUNTY TRANSPORTATION DEPARTMENT OE 19*11'58" 90.00' 30.16' 15.22' �E N28°17'09"W 67.66' CA� c C1 DATE OF LETTER: 12-11-02 TELEPHONE: (760) 603-8001 Vp � �PEN SPACE) NOT COUNTY MAINTAINED 25°47'18" 60.00' 27.01' 13.74' NOTE: SEAL-COUNTY SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE TRACT 25251 - 1 P 020050 SHEET N0. SHALL NOT COMMENCE UNTIL AN QgOFESS/pNq TRANSPORTATION DEPARTMENT QROFESS/p�, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A `�O � A• or � �O a A, s q� 11651 STERLING AVENUE, " 16 GRADING PERMIT HAS BEEN ISSUED. �� F2 APPROVED BY: �� P`� �iy F� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 „ (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE 99A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w Y rzn ? m IN CAP WELL MON. STORM DRAIN IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 No. 25917 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * Z L 3 * Exp. 12, 31/05 * PREPARED BY: R.C.E. NO. 25917 (1984) FOR „ „ OF 16 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE s� Q K ED A N DATE s LATERAL B24 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9TF CIVIC �� qT CIVIC ��P EXP. 12 31 05 SCALE: REVISIONS OF CAOF -Z -� FOF CAO� S DATE: ¢-17-o3 FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY REC DED BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=8' RYLAND HOMES FILE NO. jN589/04-17-03/589sip 16.dwg/S:40 GENERAL NOTES CONSTRUCTION NOTES & QUANTITY ESTIMATES* 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE COUNTY OF LEGEND TRACT NO . 25251 1 ITEM DESCRIPTION QUANTITY CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE (909) 955-6885. TC - TOP OF CURB ELEVATION 1O CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 (6"C.F.) 13,510 L.F. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. FL - FLOW LINE ELEVATION (DCONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD. NOS. 209 & 209A 9,765 S.F. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION FS - FINISHED SURFACE ELEVATION STR T IMPROV M NT P ANS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE OT - ON TANGENT O3 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. NO. 403 28 EA. NO. 461 AND SUBSEQUENT AMENDMENTS. OC - ON CURVE BVC - BEGIN VERTICAL CURVE O CONSTRUCT SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. 80,963 S.F. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE EVC - END VERTICAL CURVE (W=5.38'-6"C.F.) RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT BCR - BEGIN CURB RETURN FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC ECR - END CURB RETURN 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.50' A.B. (CLASS II) AREA= 282,600 S.F. USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL BC - BEGIN CURVE 1 A.C.= 5,087 TONS REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES EC - END CURVE \ A.B.= 5,233 C.Y. AND/OR PERMITS MAY BE REQUIRED. - DIRECTION OF FLOW \ TRACT BOUNDARY 5. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, CONSTRUCTION BUBBLE 0.03 GAL./S.Y. PAINT BINDER 3.9 TONS \ �ts�.3 O6 APPLY ASPHALTIC EMULSION. 0.05 GAL. S.Y. FOG SEAL 6.5 TONS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. - CURVE DATA \ r��J�J oq o=30 9 =1.4 r r- ci - /6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH TRA r �--�""-C&G - CURB AND GUTTER \ r�r i�- 0�0,I 00=2 2 c c r,JO CONSTRUCT E� DRIVEWAY APPROACHES PER RIV. CO. STD. 207 , __...._ .._..__.. 34,650 S.F. GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF \ �J EXPANSIVE SOILS ARE ENCOUNTERED. -- - STREET LIGHT I \ _2 9 Q ORp�N ,� JJJ _ f , „ 7• ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN - STREET TREE I \ goo=4•8 =15.6 ROPOSE� STORM ��\JJ� )�0/�J ,� 8 ALODERGATE DRIVE NSTRUCT SIDEWALK PER RIV. CO. STD NOS. 400 & 401 (W=5.33 N8 CF) 19,215 S.F. DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE �0 2s.2 P 15' PRIVATE � -_ -T T APPLIED AT A RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY . ASPHALTIC I \ g00 199 EASEMENT 8 \ o \10 \t O SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW 227 L.F. � EMULSION SHALL CONFORM TO SECTIONS 37, 39, & 94 OF THE STATE STANDARD SPECIFICATIONS. ( \ 5 8 TRACT BOUNDARY 58 PAVEMENT AS SHOWN ON DETAIL HEREON 8. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. I q00=9•8 l 56 57 59 \ 10 INSTALL BARRICADE PER RIV. CO. STD. NO. 810 40 L.F. LIST OF SPECIES: I �PROPOSE53 54 55 ET / 7 O D STORM DRAIN 52 s�RE 82 \ 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. N0. 816 16 EA. a. LIQUIDAMBER STYRASIFLUA - LIQUID AMBER t+ 60 \ 3 b. QUERCUS AGRIFOLIA - LIVE OAK I r-) HIGH RIDGE PROPOSE 51 1?R c. PLATANUS ACERIFOLIA - LONDON PLANE I A N SEE CIRCLE ESHEET S STORM DRAI 50 SNEER 61 81 j� 83 \ g I \ \ 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL HEREON 36 L.F. 3'-l;-1��- „�- 0-3- 7 (PRIVATE STREET) i2' PRIVA ,� ppV0 5 63 62 80 I �'� CONSTRUCT 6" TO 8" CURB AND GUTTER TRANSITION (REFER TO RIV. CO. 9 STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING I JJ JJ ts' PRIVATE 1 43DD INAG � W ; , ^ S ORM �� 64 /// 13 329 L.F.-� 65 791 84 / STD S 200 AND 201) DRAINAGE 42 44 1 49 w W 66 10. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED I Q1 =35.0 EASEMENT 41 �00=170.s W-to �68 67 =17 2 /q � 77 78 .0 85 8 14 UTILITY TRENCH. (REFER TO RIV. CO. STD. 817 & 818) 15,000 L.F. ACCORDING TO COUNTY STANDARD N0. 206 AND/OR N0. 207, AS DIRECTED IN THE FIELD. �00 38 ~ - �/ 86 i��J\J I 39 45 > - 69 00 gyp' 76 �Q` r, 87 15 CONSTRUCT TYPE "D" CURB PER RIV. CO. STD. N0. 204 MODIFIED TO 6"CF 188 L.F. 11. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN r I 37 �P 0 f 47 a 75\^ �w 88 O ( ) PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL r�r�i�-��J-0 Jil, PROPOSED STORM DRAIN S- Y 46 .. �� 71 74� O rp +�, 16 REMOVE EXISTING PAVEMENT FOR CROSS-GUTTER CONSTRUCTION 2' WIDE MIN. 226 S.F. OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER =11 0 I 36 UMM� ff� Sp 7 �� ,90 89 l / / O ( ) STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS _19,4 -1.5 I R 72 `� SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION �00 -2 5 35 107 Sff F FFTJ Q �, 91 17 CONSTRUCT CURB OUTLET STRUCTURE PER RIV. CO. STD. N0. 308 7 EA. OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990. qoo Q° _37 106 105 f T s p p OSEp g$ 97 Shy Q �j.`�' 92 ��,5 c�- EXISTING CURB =30.1 I 34w 1 p4 99 F P GP 18 CONSTRUCT UNDER SIDEWALK DRAIN PER RIV. CO. STD. N0. 309 2 EA. 90 11' PRIVATE g00=6'2 �`" 108 103 STORM DRAIN 96 g ,% 9 �� % �� AND GUTTER 12. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. c�0 =2.2 °°_ DRAINAGE ( 33 102 101 100 94 Py9'`� BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE 400=3.6 EASEMENT TRACT BOUNDARY I =5.3 g �o`g ROADWAY EXCAVATION 5,500 C.Y. FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. ------ Q -8•9 �,109 138 00=85 �, S TRACT _ 32-� 11 12 113 IVATE STREET) 141 �C �.� _ 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, rl ( r r _- =14.8 1 110 114 139 P Q�yINSTALL STREET LIGHTS PER RIV. CO. STD. NO. 1000 & PER COUNTY THE DEVELOPER IS RESPONSIBLE AS A r J rJr�r t2' PRIVATE g0° Q� - WOODWIND �' - \ r r r r�- 36 EA. MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, i =5.3 PROPOSED �- AND MAY BE REQUIRED TO RECONSTRUCT rRAC r DRAINAGE °� 31 (PRw TE COURT p� T42� \ >> )=)J STREET LIGHT PLAN. MODIFY STD. TO USE 55 WATT L.P.S.V. 8000 LU. 16 goo=8.9 STORM DRAIN /G+ T 115 140 � 15• r) � � r r r EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE r r'r r_ EASEMENT 17 (PRIVATE STREET) y SEE SHEET , P t43 , I\JJ� 21,913-�%�; 0 �, �J II' 15' PRIVATE 30 °' 00--00.'RT TRACT BOU DARY J INSTALL STREET TREES PER RIV. CO. ORDINANCE NO. 460 & 499 315 EA. STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. t� SAND CREEK TRACT BOUNDARY 192 a DRAINAGE 123 sE 137 144 �°� (INCLUDES ALDERGATE DRIVE) 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND ( 15 18 CIRCLE 191 EASEMENT, sH fT 116 " PROPOSED SEE SHEET 10 E- 29 22 �� 145 / EXISTING 84 STORM DRAIN MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE STORM DRAIN , p 11 12 13 121 117 136 PER R.C.F.C.D. STORM 3'2 CONCRETE MAINTENANCE WALK PER RIV. CO. STD. N0. 113 282 S.F g � , f 120 119 118 135 5 146 - -- ,� 19 PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING r 12' PRIVATE �$ PRIVAT STREET) 14 19 1 PROPOSED 25 26 27 28 124 147 / DRAIN PLANS FOR �` " 00 O (FOR MEDIAN ON SUMMITROSE DRIVE) PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT /\PJ�J DRAINAGE $ STORM DRAIN 24 PARCEL MAP 21838 BY THE COUNTY. r� r EASEMENT ' 20 -_ 34 J� 148 / r�LJ��J�J JJ J 013 =0.3 5 ;I 6 �PAN� MA --.. HI pR�� 21 =3.4 _ _ (pR 125126 133 � � / DWG. N0. 4-562 -j -0 4 + Tf 22 00= qrF 127 77Q10 R.C.F.C.D.) 15. CONSTRUCTION PROJECTS DISTURBING MORE THAN 5 ACRES MUST OBTAIN A NATIONAL 00 1ET rR€ 23 - sr 128 129130 131 132 150 sEE 187 186 185 RIV Fj. 15.s �, POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE :; 189 188 184 sf f _ \v` 151 5��` / REQUIRED TO FILE A NOTICE OF INTENT NOI WITH THE STATE WATER RESOURCES CONTROL `° 90 183 Sy 170169 168 s ._ oo= %�" / p`` 2 _1=t 20 INSTALL 18" R.C.P. CL 1,004 L.F. Q ( ) 1 182 171 167 s .. 152 P� / �o �d o0 1.7 O BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) EXISTING CURB 2 -5 s _g 7 181 172 66 t`) P �� p� 3 AND GUTTER 3 P 180179 173 -� 165 3 PAN 153 P� /�� eg 21 INSTALL 24" R.C.P. CL OR 24" C.I.P.P. T=3" 522 L.F. AND MONITORING PLAN FOR THE SITE. 4 _ (PRIVATE STREET 8 174 154 o� ( ( - ) - _ ) PR�p oo- • 175 164 �� 16. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL srQR OSF 178 177 176 158 00= . � 5` 84 \JJr J\JJr r r r�f�r J �> >� EXISTING GUARD 193 - �RI �M D =1.9 W 156 � � � � r. � 22 INSTALL 30 R.C.P. (1750-D) OR 30 C.I.P.P. (T=3 ) 1,727 L.F. STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. HOUSE & GATED 8 i aB�I �� R4/N f _ 163 157 f- 8-8 TRACT C C C r !'l r ,/ r \ r �J�r .,JJr�� 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND ENTRY / l �W 859- TRACT BOUNDARY oo- N 159 196 /� g2 r r 23 INSTALL 36" R.C.P. (1250-D) OR 36" C.I.P.P. (T=3 1/2") 977 L.F. MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, �e;� t77 r- �� 194 PROPOSED STORM DRAINLd 8 �:� f�J J r O OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR / �aa �g \ EXISTING CURB 162 �,160 �� / I\jl' ,- 06/00-0 3 24 INSTALL 42 R.C.P. (1100-D) OR 42 C.I.P.P. (T=4 ) 208 L.F. OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE 1713 C ° AND GUTTER ! -! so �Ss `� 161 7 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. N0. 300 JURISDICTION OF THE DEVELOPER. �01 l� �� '1 !�� (PRIVATE STREET)195 1 `/ 7g D / 25 (W & H SHOWN ON PLAN). LOCAL DEPRESSION PER RIV. CO. STD. 311 9 EA. 18. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, �sg Iso - ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND / OR EXISTING 30" STORM DRAIN �r2 / \ x + 7g rr MAP CONSTRUCT MANHOLE N0. 1 PER R.C.F.C. & W.C.D. STD. N0. MH 251 INDEX CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION�-� � 2 PER R.C.F.C.D. STORM ig8 = - _ 7S 26 4 EA. O (L & H SHOWN ON PLAN) DEPARTMENT. 'o� -p- \ DRAIN PLANS FOR 167 �42 � to REFER TO ALDERGATE 74 "- ' oQ < 3 5.2 PARCEL MAP 21838 �43 �3D lag PLANS (859-RR) SCALE: -200 ti�9y O \ 00=84 DWG. NO. 4-562 / 7 �3g 134133 182 -13l 130 �D `\ 73 / 27 CONSTRUCT MANHOLE N0. 2 PER R.C.F.C. & W.C.D. STD. N0. MH 252 3 EA. ti '4 MAINTAINED BY R.C.F.C.D. 128 (L, D, & A SHOWN ON PLAN) NOTIFICATIONS s o ��f� (MAINTAINED ) \\ 72 o % EXISTING 48 STORM DRAIN �� SHEETS 2-5 PANORAMA HILLS DRIVE CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. NO. MH 254 6 EA. 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT '°J-po ��c� PER R.C.F.C.D. STORM TRACT =1_7 t SHEET 5 HIGHWOOD COURT 28 (L, C, D, A, ETC. SHOWN ON PLAN) CONSTRUCTION SECTION AT (909) 955-6885 AT LEAST 48 HOURS IN c� DRAIN PLANS FOR r Q100=2.7 " SHEET 6 SUMMITROSE DRIVE ADVANCE OF STARTING CONSTRUCTION. 2.1 G� PARCEL MAP 21838 j)�JJ EXISTING 84 STORM DRAIN �o 4 - CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. & W.C.D C 30 6' DWG. NO. 4-562 PER R.C.F.C.D. STORM =4-4 SHEET 7 LONE MOUNTAIN COURT 29 STD. NO. TS 303 (L, C, D, A, ETC. SHOWN ON PLAN) 2 EA. 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO goo= (MAINTAINED BY R.C.F.C.D.) DRAIN PLANS FOR `i00=7.1 SHEET 8 FEATHER HILL DRIVE & HIGH RIDGE CIRCLE EXCAVATION OR TRENCHING. R/W R/W PARCEL MAP 21838 SHEET 9 WHISPERWOOD DRIVE & QUAKING ASPEN 30 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. M 803 5 EA. SO. CALIF. GAS COMPANY VIA U.S.A. 1-800-227-2600 70' DWG. CT O. 4- °q0=_7'3 SHEET 10 SAND CREEK CIRCLE & WOODWIND COURT O SO. CALIF. EDISON COMPANY VIA U.S.A. 1-800-227-2600 PROJECT N0. Y GOLF 7 �0° SHEETS 11 -16 STORM DRAIN 31 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET 12 8 EA. 50 (MAINTAINED BY GOLF COURSE) O GENERAL TELEPHONE EDISON COMPANY VIA U.S.A. 1-800-227-2600 4 6' 20' 5' 5' 20' 6' 1 4' 32 REMOVE EXISTING STORM DRAIN AND/OR INLET STRUCTURE 32 L.F. FIELD CABLE VISION VIA U.S.A. 1-800-227-2600 WARP SIDEWALK T E.M.W.D. 909-928-3777 2'1 00 1 .47T 2' 2' 1 47T �O �� MEET DRIVEWAY 5 L.F. 2% �O G 1.7% 7F TC �� r SIDEWALK ® 5' 33 INSTALL 30" C.M.P. (12 GA.) RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 �� • 2'1 �, I I EDGE OF 1' AB ® EP QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND PRIVATE ENGINEERS NOTICE TO CONTRACTORS 4 1 5 6 15 F.S. A 5 6 1 4 I m DRIVE WA SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN I QUANTITIES AND BID A COMPLETE JOB. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 19 L J _ AC QUANTITIES FOR THIS ITEM ASSSUMES ALL DRIVEWAY WIDTHS TO BE 16' WIDE. THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF A 1 A UNLESS OTHERWISE NOTED ON PLAN. OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. SUMMITROSE DRIVE 6' - 4' THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT NOTE: SEE DRIVEWAY APPROACH DETAIL AB THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE TYPICAL SECTION BELOW RIGHT FOR SIDEWALK 0° R/W PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES CONSTRUCTION ® DRIVEWAYS SIMPSON RD. OR STRUCTURES. NOT To SCALE R/W EDGE OF PAVEMENT DETAIL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED (PRIVATE STREET) so R/W 12 o = NOT TO SCALE \ � CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME PER RIV. CO. STD. NO. 104A 10 40 \ 10 Q SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF (MODIFIED TO ADD MEDIAN) 4' 6' 1 20' 20' 6' 4' O TRACT a � ALDERGATE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; SUMMITROSE DRIVE STA. 19+43.85 TO STA. 21+54.35 2- 7 � CL EDGE 25251 - 1 DRIVE THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL T.I.-5.5 PRELIMINARY R-VALUE-41 / 2% �O�O �, S �4 2% ¢ DRIVEWA r G 1.7% 1.7% _ I > WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, ti C 2'1 SIDEWALK 45' 2' 1 �P L AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, I I (MIN.) MIN.) �'� G Of 14 0- WARP SIDEWALK GRIND 0.10 MIN. s w REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. I 4 1 5 6 1 2 MEET DRIVEWAY EXIST. PAVEMENT AND SAWCUT AND REMOVE ,� �� m THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR I I OVERLAY 0.10 MIN. EXIST. PAVEMENT SA G o FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO PLANTING NOTES L J TYPICAL STREET SECTION R/W �� T z z ANTELOPE CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND ALL STREET TREES SHALL BE LOCATED WITHIN STREET RIGHT-OF-WAY, 1' FROM NOT TO SCALE w 10' ROAD RESOLVED. PROPERTY LINE AND A MINIMUM OF 4' FROM SIDEWALK OR CURB. (PRIVATE STREETS)- 6' 4 S G�pp 10 - NEWPORT ROAD CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR IN LOCATIONS WHERE PARKWAY IS TOO NARROW TO MEET THE ABOVE REQUIREMENTS, PER RIV. CO. STD. N0. 104 A " m 3/4" RISE F ,� © NEW PAVEMENT LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE STREET TREES MAY BE PLANTED A MINIMUM OF 1' INSIDE PRIVATE PROPERTY. PANORAMA HILLS DRIVE STA. 7+95.00 TO STA. 43+55.69 1 LIP (G EXISTING PAVEMENT MAP PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. HIGHWOOD COURT STA. 10+00.00 TO STA. 13+70.09 $6767 51 VICINITY = APPROXIMATE STREET TREE LOCATION. NO STREET TREES SHALL BE SUMMITROSE DRIVE STA. 10+00.00 TO STA. 19+43.85 1/2" RISE FROM CONTRACTOR TO TAKE EXTRA PAVEMENT JOIN DETAIL 9 NOT TO SCALE OWNER DEVELOPER Underground Service Alerf PLANTED WITHIN 10' OF DRIVEWAYS OR CORNER CUT BACKS. LONE MOUNTAIN COURT STA. 10+00.00 TO STA. 12+50.00 1" CF TO BW CARE TO MAINTAIN 1.5% 9 LONE MOUNTAIN COURT STA. 12+50.00 TO STA. 16+60.37 GUTTER CROSSFALL, (3/4" DROP), NOT TO SCALE SECTION 35, TOWNSHIP 5 SOUTH, EFORE y MINIMUM SIZE OF STREET TREES TO BE PLANTED IS 15 GALLONS, OR 1" DIAMETER FEATHER HILL DRIVE STA. 10+00.00 TO STA. 16+40.27 IN 4 WIDE SIDEWALK D Call: TOLL FREE STEM SIZE. SEE STAKING INSTRUCTIONS. HIGH RIDGE CIRCLE STA. 10+00.00 TO STA. 11+40.00 SECTION A - A RANGE 3 WEST _RY M 1 1 WHISPERWOOD DRIVE STA. 5+00.37 TO STA. 8+63.32 _. -.__ _ __-_��. �.a R-VALUE PER SOILS LETTER I INDEX OF SHEETS -800 APPROVED SPECIES: , �,' T L � � QUAKING ASPEN STA. 6+77.93 TO STA. 10+00.00 HOMES 227-2600 a. LIQUIDAMBER STYRASIFLUA - LIQUID AMBER s-�' SAND CREEK CIRCLE STA. 10+00.00 TO STA. 11+22.00 DRIVEWAY APPROACH DETAIL (MODIFIED) SHEET NOS. DESCRIPTION 5740 FLEET STREET, SUITE 200 b. QUERCUS AGRIFOLIA - LIVE OAK . r� . n , ; � , WOODWIND COURT STA. 9+07.00 TO STA. 10+00.00 7 N0. W.O. 3338-E-SC BY GEOSOILS, INC. TWO WORKING DAYS 0 C 4" NOT TO SCALE 1 TITLE SHEET CARLSBAD, CALIFORNIA 92008 BEFORE YOU DIG c. PLATANUS ACERIFOLIA - LONDON PLANE r �_ o' - T.I.-5.5, PRELIMINARY R-VALUE-41 DATED: 12-11-02 I 2-10 PLAN AND PROFILE TELEPHONE: (760) 603-8001 11-16 STORM DRAIN NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: TRACT 2 5 2 51 - 1 I P 020150 SHEET N0. COUNTY OF RIVERSIDE CSL ENGINEERING, INC . RIV. CO. B.M. M-48-69 DESCRIBED AS FOLLOWS: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/py 0.7 MILES EAST ON NEWPORT RD. FROM GOETZ RD., COUNTY 0 F RIVERSIDE 1 ENCROACHMENT PERMIT AND/OR A �O A. 0 �l O A. q 11651 STERLING AVENUE SUITE E 85' �,0 ry F �� c�0 S�,�� RIVERSIDE CALIFORNIA 92503 #21 SOUTH OF NEWPORT NORTH-SOUTH UTH 24' NORTH OF POWER POLE GRADING PERMIT HAS BEEN ISSUED. 4, �, � 2 APPROVED BY: �, �P y 2 � �215388 IN A NORTH-SOUTH POWER LINE, 16' EAST OF Z� vZ Z c;- y z (909) 785-5122 * FAX (909) 785-5180 A DIRT ENTRANCE TO A RANCH, 1' EAST OF DOWN GUY, SCHEDULE "A" THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 2 RAS 9 24�b7 PAS'b11\L-C W Y m w m 1' NORTH OF A MARKER POST, SET A BRASS DISK IN STREET IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. �qS 33950 2 No. 25917 THE TOP OF A CONCRETE POST. OFV= 1409.771 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL 03 ,��1/5E0 LONE M041V7,'V1A/ ''GIU.QT /�.QOf/L,E ?;A(45 TS yF Exp. 6/30/06 �� Ex 12/31/05 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 9 4,/s R.� D Zf1TE,Q,&5 "B9"� "gt5" PRoF/t,ES �3 s� * K D N DATE s p PREPARED BY: R.C.E. N0. 25917 19� TITLE SHEET of 16 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE A DATE 9T�. CIVIC O��\� �Zy_j� q�F CIVIC o��P S EXP. 12 31 05 SCALE: AS SHOWN REVISING THE PLANS FOR APPROVAL BY THE COUNTY. OF CA 1�F OF CAO- DATE: ��^03 H: AS SHOWN V: AS SHOWN FOR: RYLAND HOMES W.O. COUNTY ENGINEER REVISIONS COUNTY RECOM BOYLE ENGINEERING DATE RICHARD A. SCIANNI FILE NO. JN589/03-1 1 -03/589sip1 .DWG/S:200 I 139.29' VC, OC PORTION OF 300.00' VC API 5 1 PROPOSED TOP OF CURB _j PI=71.85 ® STA. 14+87.06 O 6 6 6 50.00' OT 20' LEFT OF �. (67C.F. PROPOSED TOP OF CURB �° PORTION OF 300.00 VC 20 LEFT OF (67C.F.) 1. a6 PI=71.85 ® STA. 14+87.06 0 10E FOR ECURB m w PROPOSED TOP OF CURB co o 'n 28.82' 'n w ca RETURNS r- coo � (0 20 LEFT OF (67C.F.) U - 1470 LT 1455 LT- `n W OC EXISTING GROUND ® � EXISTING GROUND "� r- L �N '� M 0 0 cQ > LO LOw 0 p r + + + M 00LO o w 250.00' VC M w M 0 ►ioo � (D CIO cl\o + oLOr- � � c�oii °o °° 70.00 VC 38.40 OC ,n + M + + co co N mo C° O > PI=59.06 O U _ 40.14 OC 100.00 VC 0 cD 0 0° U o w 36 00 VIC m v P I=44.04 9, 9. 9, ' ' LO v3 + `° d co = co M o � po > 0 LO > W w 4 4 4 PI=44.45 0 > IDENTICAL POINT U a0 a) c0 AN GRADE (06 d r- 0 U O 0 0 0) LO� PI=54.83 �s o N U 44 A/4 '/4 =-0.37% 18' 18' - 7 N > -j U U 0 w > o_ + �`! - ° r � � � 0) o O °° O o M � W 69 U a) to m t_ L� > m O Q) 00 `m N M cD + � O 0 N p 0 O ►fj . 1.465E 1450 LT- 00 TAN GRADE CROSS-GUTTER F.L. o - a a m �r U cn p L0 co M 0) o p J a � > > J M `0 o + a) o6 o + oo =2.93% ° (0 + ao oN N LO "� o � qt + °p er UUj LL_ M �i S29 cfl N + '� � o cor O M N a0 N 00 co ED,* 00 �} U N> 0 00 N M t\ co ° N + CO o0 + + a+p N c0 4.36% cS Q �� 00 cop 0) U m m - 0 N M + `� N 300.00' VC + c0 I� s �? N a v �sry + co.� 00 .t w N o �o 0 0 ± cow ,+� c0 � (0, `° W cPs� w > oo �p `r LO � �t 0 v o 0 c.0 PI=71.82 w v n U = oo w -7.48% rn qt N 0 a)� N w �v Sri N ca No ^� ,N ± �i �`�° �° U 17 .. . .. 17+72.25 W co C.B. A9 j 61.83 LP l > � > � - + d un w * � �� (0UOm+ � � 14 O$ coo 0 0 r _ m in O a) + °M°� °�°� m a) ca0 + Mp cro 1. p O � N I� ao O c0 U 1455 �- IDENTICAL m 'n + rn �+ '`� M �� co ri M M M N o > : EXISTING GROUND ® �- 1 460LT POINT rn �+ `� `r 0 o cNo M ao z + co + co + co `° M N 0 w 250.00' VC 0 TAN GRADE PROPOSED FI (SHED p 0 to M 0 + ��, -LO ( LO ^ (0 + co + c - 04 Lo p p U PI=59.03 1456 U O M LO + n LO c� LO c0 c0 + 00 N o 1.56% 100.00' VC o + '* c0 c0 c0 M `� m p 18h P/p I N S U 0 W 0 _,.78% SURFACE AT cD N V- co + EXISTING GROUND ® � TAN GRADE=-1.59% r 0 ao o E � 0 TAN GRADE=7.00% U IDENTICAL POINT N + o o m m O o + q* P I=44.42 o w > 0 + c0 /� C cn Sri + o U 1450° - 139.29' VC, OC .��9 50.00' VC TAN GRADE=-7.00% U p o c� cry m to � PROPOSED FI SHED � co co � + � u.� � _ o0 o N o 0 0 6 � + � °_° �� + 1 465 `L ° U > O co cD a0 0 M O CO , PI=57.21 > PI=43.01 a 0 L0 U 0 + ao 0 + ¢ - co + N 0) i0 0 ,n N + (� U m U a J m aomN0) � � SURFACE AT S2g + N � � � �, ,� �� + � � PROPOSED FI ISHED + 6 6 6 50.00 OT > > a o ao N M o , + + ao -I- + a0 N 4.36% � M O O U o f -' � U U o + N + N 300.00 VC 000 U Q I U U X Q > 0 0 � co� � M � P1=71.85 U = c0 � � = co �, 0) �; o W �, x Q Z Q �, m o o SURFACE AT `° w Q >o OR = 28.82' 0) o p �` � cn C� N U` o 'ri ± '* 10 > 0 co co 4 a0 U 6 M O rn W W T_ �0 I- (0 � � �° 00 O M co O p O I� 0 > OC M N J O O 1' 0 m tD ,/� 1455 RT- w 0 + M 6 o� �� 0) � 1�0 . �a0 Lo o 10 o N N � N� O O O I� � p M cD M LO N 0 V _ 1 460 LO LO rn q r- LO(O 0)0) 0 M N p+ 't? d ,an0 0 cfl ao LO + + ca + cfl cn M r- LO 0 w -250.00' VC CD + M � ri rco � � + � 0 o 00 P1=59.06 U W U N + N+ M . (00 'a0 d.N 00+ c00 N c0 r- O + U-) n M r- M r, + 00 W U7 O � 00- t0+ o?'- co + O M o M 00 + � c0 c0 w�O a0 rn �0) st+ r0 O r� eh �O CO C j + O p 0 > 0 > (3) 14, , � 100.00 VC O r- qt 4t0 rco + � M � � mp U ow Z DO ,3 ° PI=44.45 U IDENTICAL POINT r rn L0 c° + 0 � 0 'o po rn �M \6� U � " w 9�0 �' U ow > 0 + N � co (D (0 00 0) 0 0 m o o � M � �� 69 ci Oi _ _50.00'_ VC 1.89% 1.50% c� m o rn_ °° N "� co + co 'n cn o N o 0 0 �i + LO taco 1450 RT- ° � N U 38.40 > 0 (0 PO 0) p 0 V- 1465RT c0 > p co 00 ao O M 0 CO M PI=43.53 40.14 OC OC p 0 0 + + 4 w + N N ►-) o N + 0 PO s29 CON + M .4- OCDI- �t a) M + N � N � co r � c0 co r- N + 0? + 00 + � + a' � N � � 4.36% - M 01 �) aD0 O > > 9,4 9,49.4 � mNN = � O U N + M N co I" � r-ro c0 Q Zit 00 M 0 w _I 4 4 J> 00 + c0 + c0 r cD c0 ° 0 � 0_ W w L j m O (0 qT � c0 � > + t0 W rM 0 00 O ... 0) � m ,_0 + $°�° co•Q 1445 RT- 89 00 + M � �� + � � � 1° � � Ijm - 1460 RT M °' "' M ~ + gip M PROPOSED TOP OF�� CURB PROPOSED TOP OF CURB N J �, PROPOSED TOP OF CURB + Np + .' * � M � 0 �� 20' RIGHT OF �. 6 C.F. 20' RIGHT OF (6" C.F.20 RIGHT OF (6" C.F. 0 � r � N J TAN GRADE=-5.68% t 0 W 00 in � � 9�° PROFILE SCALES TAN GRADE= 3.8090 w M H OR I Z. 1 "=40' �O� � NOT COUNTY MAINTAINED TAN GRADE=3.94% VERT. 1 =4 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 �� 18+00 19+00 � INT. 10+00.00 PANORAMA HILLS DRIVE CURVE DATA =STA. 06+38.32 WHISPERWOOD DRIVE CONCRETE CHANNEL PER 17 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT ROUGH GRADING PLANS S /A 210'01 17 38.00 139.29 OH 33°52 45 680.00 402.09 207.11 � N q o ^ C� L`R , O ' ' ' 92-04'12" 25.00' 40.17' 25.92' �R E� ,� B 15'00 38 110.00 28.82 14.49 I ooD 1 11 2 13 EE sH E K X h © 15°00'39" 110.00' 28.82' 14.49' 04*13'54" 700.00' 51.70' 25.86' ASPIC 1 14 10 ^ ^ OD 92'00'00" 25.00' 40.14' 25.89' K 00-44'17" 720.00' 9.27' 4.64' Vd N DRY g o Q1 SHE w pRIV AjE „ , SEE � 12 1 � OE 88°00 00 25.00 38.40 24.14 © 45'11 36 330.00 260.29 137.34 2 �' ENbt ENT 1 `'� 1 0 v� c, F M -11' " 350.00' 276.07' 145.67' 30 8 EASEM 1 6 BCR 11 ^ � ,,� O 26 09 13 720.00 328.66 167.24 O 45 36 CONCRETE CHANNEL PER 0' 0 1 3 L=50.00 L=59 00 L=,56.37' �o^ , , ROUGH GRADING PLANS Z � 20 ��- , - _ , © 29°38 51 700.00 362.21 185.26 ON 45'11 36 370.00 291.85 153.99 2 1 _50 =84.62' °� co U, o m N 10 s, 1�ECR Z 1R 33122, L- 00 ,�-,�5 3 3 co + �� 5+ ZozS w 4 G F 13+00 1 5 6 4 2 I 20 LOT 191 CO I o °° �'s , 11 58 0 46ZC "' o 12+00 - 6 .6°TC (OPEN SPACE) 12' PRIVATE cn t 3 6FL o_ Q 2 _ C , ; 1 8 4g, q -�o 6 3 ` 46.3gjC 4l.9 4 H I �oj�, 00 FCR 21 7 ,o ' . DRAINAGE I o a6 gCR D` D 45.BaF� 1 1 �O1 �1 EASEMENT IN z 5+g4• 'o SC I _ 4 ' 4 F` 1 11}OQ o 0 4 61 9F C 83 o ti cy 3� GRADED EARTH DITCH } 2S '� 3 ROUGH GRADING PLANS 5 ~ I �' 41.55' E ,��0 2 4,45E 46G:2$jC 4 ass 22 X ,� 17 o ►_N : 61 6 , L=61.00 L=61.00 L=61.00 1St K 1$f PROP ^ ^ �, ", g5jc 5 45�aF` L=61.00 ' _ N69 s �c 1 sr �sFO . ^ ^ � LOT 191 2 .00' L=26.20 4 gF� E L_6j °p, 230, S, M 4 . �� E 41.35F` �' oo� FF RAl � ZC o, 42• ^� o'`'�� 30 3g _26 91 1, 6�6STC 16,(00S Sy� (OPEN SPACE) 4� 03 0 0 �o 61.°°, , o / 23 N p� , �.,49.12TC 46.5+00 2 o, , 51'00 R 5 6 c, . S?o W 192 h`ti�00�` h o� .48.62FL C 4 1 9 N 4 11j� �� 6}a111 8C 187 186 3�5, 4 �� 88 185 _� 1 "1�1445„� 4 3 184 in co 1� 00 4 rn i A gk� �G B o 54 51 11 2�58. D x t �Z SS° ^� `� 1 y 6186 L=78 N c� J 5 6 �0'�6 F� �, 1� ��' 6+84.92 ECR �_� 190 189 183 0 0 36F °p F� D INT. 14+87.06 PANORAMA HILLS DRIVES 6/ N SRO o2c \b y6 PSTORMEDRAIN 1 �� =STA. 10+00.00 SAND CREEK CIRCLE 182 00' 6/'86r6 18f� 1 63.35TC 64.73TC m .� SEE SHT. 11 , ; 30' 36F� F 62.85FL L 64.23FL m n 32 D STORM DRAIN MAINTENANCE NOTE: 181 ssoa 5 6 = + _ 4 6 1 10 '\ O0 �, ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET 4.33, 4 M N 64.73TC m r 2 w H�SPE wE STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE Q :': 64.23FL Z OJ �W DRNE� 9 PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE 1 8O ' ry =535 (" 0 cP SEE STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME �� how 6; OWNERS ASSOCIATION FOR THIS PROJECT. PR 1 �[� s ' L=53.50' 0 o, 4 3 OP 7 /`; SECONDARY x �, Sr �SFp O CONSTRUCTION NOTES S RSyoOA' ESCAPE GE °c° i CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 (6" C.F.) r ,� 178 - P LPANORAMAHIS k e A) 22 CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD. NOS. 209 & 209A OWNER / DEVELOPER Underground Service Alerf �''n�`.- __ =� �� _ n 'v 3 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. N0. 403A 177 09 -r �4��-CONSTRUCT SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. C.F.) FCall: TOLL FREE ORi ' `� 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.50' A.B. (CLASS II�W=5.38'-6" p _ 80O - �-'"'�� 6�-APPLY ASPHALTIC EMULSION (FOG SEAL). w „ 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. NO. 816 LOT 194 0 � HOMES 227-2600 SCALE: 1 = 40DRIV 17 CONSTRUCT CURB OUTLET STRUCTURE PER RIV. CO STD. NO. 308 _ 5740 FLEET STREET, SUITE 200 TWO WORKING DAYS 18 CONSTRUCT UNDER SIDEWALK DRAIN PER RIV. CO STD. N0. 309 (OPEN SPACE) TELEPHONE:C(760)RNIA 60398008 BEFORE YOU DIG 0 20' 40' 80' 120' 1 60' PRIVATE STREET) A� NOT COUNTY MAINTAINED NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE C SL ENGINEERING, INC . TRACT 2 5 2 51 - 1 I P 020150 SHEET NO. SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �O A p �l O p• q 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION GRADING PERMIT HAS BEEN ISSUED. c�� `�� T'� F � Pia Sci�F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 „ „ 2 APPROVED BY: �, 9 2 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR YP vZ m y m (909) 785-5122 * FAX (909) 785-5180 INO CAP IPWELL MON TAG MARKED COUNTY SURVEYOR I SCHEDULE A ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 No. 25917 STREET IMPROVEMENT P LA N IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 Z Exp. 12/31, 5 ELEV.= 1425.301 FOR 16 IN DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL AL z RAS 9 29 0� AS-Bu��T - - s2 * K ED A DATE s * PREPARED BY: R.C.E. NO. 25917 (1984) PANORAMA HILLS DRIVE OF SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9TF CIVIC o��Q 4_2 y- O q� CIVIC ��P EXP. 12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF Cm-W r FUF CA' � S DATE: ¢'��0� FOR: W.O. COUNTY ENGINEER COUNTY REC E Y BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=4' RYLAND HOMES FILE NO. f N589/03-10-03/589sip2.DWG/S:40 PROPOSED TOP OF CURB 300.00' VC 20' LEFT OF Q_ (6" C.F.) PI=79.04 1480 LT- p 0 o W w "� SEE SHEET 8 FOR - 1480 LT LO EXISTING GROUND ® � O O oo N M � 00 (fl LO o O N CURB RETURNS _ O M m O r- M + O + N (D N (D + " O (D O U > Lo -� + `° " `° N � " '' " N r V It Oro, PROPOSED TOP OF CURB m 00 NM+ + � � M NIA N � N � M �M �r LO m � U 20' LEFT OF �. (67 C.F.N I�o ± � N � N �N � � � W ) - 175 LT 1475 LT- + � N �" � 0 � _ V + � N r- -2.80% �280 olo N o ° O oN n CROSS-GUTTER F.L. " �+ U? to m > 200.00' VC o + PI=65.04 U W N o 00 300.00 VC N � m U N r- po rn PI=79.01 00 po > U a N 1470 LT- �- N � O O p p O > o O O p p (0 _//�� 1470E w O g O O p O W co N W) p 00 00 00 O N •�t i� 1 04% V w O p0 ON NO (pr) � r- � M O O Z " � Nr- + � O � NO O Ln O NCIO CO OIL (D O O U O (n O O O + M + + + N N p O N (D I- (D + O + 00 + 00 + 00 + O N (D w 6% U O M m O t\ (� + N (D N N (D Pry (O + 0) L M U7 (D0 to o Lo N + N (� N N It N M r_ COm to 1.04� m O (n O M 0d + O M N r- N N n N + 00 MO N cD N cD N to N cD -.tom w N+ '!? N r " " n N of U W 1465 LT o 1VfV - LO - - PROPOSED FI ISHED - 1465LT W w LO + M N INN � N � 27+70.83 + M N PROPOSED FI ISHED M N 0 m � O N 2.80 " � EXISTING GROUND 0 � � 65.80 LP I SURFACE AT w M N SURFACE AT �� M U U 200.00 VC Lo: O + c° 300.00' VC m m PI=65.01 p ooLO o N PI=79.04 O Z i U +:U 00 � rn00 1470 L- o N CD f p o O O p 24 PIPE 2.80� + M N o p p >�' p m (o cD 1 470 Op 00 O O p O 00 ao 00 O o p M O O O p W ° ,. p N cD cD I� 6 O O � Lo p O O O N O O L0 p O O N (D + O L O 00 L M + tD 1 p O O N M M It I, '* O O c� I� + cD O M f� O I" r- 00 00 T �I p O, U O ufi M p + M + `t + + N N �} o w p e.w._ 36" PIPE N (0 0 ,(0 + + � '4 r- L + r- 00 ►O + O (0 N (0 Fj/o U p M m p (- + N (p N (D N (D M + p � (p ` j N 0_ I- (6 + + I, uj N (O 00 (0 4% O + a p > � � + � N (a " � N � N � N � M ,n + d � dc (° (rv � r `n � ui NcD NCD f� EXISTING GROUND 0 � I� m O (n N M + O N N M M + ., N (O N co M U O O * - 4,to + 4N N - _ W PROPOSED TOP OF CURB 1465 CL- W + N I N I� ,n_ rl-to to6� �Nv• ,- 1465 Q M + j N N � - PORTION OF 145s ? V_ - 200 OON OF 20' RIGHT OF (6" C. Q m o N -2.809, «� _ ., 200.00' VC 24 M o N n �,� + r`?- _.. U § U o PI=65.04 0 O + � N m m PI=05-0 0 � STA. 27+25.00 U O O O ^ STA. 27+�5 M SEE SHEET 9 FOR -i U _: w 0 % PROPOSED TOP OF CURB v °° a + 0 42 N r � • b Sri o p m CURB RETURNS U N 1 > w o w 1470 RT- ? N %� 2 0' RIGHT O F (6" C C. F.) �2 + N � W o p (0Z- 1470 R M O Q N (0 ( + NN , (n (6 v O f_ N 1.04% = N N � � oo 1- O U N 00 00 a) / ♦ M �,J6% N (D CO (0 f00 � 00 (n Q N (D r� O N (D 2 H �� -... N (0 N NOT COUNTY Q PROFILE SCALES (D HORIZ. 1 "=40' O 0.56 - MAINTAINED Q_ 1465 RT- -_ �� 1465R VERT. 1 "=4' AN. GRADE- 1.43% o I ��m - ��m 1 +00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 +.� : 2 +00 128+00 �I . 29+00 30+00 3 CO:m SCALE: 1 = 40' CONCRETE CHANNEL PER 17 ROUGHED CHANNEL PER FEATHER HI NIA' I I '�` U GRADING PLANSDRIVE: ROUGH GRADING PLANS N SE ). c� v W 60 HEM 8 "`'! 0 20' 40' 80' 120' 160' N, I `� , 30' 30, m / a6 10 20' CONSTRUCTION NOTES 115 NINAGE NSEMENT x 20' 0 133 C�,y 1 �588 �� r� ' DR � ^� A/A`3 /NIA o,• sF x I I N INT. 27+37.57 PANORAMA HILLS DRIVE �o`' 1�CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. N0. 200 (6" C.F.) �Q I 22 CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD. NOS. 209 & 209A 27 I C7 , =STA. 6+77.93 QUAKING ASPEN I 11 ^d Zia 132 3 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. N0. 403A ^ ,� 1 24 o O F x F� �4��CONSTRUCT SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. (W=5.38'�-6" C.F.) 26 I 10+42.72 BC R �,� � �, ,`ti�,'� R 17 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.50' A.B. (CLASS II) �� X �¶p 1159 _ ILO p 2 10 o q , TRNNSI L-81.30 0 4�7 1 25 d 1 O ti 66 APPLY ASPHALTIC EMULSION (FOG SEAL). GoF 2 z �/ 2�C tk 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. NO. 816 ��, `� �_50.00 �- `�' 131 17 CONSTRUCT CURB OUTLET STRUCTURE PER RIV. CO STD. NO. 308 25 74.74TC S25' xc ' C 4 O 6��- 17 ��g ,50 15.51�C IN 1 74.24FL 12 6 15.o1F� . 127 130 �' qy 24 A 23+00 » o - 47TC �, ,56 L� M N / PROPO ED 24 4 , . _ _ 97F( E 7j SSTC o PROPOSED 36" 1 28 129 oG o� 4 B C SSEE sHRA 3 1 0 4 7�OSF� 0 48 61' STORM DRAIN 27+74.59 ST. STA. o. rn 153 SEE SHEET 12 SECONDARY C.B. B19 169 p0, r'o_ o. 4 �od , F� 4 pTC 0 ESCAX'DRAINAGE ( 4�C 68.00 L=68.00 4 68. L-69.0 W=14', H=6.70') o. s L= o a -�� '4 6-- / L=69.00 L-69.00' Fo GCjG6��G r'o. o_ $Q°, L;4g 53, N 4»W �26 666E o' 00 154 o_ 6� H o. 169 90F� G 4 168 SS° -rt 2 v+oo 5 1 2a+oo 191 1 �� - 170 167 44.4j; G - 1 ' as 155 COPEN SPACE „�, ti1k� 11��'�F ��`�' 65.26FL 4 ,52.0°' ) h� 4 166 g ,�:� �6�55 6 00 171 0 L-86.7 `a. 3 L=85•68' t 165 � 7+21.00 ECR U �� 156 P �O_ 7+21.00 BCR 158 157 �� okoa 10�� ,god 172 INT. 24+19.03 PANORAMA HILLS DRIVE 164 N INN 11 27+88.85 ST. STA. =STA. 10+00.00 FEATHER HILL DRIVE �� C.B. B18 , 4 1 1� w ZC 1 26+80.06 ST. STA. m 11, J (W=14 , H=5.67 ) NOT COUNTY MAINTAINED rn � 64�3 Q 1 � C.B. 620 ao N c0= 6423F� 4 5o� 173 STORM DRAIN MAINTENANCE NOTE: ('N=21'' H=7'09') 101 30' CURVE DATA m + r 6g1��C R S ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET N 2 20 ° � O DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT OOZ 64.23F� STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE .� Q U A K I N G ASPEN �,535° PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE , ► SEE SHEET 9 OA 34'58'06" 420.00' 256.33' 132.30' K 22°37'08" 480.00' 189.49' 96.00' N 174 STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME -- O OWNERS ASSOCIATION FOR THIS PROJECT. -� - 4 ��° ��- - © 40'46'20" 400.00 284.64' 148.65' © 25'53'37" 380.00' 171.73' 87.36' . ° /O - 'J M. © 51*16'22" 380.00' 340.05' 182.36' MO 25-53'37" 400.00' 180.77' 91.96' 175 OD 84*11'46" 25.00' 36.74' 22.59' ON 25'53'37" 420.00' 189.81' 96.55' OWNER / DEVELOPER E 4'41'48" 420.00' 34.43' 17.22' 0 10°30'02" 400.00' 73.31' 36.76' 176 Underground Service Alert BEFORE YG OF 10*55'32" 500.00' 95.34' 47.82' © 85°04'58" 25.00' 37.12' 22.94' RYMD o Call: TOLL FREE PANORAMA HI S DRIV P� 1 -800 © 15'50'33" 480.00' 132.72' 66.79' ® 45'11'36" 330.00' 260.29' 137.34' HOMES 227-2600 OH 38'27'41" 460.00' 308.79' 160.47' ® 45-11'36" 350.00' 276.07' 145.67' 5740 FLEET STREET, SUITE 200 TWO WORKING DAYS ( PRIVATE STREET ) 0 85'04'59" 25.00' 37.12' 22.94' OS 45*11'36" 370.00' 291.85' 153.99' CARLSBAD, CALIFORNIA 92008 BEFORE YOU DIG TELEPHONE: (760) 603-8001 O 17-42'06" 500.00' 154.48' 77.86' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: WORK CONTAINED WITHIN THESE PLANS TRACT 2 5 2 51 - 1 I P 020150 SHEET N0. SHALL NOT COMMENCE UNTIL AN Q�OFESS/°N TRANSPORTATION DEPARTMENT 00FESS/° ENCROACHMENT PERMIT AND/OR A I P,• o q� �p a A. SN9� 1 1 651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE 3 GRADING PERMIT HAS BEEN ISSUED. �`� �.� Ty F P� �i F RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 „ „ � 2 APPROVED BY: �� 9ti2 c> (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR L Y rnn c� m IN CAP WELL MON. STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 36/ 0 `,/Z w No. 25917 � ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL 2 RN; `� 2`I/ol !\S-(3U\LT 10 _ * Exp. 6/30/06 * T /0 * Exp. 12/31/05 * PREPARED BY: R.C.E. N0. 25917 (1984) of 16 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �!� K D T N DATE s PANORAMA HILLS DRIVE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE grFOF ICAL�F°��\P `f-'ZY-Q3 �TF°F I�A�\F°��\P s DATE: E4-�7-3�35 SCALE: FOR: W.O. COUNTY T REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY ECO E BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=4' RYLAND HOMES FILE NO. ?:3 / - -L `,N589103-10-03/589sip3.dwg/S:40 PORTION OF 200.00' VC i SEE SHEET 10 FOR PORION OF 100.00, VC PI=72.40 a- Qf CURB RETURNS � PI=69.74 0 STA. 50.00' VC U = U li PI=69.46 m o 00 0 0It 0 N w v 34+75.00 > U W O O 0 Ui o0n NM I- rNI, Li- O _j mcOD m > O O Ui t� O n N + ►n + + to It r- to M O l M J O O U O O O O N CO N + ►o � M M � + �t �p 0) 0) ^ O 0 L� U > ,^ �... O O m O + OO N N - M G M M ISM + + O M O 00 LO mO O Y/ W to L0N + � N0 tNO MIS MIS Mt\ � p nO �+ O + � + p+ .L0 0 > W NO NON + L0 � 0- MIS Mr- � O wt ^0* 0)r, 0) p W 1470 LT- _ i M TAN GRADE=-0.50% M r rn PROPOSED TOP OF CURB w 1470 T M CD �.9 M w + 20' LEFT OF Q_ (6 C.F.) W 4 0 L CROSS-GUTTER F.L. (0 + 00 ►n = 1.04% EXISTING GROUND ® � TAN GRADE=-2.44% r W 200.00' VC U 100.00' VC `° N W 50.00' VIC PI=72.37 m PI=59.38 37.34' OC 70.00' VC Z "s 0 41.20' OC _j 9, 9, 9, PI=58.61 w 146.5 LT- PI=69.43 U 100.00 VC •9 0 w 4 4 4 U > 0 0 0 0 0 w P�=69.71 o 00 _J U w �� w//� - 1465 LT > m O 0 p p O O OO m p O O 4 4 4 4 0 0 m > N r0� W U U W 0 0 �; p �, o L0 0 0 0 � � °� a PROPOSED TOP OF CURB W m > 0 O �ci 6 r- O O O N 0 in 0) to O 0 p U M O U LL_ `n ao ^ d M �i _ + � _M + � + � + 0+ C N � Upf) � � v 20' LEFT OF (6 C F ) 0 O 0 p N L0 + M M + M p O > I� - U aD cD ff 0 p I, N + N O M I� M 1� M I� M I� M n M M 0* p + �t ,n O U cD 0 t� 0 0 W W I\ 0000 U m LO � + O L0 U0 O + N O M I� M I�M 0 + O to p > M cD + OO Lo 00 I, L0 M G7 M C 00 04 N+ OD OMO O 0 a� N r + 0) M I� M I� d 0i O O w c0 0j t� cD p U O U U d= 0 00 of - O 0 N D= d f� I-'N O-F LO 1470 �- od + n M PROPOSED FI (SHED =--� M + o o M + 0 CO mM - 1470 • O M (D O 0) tf� 0) eJ + - 00 Lou O In 17 MO + of L0 o M cD A.96% M cD + 0 M + 0o M w u7 00 °'o+D a'oD �M ►r3 EXISTING o SURFACE AT 00 + M to Lo � �M GROUND ® q N o + 104% 200.00' VC > -' 81% _ PROPOSED . FI ISHED ° � 50.00' VC PI=72.40 TAN GRADE=7.00% M _ ,S mo 100.00' VC TAN GRADE=-6.90% SURFACE AT 1465 - PI=69.46 U > > 0 1O .00 VC 9 O PI=59.35 ��' + - 1465 q ?� TAN GRADE=1.84%b 50.00, VC • 0 m O 0 po p d oo - 0 O W m PI=69.74 ° o 0 . 0 > o 0 0 c° 0 o O O M a P1=57.46U rn Q > () W O 0 O 0 M , �t N M 0 0 0 (D N �j > -J ~ a H a > N m > 0 0 � M O I� N + LO LO N I� 0 0 0 U M cD 0 0 0 = J � _j W N O O O O N00 Cq + N + d M G M M + � + N 0Om0 Ui 0 > + O 0 U Q �j J U 0 0 co p n L0 + ` N O M n 04 �`) M n M i� M I� M I� n n * O + if. � 00 . � U tLO N w X Q Z Q X Q U U O 0 • L0 O N + � N O M I� M I- '* O + O L ) p > + c0 Lei J - > > 0 Ac Q N N O + O M t� M I� aj O O W cD Oi O L� (n LL_ U1 l- U_ U_ m o + O �. 1470 RT- z � ± 0) Vl � M _, McD - � oN o M � + . C5 � M L0 o � � cn - 1470 RT - cD M cD 1.96% M cD + 0 `n W u7 cD _JO O N cNo L0 00 N 00 M N W LO M c�D 0000 cD 0 O 1 + L0 to to + � Mom + O� � Lo N000rnca+ �r00r- = 1.04% � co M V)+ N+ + � 7+.00 (0 LO cD W M cD n (o H" .Io con co w V > ,EXISTING GROUND ® � n �� °'o �' �M LOM LO Z PROPOSED TOP O F CURB o 100.00' VC 69 33.98' VC 6/�° J Q20 RIGHT OF (6" C.F. 592 o PI=59.38 3.95% P1=58.01 _ 1465 RT- 153% 1.69% , - 1465 RT 0 1' 0 C 39.45 OC V + M 0 U 39.09 0 U N U > M ►� ED + - 00 �4�4�4 �4 �4�4 �4 9'4 wo N iD cOD + LO 0 w O W LO O tLO O FO•� M LO r- O m L W J N "M + rn M 1 0 () O o0 0) M L + N (6 4 �+ �M LO PROPOSED TOP OF CURB LO M � � �� 20' RIGHT OF (6" C.F. M In (0 p H N � ?sg `o `n0 � � Ui TAN GRADE=5.69% o LU It U PROFILE SCALES W LO m LO HORIZ. 1 "=40' TAN GRADE=-3.04% NOT COUNTY MAINTAINED VERT. 1 "=4' TAN GRADE=3.01% 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 WOODWIND COURT S U M M I T R O S E � INT. 37+65.69 PANORAMA HILLS DRIVE w SEE SHEET 1 0 DRIVE + =STA. 19+43.85 SUMMITROSE DRIVE m + SEE SHEET 6 00 U 60' 30' LEI M 30' ° co 133 134 M � 20 IC-4 1 ° 20 0 135 136 0 140 141 � 72 74 ao 11 16~; >;,9r 95 0� 73 1 66F Z C rc �� o �1' �� 18+95.24 BCR _ 3 �, 19+02.19 ECR 0 0' 55.00' 95.38' �� A 2 moo. 98.43' 78.00' 94.62' j�o 1 3 Q��, 11 46.:50' 55.00' 55.00' + 28.10 55.0 1`L ^, M o o F� o:.. C M 1 �0 58.17T h �© 57.97TC " 67.15TC 69.02TC 71.47TC o� O 70.08TC o - 0 0 0 6 .65FL W 68.52FL 4 M - 1 70.97FL 3 01 10 10.�, A 3 -69.58FL 4 "' - 5 6 1 57.67FL B h`°F� h1 �� 2 57.47FL 4 ' ' N 1 5 6rl = 32+00 33+00 1 35+00 36+00 N51`'50'58"E 37+00 39+00 Q w N Q w 69.02TC 1 5 6 34+00 1 0 �� 0�0 8+00 ( _ o _ o 0 4 c°o 4 56.57TC 2 h5. 5 ' 3 4TC N 1 4 67.15TC N 68.52FL M M 56.0 L F� 56 54FL M 66.65FL W 0 o D o� V) _ 5� 48.06' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 65.11' 1 ? �� 71.56' 55.30' W Z 19+88.49 ECR ��, 3 Z E _�'� 19+89.22 BCR Z J SCALE: 1" = 40' _ - 152 151 150 149 148 147 146 145 144 143 142 �� 94 93 92 U U �-- 0 20' 40 80, 120' 160 7 ~ � 35' 35' Q m Q m 0' 20' 10 20' o Underground Service Alerf FORE y ca ca •.g o c Call: TOLL FREE SUMMITROSE00 CL INT. 33+93.68 PANORAMA HILLS DRIVE P �' DRIVE 1 -800 =STA. 10+00.00 WOODWIND COURT SEE SHEET 6 227-2600 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION NOTES CURVE DATA 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 (6" C.F.) PANORAMA HI S DRIV 2�CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD. NOS. 209 & 209A DELTA RADIUS LENGTH TANGENT OWNER / DEVELOPER 33 CONSTRUCT ACCESS RAMP CASE A PER RIV. CO. STD. NO. 403A 0 4a-CONSTRUCT SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. (W=5.38'-6" C.F.) Oq 105'00'38" 25.00' 45.82' 32.59' WMD 55 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.50' A.B. (CLASS II) C' PRIVATE STREET APPLY ASPHALTIC EMULSION (FOG SEAL). © 94°25'05" 25.00' 41.20' 27.01' HOMES _R__ �` __, 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. NO. © 85°34'55" 25.00' 37.34' 23.14' 5740 FLEET STREET, SUITE 200 ,, OD 89°34'55" 25.00' 39.09, 24.82' CARLSBAD, CALIFORNIA 92008 e I O .__ TELEPHONE: (760) 603-8001 _-_ _�_ -� -00 NOT COUNTY MAINTAINED 0 90°25'05" 25.00' 39.45' 25.18' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: WORK CONTAINED WITHIN THESE PLANS TRACT 2 5 2 51 - 1 I P 020150 SHEET N0. SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QR°FESS/pN 11651 COUNTY O F R I V E R S I D E ENCROACHMENT PERMIT AND/OR A ��OF,o A' OTy�F ��OP�� A. Scq�F RIVERSIDEE CAL FORNIARLING U92503TE E OF NEWPORT RD.1& L61ND NBERGERERIDNTEASiCTION 4 GRADING PERMIT HAS BEEN ISSUED. � APP OVED BY: �� _f SCHEDULE A (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Uj Y rrn c3 m IN CAP WELL MON. STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 � CC No. 25917 � ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * s V f * Exp. 12/31/05 * PREPARED BY: R.C.E. NO. 25917 (1984) PANORAMA HILLS DRIVE OF 16 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE P K D A DATE S RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE 9��` OF CA WF �� _2 y-p3 qT�,O��V�L o��P EXP. % 3�1�5 SCALE: - , FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. CALF G� C� S DATE: ¢� H: 1 =40 V: 1 -4 RYLAND HOMES FILE N0. ,3 -- T ENGINEER COUNTY RECO BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI ,N589/03-10-03/589sip4.dwg/S:40 PROPOSED TOP OF CURB PROPOSED TOP OF CURB 28.82' 50.00' OT 139.29' VC, OC 39.94' OC 20' LEFT 0F (6" C.F.) 134.92' OC 20' LEFT OF (6 C.F.) OC PI=78.31 9'4 9'4 9'4 9'4 m 65.77' OC 50.00' OT 42.46' OC 50.00' VC �6 �6 9'6 o EL PI=97.21 1480 LT- m - 1480 LT - 1500 LT 150.00 VC o w � or rr � U L0 m N > 0 PI=71.98 U vi N v � � � mN m �? coon cfl > � o � w + � Uco wr o � Oo � � Coco wrnr8% woo � rn c� N W 17 o v Sri ago °' U Sri N N 1.06q w °' 0 0 `�? w rn v7 �- co rn -�-- 1475 LT- �.. � 36' 1475 LT _ 1495 LT- °' �a - 1495 LT W o >o � o r + M � 20 VCR rn rn °' CROWN LINE PROFILE PI=77.81 TAN GRADE=-6.05% W 0 00 + o `r '` /� u , = o LO o o N 10 10 16 PROPOSED FI ISHED 60.35 OC 70.53 OT 36.00 VC v� o N 00 o 5 � U SURFACE AT PI=97.18� + > U 18 18 + ( `O m 0) m 0 w 50.00' VC U m > (` 1470 LT- W o L 0 - 1480 1490 LT- U P►=94.30 U � w - 1500 `r Li LOd co _EXISTING GROUND ® � r i r cn r 'I� �1�F�. � m o w LO m o rn > o a `° 150.00' VC � - r r, w r- �'I .2 IDENTICAL POINT U �t 0 m � o o `n < rn 0 rn [n rn 9�660 a x 0 rn + .� w 1� 16 °� IDENTICAL POINT 11 M V TAN GRADE Pt=71.95 U -1.69% c� V) _j w o O r, M � 0 =6.44% 00 � w O o L0 + TAN GRADE=-2.33% 1465 LT- a) O o o 72% 1475 1495 - _ 0 _J o - 1495 0.88q + �� 0 00 m n N � r- rn Q o oo � + °�' � � o+ N + �+ FO+ � 296% m =_ rno �� 0) �� o + o o � 0110 134.92' OC Q + 28.82 50.00 OT 139.29 VC, OC o LO o ai '� PROPOSED FI ISHED OC PI=78.31 2q EXISTING GROUND ® � ' 42.46 OC 50.00 VC + `� SURFACE AT U �6 �6 0 _ _ 50_0o vc w m PI=97.21 - 1470 + o 00 m 1480 RT 1490 PI=94.33 CF, 1500 RT N o m co > m > > (0 O rn > O or 40.59 OC o w (0 � N Urn O � M 150.00' VC EXISTING GROUND ® �� a' LO LO N 72%, 0 o o CD 0 + `° > co m rn PI=71.98 U + U co m r 9'4 9'4 9'4 9'4 m O o Mao' ��0 8gq m rn CO TAN GRADE o > cr, N LO w c 0 0 LQ � (V Q =6.44% o � W � � wN o � � + 'n Ui ram 1465 - _ O o 0 ,.�2% - 1475 RT _ 1495 RT � - 1495 RT w � + � 0 " N N � C PROPOSED TOP OF CURB z o o � '� PROPOSED TOP OF CURB 20' RIGHT OF (6" C.F.) 1470 RT- o 20' RIGHT OF (6" C.F. o a6 °' - 1490 RT _ � � � - 1470 RT 1490 RT- m � °° U � Hto Q PROFILE SCALES TAN GRADE=7.16% TAN GRADE =6.44% HORIZ. 1 "=40' 1465 RT- - 1465 R VE R T. 1 "=4' 1485 RT- _ NOT COUNTY MAINTAINED 1465 41 +00 42+00 4 +0 0 44+00 10+00 11 +00 12+00 13+00 14+00 CONCRETE CHANNEL PER STORM DRAIN MAINTENANCE NOTE: ROUGH GRADING PLANS ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET 18 w STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE m v I PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE w `� Q I STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME CID OWNERS ASSOCIATION FOR THIS PROJECT. Wo -� I 15' PRIVATE Q ER o f DRAINAGE EASEMENT O�5 S E�R V l�l�` W P� O 81 o N I �P E stie E w 0 80 0 ¢' Xhh�� o. 30'6° 8 z 113 114 � 76 77 78 79 �� , z 2p• 30, 20' rn v 0 a o � � , 33 o o w 112 M55.00' 55.00' 55.00' 55.00' 30.22' L=26.20 11�C 7j22TC ..:. CZ o N O CD, 5��16.61F� 7662F( r� 109 �L°'� 96'612F� I r 115 67.15TC o 0 0 -0 75.75TC A �5�5F n o � INT. 10+00.00 HIGHWOOD COURT 66.65FL 1 t, N 4 4 1 ' N 75.25FL 1 J 4 Q 3 �� 1&6 _ '`� 4 w 40+ _ 41+00 N51'50'58"E 42+00 _ 43+00 0 83 =STA. 13+14.66 FEATHER HILL DRIVE 11 oa,FCR 110 1 1 1 �o G 1 00 o B (n w 67.15TC o 0 4 5 6 1 4 c° o 75.75TC 5 6 A 3g.�0. �; rl a 01�� 4 w 66.65FL 75.25FL I6�5TC 1 F� C 21.4g 6 Li o o_ I5F( 4 11�C 3>>TC L=76.28' Z 55.30' 56.50' 55.00' 55.00' 49.08' =20 1j6 61F� ��oo �,��1 iVsg 9 ( 4 �� L=44.45 1 5 N84 35 59n 6�(C r 28 �,� �- 2 s W 93 C H 6��° 96' 116 26 91.I6 11+aj E w 95.�� J 9612 Ny 38.28 �� 91.26FC 1 F4.9gF1 _ - w 9332TC _ 12+00 0 91 90 89 88 87 84 D 38 9282F( G 4 5 g o CA 0 4 1 A5 66' 1 Q m tit, 12+6 .27 eCR o - 99' r 117 CID 85 6O' 3 L=54.00� S3 � m 10, 30'� 30, L=54.00' L=54.00' W 20 2 ° 123 - 118 iEgTHER H� 122 119 o sE�R1VE �L 0 121 120 Underground Service Alert CURVE DATA BEFORE oG Call: TOLL FREEPANORAMA HI S DELTA RADIUS LENGTH TANGENT o i -800 OA 15°00'38" 110.00' 28.82' 14.49' 227-2600 © 21 G'01'16" 38.00' 139.29' HIGHWOOD COURT TWO WORKING DAYS BEFORE YOU DIG © 91°31'40" 25.00' 39.94' 25.68' (PRIVATE STREET) D O 93°01'02" 25.00' 40.59' 26.35' CONSTRUCTION NOTES OWNER / DEVELOPER ( PRIVATE STREET) 25'27'52" 330.00' 146.66' 74.56' 1&CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 (6" C.F.) 0 36*17'26" 350.00' 221.69' 114.70'©D 0*CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD. NOS. 209 & 209A&CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. NO. 403A 36*17'26" 370.00' 234.35' 121.26' (DX-CONSTRUCT SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. (W=5.38'-6" C.F.) A >> O5 -CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.50' A.B. (CLASS II) -- "' -_ .' A N . _ HOMES SCALE: 1 = 40 OH 34*15'22" 110.00' 65.77' 33.90' APPLY ASPHALTIC EMULSION (FOG SEAL). 5740 FLEET STREET' UITE 200 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. NO. 816 I 203'25'48" 38.00' 134.92' 18 CONSTRUCT UNDER SIDEWALK DRAIN PER RIV. CO STD. NO. 309 '� .r% E Q /t� - 9 - 7 CARLSBON CALIFORNIA(760) 60 92008 NOT COUNTY MAINTAINED TELEPHONE: 760 603-8001 0 20' 40' 80' 120' 160' 0 16'46'55" 206.04' 60.35' 1 30.39' NOTE: SEAL-COUNTY SEAL-ENGINEER S -COUNTY OF RIVERSIDE C SL ENGINEERING, INC . BENCHMARK: TRACT 2 5 2 51 - 1 I P 020150 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QR°FESS/pN TRANSPORTATION DEPARTMENT QR°FESs�pN COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A ��F,o A' 0Ty�F ��P�� A. Scq�F RIVERISIDEERCAN CALIFORNIA 1TE E OF NEWPORT RD.1& L6INDENBERGERERD gS1C110N " 5 GRADING PERMIT HAS BEEN ISSUED. �9ti APPR VED BY: �� If c� SCHEDULE A (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m cD � m IN CAP WELL MON. STREET IMPROVEMENT P LA N Uj ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 No. 25917 ELEV.= 1425.301 Z FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30X06 * / 3 * Exp. 12/31/05 * PREPARED BY: R.C.E. N0. 25917 (1984) of 16 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J'j K D A. N DATE s PANORAMA HILLS DRIVE & H I G H W00 D COURT RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9T�. CIVIC °��P _Z�-D q�F CIVIC °��P EXP. 12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF CAW OF CAL\F G�,��s/� S DATE: ¢-/7-D 3 H 1„=40' V: 1"=4� FOR: W.O. COUNTY 3 1_ ENGINEER COUNTY RECO ED BY 30YLE ENGINEERING DATE RICHARD A. SCIANNI RYLAND HOMES FILE NO. ,N589/03-10-03/589s1p5.DWG/S:40 N PROPOSED TOP OF CURB J PROPOSED TOP OF CURB PROPOSED TOP OF CURB TAN GRADE=-1.77% - o s 20' LEFT OF (67C.F.) ^ 0 20' LEFT OF (67C.F.) 25' LEFT OF (6" C.F.) 2 52�q, -2 7 00 U SEE SHEET 8 FOR O U 29; F- JLL_ N o w of SEE SHEET 7 FOR 1505 LT- > t° N CURB RETURNS U m N N PORTION OF 100.00 VC m ao o � w - C U U �6 2 + `D O 00 ♦ N 00 CURB RETURNS U rn 50.00' VC - ' co : 0 00 > > -0 o °D * o m PI=71.50 PI 55.75 COD STA. 19+50.00 , m o VC m o w mo w °i v 50.00' VC + U? w r- > ; PIO--R 5�75 SN OF TA. 9+50.00 M o O 0 �6 2p ^ ~o U PI=88.40 mo v N w U � PORTION OF ri 0 M O 0 \� + O O > > �5.2 - O > > O 100.00' VC 54.98' OC TRANSITION FROM M O N O cD m 0°, O W cfl O cD 20.52'20.52 + '`�± co + N `n '- °' �r O U � ►O oo O o �, m w SEE SHEET 4 FOR PI=52.54 8" CF TO 6" CF 1495 LT` o ♦ 0 O IDENTICAL ,5 20g ♦ Oo 0 0 �> of o 9'4 9'4 9'4 9'4 w CURB RETURNS J OT OT o o CROSS-GUTTER F.L. ,ri 0 w POINT N r� Opq co M °' STA. 20+74.35 � ►� - 1 465 LT SEE SHEET 8 FOR 41.04'VC,OC 19.65' 50.00' VC 6 209, + LO 0 0 CROSS-GUTTER F.L. ��- � � �� 00 N ~o o J w N > 0 > af � C M CONTINUATION PI=07.32 OC Pi=05.45 \\� LO + � `- � Q' C° rn � + to w 00 u ' N LO ``' m o U N `r' N 0 CO u to L N O Ki O LJi N U O m N N u � � m � � ?.ppC14 IDENTICAL pis + o It � � oo M � LO � `n c� 0 0 m M -2.7�� z_ 00 \� _ - c- r c0 TAN GRADE=0.85� 3• N U ,5 0 z * POINT GRADE=-6.90% `n rn + N O 0 _ _ 1- �_ 00 LO N P � 00 O 0 W C� 2pq N - Lo , 00 0- + 00 + PO + m 1505 - C� 50.0o VC N � NLO O � N O � �' - 1455 LT O O O ( m > \6.20 °° °° * \� oo �? N PI=71.47 CROSS-GUTTER F.L. _ .- N N `� N `n `n o v \,� o ,� o o o U U TAN GRADE=-3.01% �'S29; 20+80.10 :r)TOP OF MEDIAN CURB PROFILE ao 0 0 > 0 ao 00 50.00 VC OD o > U N cD O W + O M m > 100.00' VC N m �4 9'4 �4 9'40 o o O N 00 N cn PI=88.37 EXISTING o N U 53.10 LP `olm NOTE:TOP OF MEDIAN CURB IS °' + N > + GROUND 0 q 0 � U N w PI=55.72 _ ' I N 0.42' ABOVE DESIGN � PROFILE o , O o O 0 0 + U ^ 0 > U - TAN G00 00' VC3% 0 0° FROM STA. 19+98.85 TO STA. SEE SHT. 8 FOR 71.31 VC + U) N co > > O 0 m _Z N ♦ c� r cD N O O CA u'? m O o W cD CA > U O� N CONTINUATION PI=08.66 o + o + ao rn o > 2 + o ��p coo N 00 0 , 0 NU PI=52.59 I NI20+77.35 1495 (L- _ 1465 50.00' VC O -6.2pq N O O '� 0 0 o+o M o N O � 0 Q w > > F ZL U z 0 0 C; IDENTICAL cn O Sri 00 0 ,� o� m O > PI=o5.42 PROPOSED FI ISHED � o � POINT '' + N N cD 0 o0 wC;o : Q� I w CLN V 00 + NIA 0_ � co N CAS � � � u)� ap � K-)n n to LO � p`o � W � � 00 O N ♦ N r- O N CO r7 ►'). . W V M X^ ^ SURFACE AT 00 ri �p09 cri IDENTICAL `') c�+ ♦ N+ c. 0 qi N ��- w0 0 g -2.7�� oo �� ca POINT `n� °' LOrn mLoo + 00 i°� (D00 Qj 3 EXISTING * � w w GROUND � � T Nto 0ri + + �+ o . + N + zu + LO 1505 RT- U 00 (n N N O m 00 � N 50.0o Vc PROPOSED FI ISHED N L N � U N U - _ - 1455 m o o ro o w e m >o 6.20g o 0 * L P1=71.50 -�' ` �_- -2.52q --- o U /� PORTION OF 100.00' VC o 2.00q) co C U 0 m w �� o ao 50.00 VC ao o > ; SURFr-%%O AT P1-55.75 0 STA. t9+5D:00 C c�i 0 m O U =5 DESIGN PROFILE (DASHED) Oo ►- 0 PI=88.40 0 ,i N oo M o 0 + N U U °�° o m U N w � 00 PORTION OF , + + � + ,ri N c� o > > O > (6 U o 100.00 VC 54.98 OC TRANSITION FROM LO r< O r- (6 N n 0 0 0 cn m o 0 0 w `° °' m • SEE SHEET 4 FOR o - O o + N to Q, 0 U -5.209 O 0 Ci 0 00, m J PI=52.54 ® 4 4 4 4 8-CF TO 6" CF 1495 RT- 9,4 9,4 9,4 9,4 + o w N N M o poq ( N STA. 20+74.35 J CURB RETURNS - 1465 RT SEE SHEET 8 FOR 45.38' OC 50.00' VC 6.20g � o0 0 � ^ �� rn 00 o w N > v > J � w r- V 1 cfl � U U- 00 0 o CONTINUATION PI=05.45 M 0 N o a IDENTICAL 00`° `n � + N n 00i U c; oo m N C4 a `n OD ao \� Oq co IDENTICAL a, + O 00 � o � M L U c� U PROPOSED TOP OF CURB "� POINT 0 N M M v ' » Sao _ 2 O 0 " 0 POINT rn � 0+ �ri � �t + � No 0 �It ^ � � 0 N , c(0 20 RIGHT OF (6 C.F.) 5 + 00 � � r � N � o + "' + 7 + � pr)Npr) rj 0 0 - 14 RT 000 CROSS-GUTTER F.L. - N `� N LO � `n N L `n `n w `� 55 �c NOTE: THIS VERTICAL CURVE PROVIDES 52pq o PROPOSED TOP OF CURB -2 s2q \� o ( TAN GRADE=0.06% FOR A DESIGN SPEED GREATER PROFILE SCALES 2O' RIGHT OF 6" C.F. TAN GRADE=-3.04� o THAN 30 M.P.H. „ , ( PROPOSED TOP OF CURB + � I I H oR I z. =40 „ o LO NOT COUNTY MAINTAINED DOUBLE VERTICAL SCALE VERT. 1 "=8' 25' RIGHT OF (6 C.F.)TAN GRADE=0.0 p I N�N 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 Nlm CONSTRUCTION NOTES vN1 PAVA CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. N0. 200 (6" C.F.) STORM DRAIN MAINTENANCE NOTE: M� I PROPOSED 36" Nlc� 22 CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD. NOS. 209 & 209A ONE OVR '7 STORM DRAIN 4 &33 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. NO. 403A ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET C SNE� rn SEE SHT. 15 CONSTRUCT SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. (W=5.38'-6" C.F.) STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE SEE 0' 3 © �J 55 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.50' A.B. (CLASS II) PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE k, 3p' 20� 0. 6J 70 66 APPLY ASPHALTIC EMULSION (FOG SEAL). STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME j 2 . �Q 99 SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW OWNERS ASSOCIATION FOR THIS PROJECT. `p 10, Z 6' 3 10+42.05 ECR 71 PAVEMENT AS SHOWN ON DETAIL ON SHEET 1 n o_, •6'� 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. NO. 816 ��°: -T-� 1g _ 13 CONSTRUCT 6 TO 8 CURB & GUTTER TRANSITION (REFER TO RIV. CO. STD S x 11 K L�57•Go' 200 AND 201) o, K 15 CONSTRUCT TYPE "D" CURB PER RIV. CO. STD. NO. 204 (MODIFIED TO 6"CF) ��o gCR `^� �.: 75.42TC � S?oo' 0 47 >s9 4.92FL 17+00 r7 N 1 4 72 .�Xo� S 9 [ CLOUDCREST _ L �,S c�FO'Q/�,9 �6 COURT .6g�9 �'9� . . 9�2 �8x w af o SEE SHEET 8 m �-� 0 2 -,�-� " M N M (v 1 .` 18�� o]S� �O, ,60, 'S�r��` yz INT. 10+00.00 SUMMITROSE DRIVE Ns a; 1�,`�OOF�. 0 4 5 6 3 6C <<s =STA. 16+40.27 FEATHER HILL DRIVE ao 9• 6'1 /2 11 O R � + �I ^ 1 1 ` �,�. �•SST •20, o SO, 0 �. 38 39 CN 4 L=83.00' BSFC 3 �8: �'�,��',<`' �o' V� I 4 �� S X h1. �� o� 0 0 < �,� ho 1 r 40 46 69p' 0�G �,$3 P C�g3 p, 6 sroT h�o h,�ph� ��`� �h©Q� c u r c> c� �� F� �°' J ROAO 08� O,r n rn �- r- �- �ti�0 3- STORM SED 36° F 2 � � t7 L: rn 11 0 �' SEE OR�IIV 62.73 0 10+45.00 BCR d SHT 4 �/ 9 41.04• �'� IIf + �- 10+45.03 ECR 5 `L. 97 SS, 8F N�2,F� ,�0 N siOq / = 93.48' �� 3 �� ' 98 96 o �o; F N 94 L=133.70 1 7.68TC 0 0 oti 6, FJ o 07.18FL 1 1 TO �ti . N 5�.2 �� 4 60 �� F. 9 11.3 A 06.31F� C 4 05.81FL N 01.62TC 4,'� w F 14k� � �/ 9 N 05a'xz 54. 1FL Sp ?Fc� � z N / � � _ 5 6 01.12FL D � �, ,�•� E 96.00TC �0 95 56 � S �� 37 1 T 11+ o ��i 2 9 .50FL o 'o 1 C �.��9' F� 5 U 54914�FS 8j 1 Q/ `SF` �O 07.72TC 00 0 - N73.17'54"W _ _ _ - 4 » F�- 09 198 �. INT. 16+10.42 SUMMITROSE DRIVE 3 5 ' 4• � F F - 0 12+00 1 15 A 51. PROPOSED 18 =STA. 10+00.00 LONE MOUNTAIN COURT �� 0 3 l � O�O H STORM DRAIN �• l - ,. 0 1 ��, / `o s .1.g g/ , A 06 _ o goo SEE SHT. 16 A 6 i I °` �1 �' do 6' `54.04 0 95.79FL �,5 �. s t, h1-� 42.56 - L_ 0, R R E ed.w '�� A xp� 6 ,�' 1 �� `� ``� 6 `S9f 33' 54.60 T 19S 63.00 N HIC�4� � � 60.00' , _59.0 n F` � �� '` �.: - O � 01 `21.14 9v y0 60.00 L=53.98 07 INT. 19+43.85 SUMMITROSE DRIVE �/�O 20, `�h. 11 1 S �,` ��5 � .9 FL stQ, 36 61 BC 101 -STA. 37+65.69 PANORAMA HILLS DRIVE �� S �� 0 5 13 2 o � �'` SS CURVE DATA ,'60� s261'To s 107 106 105 104 103 102 Sy�F y ,`�x>>6, �xx� FF 11 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT `� z< �v tiFs Fc 4 s6, - 5 � o q TyER 11 /l c� o O 94°45 29 60.00 99.23 65.20 © 42'04 50 320.00 235.02 123.09 A s x'� T C �197 S 2.61fL O W �� 4 SEE R/�F hl/�� CN ©rl_ 74*17'01" 35.00' 45.38' 26.51' OM 69*11'15" 280.00' 338.11' 193.11' 142 �o� 13 g 5 9 ��. + INT. 12+31.80 SUMMITROSE DRIVE © 10°14 14 110.00 19.65 9.85 ON 49'34 31 300.00 259.58 138.54 �, 9 �� EXISTING 72 STORM DRAIN o =STA. 10+00.00 CLOUDCREST COURT a ��o PER R.C.F.C. & W.C.D. �� 1 L 3 o / DWG. NO. 4-562 O 90°00 00 25.00 39.27 25.00 O 94'25 05 25.00 41.20 27.01 0 �p ,n QP `�yc� OE 90°45 05 25.00 39.60 25.33 © 85'34 55 25.00 37.34 23.14 96 (5 ti ti� ,r v� 53 4 t✓ J � SUMMITROSi , .07 Low Q 0. OWNER DEVELOPER ' ' " ' ' o o r r ' � Underground Service Alerf 0 37'42 23 330.00 217.17 112.68 Q 89°34 55 25.00 39.09 24.82 w,�% �ox� o • �P�� /off. GOLF r r J r��r FORE y © 38°27'28" 350.00' 234.93' 122.08' ® 90'25'05" 25.00' 39.45' 25.18' x�. . INT. 21+54.35 SUMMITROSE DRIVE a o G Call: TOLL FREE �w =STA. 43+71.68 ALDERGATE DRIVE _RY M D _ RIVH 38°27'28" 370.00' 248.35' 129.06' S 90*00,00" 35.00' 54.98' 35.00' (� o 1 800 0 0 �� S HOMES 227-2600 01 12°07'03" 320.00' 67.68' 33.97' OT 74'17'01" 55.00' 71.31' 41.66' s�o�SHUN /u&, O O�`� ��cQ, SCALE: 1 - 40 5740 FLEET STREET, SUITE 200 CARLSBAD, CALIFORNIA 92008 TWO BEFORE ING DAYS ( PRIVATE STREET) 0 19°36 44 300.00 102.69 51.85 OU 180'00 00 5.00 15.71 �`S9�G' �2 TELEPHONE: (760) 603-8001 OK 82-30'19" 25.00' 36.00' 21.93' NOT COUNTY MAINTAINED 'S',Q 0 20' 40, 80' 120' 160' NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING, INC . TRACT 2 5 2 51 - 1 I P 020150 SHEET N0. SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN ENCROACHMENT PERMIT AND/OR A �O A. p �l �o o A. s q� 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE 6 GRADING PERMIT HAS BEEN ISSUED. �� ry F e P� �, F RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" SCHEDULE "A" z APPROVED BY: �� 1 c� (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m CD m IN CAP WELL MON. STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 No. 25917 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL z fL 9/2�l01 �S UU��.T * Exp. 6/30/06 * y Z G = * Exp. 12/31/05 * PREPARED BY: R.C.E. N0. 25917 (1984) SUMMITROSE DRIVE of 16 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J'j CIVIC �Q K D A N DATE `P� CIVIC �P EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DA E gTFpf- CAUF�� 2 '�� gTF�F CA1�F�� S DATE. ¢-/7-03 SCALE: FOR: W.O. COUNTY �_ 7r- REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY REC0W BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=8' RYLAND HOMES FILE NO. l ,N589/03-10-03/589sip6.dwg/S:40 104.00' OC 19.65 41.04'VC,OT 52.00'VC, OC PROPOSED TOP OF CURB OC PI=89.97 PI=93.03 20.52'20.52' 2s.00' 2s.00' PROPOSED TOP OF CURB 20' LEFT OF � (6" C.F.) OT0 IN OT OCso .0 OC M 1490 LT- > - 1495 LT 20 LEFT OF (67C.F.) , > ; 00 0 rn 104.00 OC 139.29 OC 36.00' OC 70.00' VC a- N 0 rn 52.00'VC, OC 41.04' OT 19.65' 28.82' 50up IN .00' OT 44.64' 50.00' VC �'? P1=93.03 OC PI=79.76 U m r. U r TAN GRADE=2.68% OC OC PI=98.90 w c� w 0' 26.00 26.00 21.39 39.30 VC w U ao U > 0i OC OC OT P1=,96.92 (n 2 LO M > 0 00 19.6 5 r 00 C5 0- U o m r � TAN GRADE=6.58% > `n - 1500 LT M m N C0 M O r > LL. > O M N 00 00 �t o0 rn M > 06 O a0 1485 LT- �_ � 00 > - 1490 LT 1500 LT-. OTC) N w ,� � � U . > L - 0) + U_ ao U 06 w 0) rn Oo mL m + ci rM ciao 75.68' VC o cv 0.509' L006 ,,,,0.507.U � m rn � = °0��° � � w PI=94.17 U rn m ^ + o rN, rn �--- % `- a' m � m O _ + 1`ti + 00 pl, �, IDENTICAL > U r Q co ? m 0.50% 0) I-_ � � ^ M o °° h�o�° 4 9'4 9'4 9'4 r POINT w0 > (0 wrn �- 0 ov 0; 00 + o 11° or0 wrn Uo U � m0) 36' 0 0)7 00 0o It rn + of � � �1� IDENTICAL M 4 U � >p � 0° ° 20' VCR 1480 LT- w o6 + 0 "� POINT U - 1495 1495 LT- > . m 0) '5 PROPOSED FI ISHED PI=98.96 - 1495 LT TAN GRADE=-5.20% O r ao 0, rn TAN GRADE=4.28% a o TAN RA E_ .40% M SURFACE AT m 10'10 16' G D 2 cv 50.00 VC Q PROPOSED FI ISHED + mo TAN GRADE=2.68% PI=96.86 >of >o U w SURFACE AT 50.00' VC cn ' IDENTICAL > > U M m w J G �n r EXISTING GROUND ® � m o > r- o U PI=78.86 U PC) POINT _ � w � co r of 00 00 � Q o p( 1475 LT- �ks`.1 s' oc - 1490 1500 �.- r _ _ 0_ r- w w N N O + M crJ 00 00 �� - 1 500 L _j o °- U m `� 9, ^' r U) 0) cD L0 00 0C14 .85% °' IDENTICAL U U U OO o ��° (1�° 4 Z/4 A/4 74 H EL N t + 0) � rn f0._50 1? r a) �� POINT Z e x a U rn o 00 1ti �1 V N N rn a, r+� (6 rn �0.50% rn -1.77 - > m + �' OO M + r r 0) ° c+j � � L °° O O i o U LO LO m r M r L0 o LO w a)0) N o �Oo Oo Oo O LO + a; M IDENTICAL U o - 1495 RT 1495 �- 139.29' oc - 1495 - 1480 - o Mao 00 r" O r POINT 0° + �r r N C)N N + r r 0) _ 0, TAN GRADE=4.28% TAN GRADE=4.28% .+ r O r r U 50:00 VC EXISTING GROUND COD � - o oro+ coo �r � � r 28.82 50.00 OT 44.65 50.00 VC - - OC OC PI=98.90 + 0' 0) PI=96.86 U N rn IDENTICAL > > U m o 50.00 VC 00 POINT 0° O > � � 1475 - 36.00 OC Pi=78.89 _ > M - 1490 RT 1500 RT- "' - - r w W � N 0, � � > o - 1500 RT 9'4 4 4 9'4 U am N Sri 04 a) r + U 00 U o0 0.50% m rn 0 00 > O �° Al04 m J N O �° 1 N + O _; � w Q1 m X IJ_(0 M 0) r ` + 0 P j tp M a) U o o + PROPOSED TOP OF CURB r U_ U) f"Ir to O PO 20' RIGHT OF (6" C.F. N ° 1N O m "? IDENTICAL ) PROPOSED TOP OF CURB 1480 RT- � � � o 00 POINT 1495 RT- - RT r (0 TAN GRADE=4.28% 20' RIGHT OF (6" C.F.) Cn o Lo + �cr � r0r N F r PROFILE SCALES NOT COUNTY MAINTAINED � ,ri r m LO TAN GRADE=5.32% H OR I Z. 1 "=40' 1475 RT- TAN GRADE=5.20% VERT. 1 "=4' 10+00 11 +00 12+00 13+00 12+00 13+00 14+00 15+00 16+00 17+00 LOT 199 17 LOT 199 (OPEN SPACE) SUMMITROSE CONCRETE CHANNEL PER P.I. POINT 12+50.00 LONE MOUNTAIN COURT LLJ DRIVE � w ROUGH GRADING PLANS P.I. POINT 12+50.00 LONE MOUNTAIN COURT (OPEN SPACE) Elf SEE SHEET s m w � PROPOSED 30" w m m w Cn i o ^ I STORM DRAIN m 0 J SEE SHEET 14 p 30 0+ + 3.5, + J� 2p' 0 m 1- 12' PRIVATE '', 2 r,' 99 p' 2 `£. 47 49 I EASEMENT `0 57 k r 58 48 �� 51 = 3� 52 53 54 55 56 , J i ,� -< _ r INT. 10+00.00 LONE MOUNTAIN COURT 'z ° 6�l `s I g7' S0 i ; 15+71.18 ECR 8 � 3 49' =STA. 16+10.42 SUMMITROSE DRIVE - N !', �, LOT 199 p' 18°' J 3 ,�� 1148.67' 63.DO, 4 5.28' Sg g�, rr PEN SPACE) 5 _- 29.21' , 51 �Apy121 55.00 55.00 55.00 55.,00 L=26.20' 3p o OPOSED 30" o 9 r j4 ��' 59 . � > � ORM DRAIN ��,F- / 9 � " 1 7 3p� 0 7 �s 11. 2 78.92TC 4 0 0 _ Q6�zn,, g 88.71FL Q6� �'�� SEE SHEET 14 a Z� ^ 94 8 FL ¢ 1 96.26F� 97.02TC 4 0 0 1 4 98.16TC N 97.66FL 98 7 y ��'_ -�sy = ! 1 D `so. CONCRETE CHANNEL PER N �� // 7 13+00 B 96.52FL 14+00 N76'41'4TE 15+00 E 16+00 ,rpm F PROPOSED 18" �''' 4 ROUGH GRADING PLANS .- o� ii� - - . e . 77.56TC - 0 4 5 6 90.90TC _ _ / V ., o N STORM DRAIN �1 1 t(�, .� - 3 1 o cv 1 � v - SEE SHEET 16 1 7 .06FL C, o 3 90.40FL ly o° "` B 6.28 - - f1 ,� r. 95.32FL 4 "� 4 97.66FL 1 9830T 1 �. 1 t C 9 80 9 $5T0 4 60 - r 81.36' 81.38' 11 `-" 17 `"' �,`' 90,82E 50.00' 55.00' 55.00' 55.00' 55.00' L=26.20' 2 F 0 16+49.66 BCR PROPOSED 36" >> CURB OUT(ET �`� _N �� PROPOSED 30" 1'2g' 2 c> STORM DRAIN S- `� + m`D STRUCTURE n �' STORM DRAIN N '' SEE SHEET 15 °O L=20.15 SEE SHEET 15 12+95.21 EC , k rnrn �I J I N^ -' oo_ 12+04.79 BC 97 II r `� - 52 49 ��x 69 68 o�1 _ ��ll 1 W 67 66 65 64 61 rn N 68 63 62 10' 2 3� w rn 3 2 �= N' a 20' 0 rn m 20 LO cN 0 1 R1GNT S N SUMMITROSE o ® EE ® LEA PROPOSED 30" PROPOSED 30" SEE STORM DRAIN '� DRIVE STORM DRAIN SEE SHEET 15 c� SEE SHEET 6 SEE SHEET 15 m LON OUNTAIN COURT CURVE DATA 0 DELTA RADIUS LENGTH TANGENT N COURT PRIVATE STREET ) o 82*30'19" 25.00' 36.00' 21.93' CONSTRUCTION NOTES © 10-14'14" 110.00' 19.65' 9.85' ( PRIVATE STREET) 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 (6" C.F.) , 0_*_�CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD. NOS. 209 & 209A OWNER / DEVELOPER Underground Service Alert © 78 50 25 35.00 48.16 28.77 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. NO. 403A 9 , , STORM DRAIN MAINTENANCE NOTE. 4 CONSTRUCT SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. (W=5.38'-6" C.F.) FOR OD 99°18 53 60.00 104.00 70.64 ALL STORM DRAINS CONCRETE CHANNELS & DITCHES INLET fMD .. o a Call: TOLL FREE O � - � , 5(�CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.50' A.B. (CLASS II) _ " ` A STRUCTURES CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE 6 APPLY ASPHALTIC EMULSION FOG SEAL). •� _800 E 15'00'38" 110.00' 28.82' 14.49' - , .� , _F. PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS PRIVATE 7 CONSTRUCT DRIVEWAY APPROACH PER RIV. CO. STD. 207 HOMES 227-2600 SCALE: 1" = 40' O 210'01'17" 38.00' 139.29' �� STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. NO. 816 5740 FLEET STREET, SUITE 200 TWO WORKING DAYSN%m G 78'50'25" 55.00' 75.68' 45.21' t c 14-9 V7 OWNERS ASSOCIATION FOR THIS PROJECT. 17 CONSTRUCT CURB OUTLET STRUCTURE PER RIV. CO. STD. NO. 308 CARLSBAD, CALIFORNIA 92008 BEFORE YOU DIG 0 20' 40' 80, 120' 1 60' , TELEPHONE: (760) 603-8001 OH 15'00'39 110.00 28.82 14.49 NOT COUNTY MAINTAINED NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE C SL ENGINEERING, INC . TRACT 2 5 2 51 - 1 I P 020150 SHEET NO. SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/p COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A ��F,o A' 0Ty�F � P'�� A. Scq�F RIVERI STERLING SIDE, CALIFORNIA U92503TE E OF NEWPORT RD.1& LIINDENBERGERERD INTERSECTION 7 GRADING PERMIT HAS BEEN ISSUED. �, y APPROVED BY: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR YP 2 m c �� 9yy z (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & AG WELL MARKED COUNTY SURVEYOR I SCHEDULE A ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. o` 33950 No. 25917 m STREET IMPROVEMENT P LA N IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 3 Exp. 12/31/05 ELEV.= 1425.301 FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 1 R.A.S. 4/14/03 ADDED SHEET: RAISED LONE MOUNTAIN COURT PROFILE * * * PREPARED BY: R.C.E. N0. 25917 (1984) LONE MOUNTAIN COURT OF 6 SHTS MARK BY DATE R• DATE 3 �9J CIVIL ��P K D DATE i1'9 CIVIC ' EXP. 12 31 05 SCALE: REVISING RESPONSIBLE PLANS FOR RAPPROVAL BY THE COUNTYMINING AN ACCEPTABLE . ENGINEER AND REVISIONS FOF CAS\F0� w y-2��03 TFOF- CAOW, � � �C .�.. DATE: 4 -17-07 " » FOR: W.O. COUNTY ENGINEER COUNTY RECOM ED BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 RYLAND HOMES FILE No. .;N589/04-14-03/589sip7.DWG/S:40 PROPOSED TOP OF CURB AN GRADE=2.48% AN GRADE=-1.77% PROPOSED TOP OF CURB PROPOSED TOP OF CURB 20' LEFT OF (6!' C.F.) (6720 LEFT OF (6 C.F.) o � � LEFT OF � C.F.) Ln U 00 0 > O 8$�' � o a � ro vn o a 139.29' OC T cD > o - 1505 LT 28.82' 5000' OT 29.64' 80.00' VC 00 100.00' VC U 00 �� m o w ro 0 mo m O OC OC PI=05.43 PI=92.36 cD ui 0° 0 (6 ` 39.27' OC 36.74 OC 66.78 VC U w rn c> w rn 0 w o 9, 9' 9, 9' L�4 L�4 O 9.4 A1•49.4 9'4 PI=75.18 > 0 > co cD > O w 4 4 4 4 U w `L�� co N 'n �0 O It + 20.52 20.52' 44' 9'4 9'4 44 N J 00 > 0000 > 0 '�/ 00 cD + 00 O Q� �0 > ui LO iri li N 4 p �lLO m � m 0 00 rn 0 6°° mo opo + 9.s5 4 04'VO OT 99.23' vc, oc - 1500 LT 1505 LT- o mow w o p - 1505 LT N d p C O 00 O p LO 10 - - U O r U M U O cj + cD N 0 OC PI-06.82 PI 08.56 SEE SHEET 6 FOR Q, U + IDENTICAL It + M N o0 % w o 00 d N �p + * . r PROPOSED FI ISHED> ? rn POINT 00 LO o �2 CONTINUATION 0- (0 `n ~+ 00 m o 300 N � + N O kL cD + � O ONO 00 17 O w O O r- O + o O ' r �° SURFACE AT c�i � Lnr0u) cD No o $% U00 CO co 0 0 o 00� 36.00 VC v � + 0 o+ � ►� ro rn 50.00 VC m ro 0 o U TAN GRADE=-6. 0 0 O PI=04.82 w 4 r r- IDENTICAL 4 � PI=03.4.8 w o , 1475 LT- POINT N Oo - 1505 1500 LT- 18 18 - 1500 LT 00 100.00 VC EXISTING 00 00 �, PROPOSED FI (SHED o U TAN GRADE=-2.80% TAN GRADE=1.91% PI=92.33 cD > . GROUND ® N 4 4 4 4 66.78 VC U � c� , w - U v' > O 71.31 VC SEE SHEET 6 FOR SURFACE AT w U _j w PI=75.15 v p°�0 Z cD > w w �O 0 '1 - U c° + "� o o PI=08.66 CONTINUATION 50.00' VC o m Q rn �G I- a (0 O M n +CIO to 6. ono o N PROPOSED FINISHED 0- 1.-: CL O 4 U- 00 � 1470 LT J LO ; vi, CD 6 o m o AT 1500 1495 LT- - U w ± M 0 o°c - 1505 SURFACE F- 0 I 0 °° >o °° O LO � ao 0) ,n 00 00 N LO I Q > � � IDENTICAL a x Q o 0y + U � + IDENTICAL � n � o,.,�,.. ' � z Q x o O POINT m N (6 + m 0) rn - � POINT � � :� �? _ 30" PIPE �2•�29 c� � � c� p 00 � �>4� EXISTING TAN .3�DE cn o 0 0 rN• vi + 0 (0EXISTING ao _ EXISTING r. J\� p p > p 0 + GROUND ® � p O 0 m + a (GROUND o li o o • to cD o ,ri GROUND ® � cD N 0 8% w rn N ,� O O o -o cD p -p o ,� + `�?r rn PORTION OF w c� `y 50.00 VC �,j U W oo rn N o ao Ln 139.29' OC o �,- NNE 000 ^ IDENTICAL + r 100.00' VC wU- > �' r r Oo� rnM N + ai (� PI=03 m 00 .N (` 1475 L- + + N 04+ Imo, - o _ + + + r�+ o o� 29.65' 80.00' VC - 1 500 `� + p ►i POINT N oo 0 0 0 1505 RT 1500 �- p o6 O O n o O �p n r CO00 PI=92.36 C0D w Q�Q cD 0 000 Oo0 00ir IN r STA. 13+14.66 00 v L � rn� rn OC PI=05.43 rn �O 00 , �Q� c� cD 41 .- f, 0 rn ,� -1 28.82' OC L/4 L/4 Up -1.72q, 9 66.78 VC ,, Q o `° , rn > + 9; �' 0 to �. v w L r y r 50.00 VC OT 36.74 OC PI-75.18 U ~J� D�o SEE SHEET 5 FOR + �� rn F 0 ;p w p TAN GRADE=39.60' OC Pt=02.59 ao ��j' r7 `L r CURB RETURNS. rn M �r3 w IDENTICAL 0 A/ '/ A/ A/ c> > 00 4 9'4 9'4 9'4 9'4 _.. o POI °�o > p 'n 9'4 w v N � O `r 1470 - `n 6 u7 45.38 OC SEE SHEET 6 FOR o �, J _ m N - 1500 RT 149 5 q- _ ►� > 0 -1505 RT m J m Q; caw + � O 0 � ,� � CONTINUATION J 0 � UM mo LL ON T(w � om � rn 010 O OM ro 0_ �U > O � m0 EL 0n - � ± rCIO m � '�y � u- + � rn L � `io w "�m m0 mo PORTION OF- ,0) r �r r o co M .. .- rn c� rn N r � r 100.00 VC 00 00 + 0)ao AN GRADE=3.00� �D r TAN GRADE o * NOTE: THIS VERTICAL CURVE Mo UM w o r v + p o+ ,ri STA. 136 ® N N o =6.05% 50.00' VC PROVIDES FOR A DESIGN w u ~o PROPOSE TOP OF CURB � � r STA. 13+14. .� r �` � rn r� T1 C o+ 4 IDENTICAL cD � co `� PI=03.48 SPEED GREATER THAN 30 M.P.H. � d- + 00o Q- V 1475 RT- r to � o n r POINT r N N Oo CROSS-GUTTER F.L. 1500 RT- L6 N 0 CIO C3 ) - 1500 RT a r IftQ,Q � � * RIGHT OF (6 C.F. 0 � � 0 �� U "t c O 00 r r TAN GRADE=3.90% p(0 M �,�� AN GRADE=7.16% PROFILE SCALES TAN GRADE=2.807 o _ .1 • H OR I Z. 1 "=40' m 0) NOT COUNTY MAINTAINED PROPOSED TOP OF CURB PROPOSED TOP OF CURB qt 1470 RT- 20' RIGHT OF � (6" C.F: _ 20' RIGHT OF � (6" C.F. _ _ 10+00 11 +00 12+00 vERT. 1 "=4' 1495 RT- AN GRADE=6.20% - 1495 RT 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 o� INT. 13+14.66 FEATHER HILL DRIVE Q INT. 10+00.00 FEATHER HILL DRIVE =STA. 10+00.00 HIGHWOOD COURT SUMMIT ROSE C.3 oJ� =STA. 24+19.03 PANORAMA HILLS DRIVE DRIVE 199 SEE SHEET 6 m m W o0 W (OPEN SPACE) 1 11 60' 11 Ll 00 m ui L, M p, HALLS ,+ INT. 16+40.27 FEATHER HILL DRIVE 10' 300' 20' 0 0 0 41 Q��P��P CONCRETE CHANNEL PER P ANORRIV E 31 =STA. 10+00.00 SUMMITROSE DRIVE 42 'h PAP ROUGH GRADING PLANS Q sHE� 3 32 NN 40 °' �� NOTE:cNANNEL BLOCKED W/ 30 PROPOSED 30" 33 34 �'' 1 05 '� `� ULASS,s�OCK gY OTF\ERS. 29 35 36 37 , 0 � n, '� Tws IMPAcls C31`nQs. � o 0 11+86.80 f CR 4 0 c� INT. 10+00.00 HIGH RIDGE COURT �5 2, o a' STORM DRAIN n, K, I � �,4 e--" 28 ; SEE SHT. 13 - 0 �' =STA. 12+31.80 SUMMITROSE DRIVE z 3 �� 11 °115.2g 34' L=42 S\ UCvRE 17 ,gyp L=62.00 L-62.00 a '\ rn 56.53' 169 / 23+�8 5� ECR `'�° L=62.O0' 0 63.00' 63.00' 26.28' ,1 0 25.77' PROPOSED 30 o p134FL 1 '2 1�G 0 11 ry 93.76TC o �402 STORM DRAIN 09 5 >>`, 33.3g 4 � SEE SHT. 13 �`� p��F� ��c N 11+00 °� 06.04TC 0 N 16'42 06 E rn 43 15.62TC - w :.. 05.34. q 54TC r,, c,, 88.95TC E 3 0~' ,�1 0� OTC 05 54F 1 �� 38 104 �4. 1 0 0 �' <c�' �, 95.13T - _ c� sc? F�. fig. ^� o�� O �, 5 6 1 . . PROPOSED 24" z p 88.45FL F C _ 16+00 7 �' °� �� M 0'�� 0� 2 1 - 5 6 4 _ 74.63FL 1 6 - STORM DRAIN F� 4 o C 0 po• �0 4 SEE SHT. 13 N15 15.46TC o o CN 07.31TC 88TC 4.96F\ _ P li� , 4 F� ,5• L=26,2 23 06.81 L `� 3 j3.38F1 L=91.97 �� 2 ,� 3 �0 85.27LO 168 ��, 10+46.19 ECR I o F M B L_92.81' 6' - 0 11 0�68 1a K / OO' I 18FC �' 0O `12+77.39 CR L=26.02 _�,'�' 10+45.90 BCR 67.52' z 0� , 84.95' �, �� 3 4 1 , 33 39 55 BCR Z ^N 11 �0 39 0 44 10+41.66 EC ��-- o' 2 123 �� o } A 124 ' 109 108 60� r 46 ti 60 m 06 C 30 45 U 'r-N , , W N � J + ^ 10' 300' 20' 0 107 �11 Ilr�, 4631F� \=1��9 10' 320 2 , M N m 167 00 �� N + + + 3 p6 c0 Lp M 6 HIGHWOOD �CN cl) �°' 2° as 1 1 SUMMIT ROSE o u"') + W m 30' 30, � COURT �� DRIVE SEE SHEET 5 E 10' 20' 20' 0 R�S SEE SHEET 6 ` SUMMRIVE 6 166 PANORAMADRIVE HILLSF ATH R HI DRIV SED SHE AIGH RIDG COURT SEE SHEET 3 'FOR CO►•IT1N TION ( PRIVATE STREET ) CURVE DATA CURVE DATA PRIVATE STREET) 0 DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT CONSTRUCTION NOTES A 84.11'46" 25.00' 36.74' 22.59' I 74.17'01 35.00' 45.38' 26.51 STORM DRAIN MAINTENANCE NOTE: 2�1�CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 (6" C.F.) © 16°42 51 920.00 268.38 135.15 O 94°45 29 60.00 99.23 65.20 ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD. NOS. 209 & 209A ' " ' ' " ' STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE OWNER DEVELOPERAlert') 3�CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. NO. 403A „ PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE Underground Service �4 CONSTRUCT SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. (W=5.38'-6" C.F.) �, © 15'11 11 900.00 238.55 119.98 OK 90'45 05 25.00 39.60 25.33 STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME FORE " 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.50' A.B. (CLASS II) OD 12*10'09" 880.00' 186.90' 93.81' © 90°00'00" 25.00' 39.27' 25.00' OWNERS ASSOCIATION FOR THIS PROJECT. o Call: TOLL FREE 6 �APPLY ASPHALTIC EMULSION (FOG SEAL). D ° - 00 E 93'01'02" 25.00' 40.59' 26.35' M 15°00'39" 110.00' 28.82' 14.49' 8 7 CONSTRUCT MODIFIED DRIVEWAY APPROACHES PER RIV. CO. STD. 207 & DETAIL HEREON O O _� 227-2600 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. NO. 816 F 1' 1'40" 25.00' 39.94' 25.68' N 15°00'38" 110.00' 28.82' 14.49' SCALE: 1 = 40' �� 9 3 HOMES 17 CONSTRUCT CURB OUTLET STRUCTURE PER RIV. CO STD. N0. 308 O O 5740 FLEET STREET, SUITE 200 TWO WORKING DAYS © 1°31'40" 900.00' 24.00' 12.00' OO 210-01'17" 38.00' 139.29' TELEPHONE:C(760)RNIA 60398008 BEFORE You DIG OH 10*14'14 110.00' 19.65' 9.85' © 74°17'01" 55.00' 71.31' 41.66' 0 20' 40' 80' 120' 160' NOT COUNTY MAINTAINED NO ET _ SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER (ESL ENGINEERING INC . BENCHMARK: TRACT 2 5 2 51 - 1 I P 0 2 01 5 0 SHEET N0. WORK CONTAINED WITHIN THESE PLANS , SHALL NOT COMMENCE UNTIL AN QROFESS/ON TRANSPORTATION DEPARTMENT QRoFESS/p COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �`��,o A. pry lF ��P�� A. ScglF RIVERSIDE11651 , CALIFORNIARLING 92503SUITE E OF NEWPORT RD.1& LNDEN ERGERERD INTERSECTION " " Q GRADING PERMIT HAS BEEN ISSUED. �, �, 2 AP OVED BY: v THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y� � m �� 9�y z (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAGMON MARKED COUNTY SURVEYOR I SCHEDULE A ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 No. 25917 ELEV.= 1425.301 STREET IMPROVEMENT P LA N IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * ��: ` * Exp. 12/31/05 IN DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL AL 2 I?-AS `�/2y 6-7 AS-&W-7 A o- _ sI P KH D A. N DATE s P PREPARED BY: R.C.E. NO. XP2159117 (1984) FEATHER HILL DRIVE & HIGH RIDGE COURT OF 16 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9T� CIVIL o��\ `tl-•ZY_� q�F CIVI\ �� E 2 3 05 SCALE:¢-�?0 3 FOR: W.O. COUNTY31-Z REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY �F CALIF EC Y BOYLE ENGINEERING DATE OF CALIF RICHARD A. SCIANNI DATE. H: 1"=40' V: AS SHOWN RYLAND HOMES FILE NO. N589/02-10-03/589sIp8.dwq/S:40 0. 5+00.37 BC FUTURE BEGIN BEGIN C & G BOUNDARY PROPOSED TOP OF CURB (SEE NOTE "A" �� 51.45TC,50.95FL � NOTE A: FUTURE TOP OF CURB PROFILE WILL BE A ® RIGHT 2O LEFT OF (69C.F.) 100' V.C. WITH BVC TAN. GRADE = -4.80% TAN GRADE=-0.56% AND PI = 54.95 ® STA. 4+50.37 TAN GRADE=-4.88% PROPOSED TOP OF CURB 1450 LT- NOTE B: FUTURE C.L. PROFILE WILL BE A 100' V.C. WITH 1465 LT- _j to � �, U (0 20' LEFT OF �. (6" C.F.) - 1460 LT >_ li1 w PORTION of 100.00' VC BVC TAN. GRADE _ -4.80% AND PI = 54.95 N � _j m � o . N SEE SHEET 2 FOR P1=40.05 ® STA. 6+63.32 ® STA. 4+50.37 Sri cD NP n O vLO UZ> � Oy o CURB RETURNS PORTION OF w d N CD > ��8y 50.00' VC 56.48' OC TRANSITION FROM a_ 100.00 VC 53.17 OC TRANSITION FROM CD w 00 m0 + of + Lo _j » N o v^ (0 M + �� 8 > PI=49.79 6" CF TO 8" CF r m U N L L o w P I=37.03 ® Lj.4 9.4 [j,4 9,4 J 8 CF TO 6 CF U Sri O N rn r Lo� ��9 m U 6/4 '/4 6/4 6/4 1445 LT �Q �` �' J sTA. 7+83.32 1460 LT- w N r 00 N o` 000 N � � J n + M IDENTICAL ° 00 0 > J 0 - 1455 LT a6 . + N ,� _j w r cD + N POINT cD l + w U _ U w 00 r cD 00 00 U w w cD r- 00 FUTURE �n r-m �n w ,ii L` m 0 > J L M 6/4 A/4 9' + w ) K M u- _ U (SEE NOTE "B" o + rn r w > w o ^ 00 1- ao �o m ao o m PO 00 co �r LO PO r m ,.n 0 37.12 OC 0 0 _ r 0 x a) 0 RIGHT) � o + o � N v ro - v to - PORTION OF 50.00 VC + o� �N U � � w � + ai cD d CO ri N N w ,�,� v ~ ~ v of 1.96q PI=65.02 ® STA: 7+22.93 °' `n+ mi ►00 � 1- c`r�" `f z 1450 �- CROSS-GUTTER FL + 00 � N 06 �, 0i m v - 1440 LT 1465 - °' �"' - 1450 LT Z + 00 M 00 H � O FINISH GRADE M + o6 + °^° a0 (Da, `D - M c > m o °' 0° i o% > TAN GRADE=-3.94% 0 TAN GRADE=-3.78% AT DEBRIS BASIN ,� + TAN GRADE=1.92% m `>0 U 100.00 VC ►� r� r7 >o ,� �d m Or. PROPOSED FINISHED 0y m PI=40.02 '2.5 TAN GRADE=0.39% rn •� ~ 29° a oo > ° 00 00 TAN GRADE=-0.18% SURFACE AT � N Z r- 17+78.28 + 0) 89 50.00' vc ,� - o L...-... cD cD + `, C i o �`' ^ �� 28g U PI=49.16 4 r'i N &j U a; rn C.B. A7 � L N cD ,,� cD ° m > ~ 1445 - N o - 1435 LT - 1460 - + _. - 1445 LT 0. � _ r- 100.00' VC IDENTICAL 00 0 00POINT 0 � a FUTURE \ w + °' '� > 3� 1Nv PI=37.00 Z r- � 0000 N w U U 0 0 x z SEE NOTE »A» �� 0 cD 't rri 00 N w > �4�2 E U U� - 50.©0 VC + 00 > X Q w _ ® RIGHT co ►� + o � M N m 18" P\P > wd cn w TAN GRADE=-1.43% PI=64.99 PROPOSED 00 0 w >_ N �/ cD . cD N � N . M o TAN GRADE=-4.88% FINISHED Oo ow w o o LO � EXISTING � M M N `W0 rn � � o � GROUND ® � w r i cD to N � cD - _ I, cD N o 0 1450 RT- Q + n N 06 r, n N M 0 "' 06 1440 1465 RT ( CD SURFACE AT + °' M o o - 1450 C U to O_ M r- M + 00 I� r 06 't M Z + P') 00 cD U 00 + 0o cD d-� Lop � + ao mo� C5 m � � + � � � + 00� � - 0m N CO EXISTING GROUND ® � m `t� � � 0v n r7 + t\ 00 n cD cD Mro r.mU O cD v SEE HEET 2 FOR 2.529 ►� �� CD LO PO I- 0y ao (2 pp%) v N M > �� Lri � 50.00' VC �3 0 00 0 60Z Lo CURB RETURNS PORTION-0F 100.00 VC ►� w �N w 8y oo 00 (2• 0<5 �r rn ° ` PI=40.05 STA. 6+63.32 "? _+ �+ = U +caw + U co o (5 co + rn� > PI=49.79 56.48, OC TRANSITION FROM Lrn-m LO � � PORTION OF m cD - ~ CD `�cD �89 1445 RT- J 100.0o VC 53.17 oC TRANSITION FROM - 1435 1460 RT- N U 00 m ; 9.4 9.4 9�4 9.4 6" CF To s" CF - 1445 °' N _j _� PI=37.03 ® 8" CF TO 6" CF + rn IDENTICAL 00 w J o , w �j'4 �j'4 44' A/4 r- cD + cal POINT cD -i 12 cLL +o a; a, �t _j w U STA. 7+83.32 � cD 00 00 N W tr I U- E 03 0000 + ") n w U i 9'4 9'4 0+o n oo 00 m ago o ao ,� °�° to Sri � � N m 0. 0 0 00 37.12 OC o '0 NU 0000 I` w � CROSS-GUTTER FL oIt ono � rn ri o N m ro M v PORTION OF 50.00' VC °' `�+ ai,� 0) 0 C c o Lo pf) N o r- I- � I- N - 1440 RT P1=65.02 ® STA. 7+22.93 't C6 CO - 1450 RT + C6 Ln o0 D o rn w (0 � n w n w TAN GRADE=-3.80% ,252� M M �� M M w fe) PROPOSED TOP OF CURB -, PROFILE SCALES (6" TAN GRADE 38 °PROPOSED TOP OF CURB 20 RIGHT OFC. F. 20' RIGHT 0 F (6" C.F.l �I Q - TAN GRADE=-1.92% HORIZ. 1 40' TAN GRADE=-3.2100:m I TAN GRADE=0.39% VER T. 1 =4 NOT COUNTY MAINTAINED _ + - 1435 RT - 1445 RT 5+00 6+00 1433.52 �co "'8+00 EXISTING 28' C.B. 9+00 6+00 7+00 8+00 9+00 GP,-tE10+ 00 PANORAMA HILLS 24" PIPE � ALD P�-Q��$59 �R INT. 6+38.32 WHISPERWOOD DRIVE W ALDERGATE O Np. TRACT BOUNDARY ,� o- SEE 2 STA. 10+00.00 PANORAMA HILLS DRIVE ^ DRIVE PANOR O`t'tC'; a AA EXISTING T C.B. w m + SEE DW 8' NO. 859-RR p A MA HILLS EXISTING 4 C.B. SEE 8 32 r' - ^ '60 30' 1 30 N r '� �44' SEE RHEA _ 7 (. - r r r - r FRJAr r 0 ^ = 12 r 44 STORM DRAIN MAINTENANCE NOTE. 3 2 y rr��-�.. r �J J r r) r 10 20 20 O SECONDARY4 32 , :F 32' 12' m o 12 r r o ALL STORM DRAINS CONCRETE CHANNELS & DITCHES, INLET / C' �' C' 5/ ,J 2;1 8 DRAINAGE 00 m 1 94, o' XISTING 10 C.B. STRUCTURES CATCH BASINS AND DEBRIS BASINS SHOWN ON THESE 60 ; �, �, � ,�� J J JI J J :J J 20 w z�� ESCAPE n �n ao Q � J + 3 Cr. ao F-0 30 30 + 00 a N Q,• 00 �c-�� ,.,, ,,,., c�z I PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE a ss ,��„ 10+43.36 ECR 15+56.56 BCR `r I 10' 20' 20' O '� 4 . � INT. 10+00.00 QUAKING ASPEN o mac. 11 r �� m a I STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME gg 1 46.9 0� -STA. 31+80.43 ALDERGATE DRIVE ^ 2 3, 10+46.60 BCR _�_ E I� - PROPOSED 30" J�GUETTER UR�o, I OWNERS ASSOCIATION FOR THIS PROJECT. 129 1 5C7 16O s h - ?o "5 PROPOSED 18 159 °` EXIST. 84 STORM DRAIN gz S m 8 STORM DRAIN �' s I STORM DRAIN �U-' gCR W"� L ' L=24.69 4 63.91, 3 2 �� SEE SHT. 11 85.58' 30.39' 3 �' `o n 51.4 Z I SEE SHT. 12 32+38.32 CURB ��1� PER R.C.F.C. & W.C.D. ST o ¢ I INT. 6+77.93 QUAKING ASPEN �� 27+78.77 ECR EX1Sj C o JOIN DWG. N0. 4-562 �� o INT. 8+63.32 WHISPERWOOD DRIVE =STA. 27+37.57 PANORAMA HILLS DRIVE r, 031�R 3 1`° 39.81 TC 4 0 0 31.60T w o o =STA. 15+04.99 ALDERGATE DRIVE . Y Iall4 5 1 0 49.53TC 1 �oC' �- � D 3 M 13 8 � G , tih o A 49.03FL h`° �`l. o� ��, �o 39.31 FL M N Z k 5.00 19.53, _ `;64.3 13 �� o h - I F 2 �h �. 1 37.1 OFL L=51.35' h�G� FS .� q,c sr S = N 11'45'15 W - _ 7+00 � - 3 , 16 a s - __ 3 o r r- rr PROPOSED 24" 10%� N -- _ B _ -_ 5 6 -x - _ �.�;�. _-, 5 6 -- - �� o �o' J T��r J �' 1• � y "' Sq C 1 3 D o �" F 5 "w 128 STORM DRAIN 64.�2FL 4 0 ' S9.84TC 49.03FL 44.34FL ��'�� °c °` •ti 39.19FL � 37 F� _ a r�, o J9r)J /J J- NiN10'21 43 cv K \- o� 5F 5145j0 0 -- �� f SEE SHT. 12 E 59.34 L - 49 3 2 \ \ EXISTING 10' C.B. L=18.55' 67.06 2 E 84.53 8.29 I I PROPOSED 36 3 1 0 __ 5 6 4 22 11 13 y / 4 �o h 4 STORM DRAIN 64 22FL s 9+56.54 ECR 3' �. 9+53.40 BCR "' 59.34FL I 3 S� -�•- `ti- 0 13 I SEE SHT. 12 �• ic�s F S I 14+53.42 ECR 48.5 �' !� 11 JOIN EXIST. CURB w w 58.00' �' '' 9' . 8 FL 1 ,�, , € -ti ' 26+96. 6.53' L-49.17' - R ' z rn -r s O_ L-57.00 W �� 1 & GUTTER I I / ; 38,BCR n� 31}�54 95` 88', 44 12' o m � 60 r c� 88 44, 127 PROPOSED 42 5� 32' 30 30 193 �44 CONSTRUCTION NOTES PROPOSED 18° \N Ex\. L4 TRACT BOUNDARY Q _ 32' 12' 11 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 (6" C.F.) STORM DRAIN SEE OR HT..R12 32 ACE '., - m 0 "' o- , SE€ SHT. 12 12 G 4:1 I o z 10 20 20 N cn , c� 12` 32 6Q r f R m CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD. NOS. 209 & 209A 3 LDE v� R m + _ 3a-CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. NO. 403A N �0, 2p, p� W 162 161 p` pR� 0 859R PANORAMA H I LLS o m N ALDERGATE 4�CONSTRUCT SIDEWALK PER RIV. CO. STD. NOS. 400 & A40S. 11(W-5.38' 6" C.F.) 0' 0 164 163 OWE' N DRIVE 00 c-) II DRIVE 5�CONSTRUCT 0.25 A.C. PAVEMENT OVER 0.50 A.B. (CLASS ) PA � SEE SEE SHEET 2 �c� 11 vd/ SEE DWG• NO. 859-RR 66 APPLY ASPHALTIC EMULSION (FOG SEAL). NORq ' < ,� EXISTING 21' C.B. oP SHUN SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW �/,4 SToP StUN a' 10 NSTAMLNT AS BARRICADEWPERNR V.TAIL CO. �ND. NOT810 SF�R/VE y/q'3 122&11 INSTALL STREET NAME SIGN PER RIV. CO. STD. NO. 816 New 3 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 13 CONSTRUCT 6" TO 8" CURB AND GUTTER TRANSITION (REFER TO RIV. CO. WHISP RWOOD DRIV STD'S 200 AND 201) 16 REMOVE EXISTING PAVEMENT FOR CROSS-GUTTER CONSTRUCTION (2' WIDE MIN.) UAKING ASP N ( PRIVATE STREET ) ( PRIVATE STREET) CURVE DATA J DELTA RADIUS LENGTH TANGENT J DELTA RADIUS LENGTH TANGENT OA 05*14'22" 280.00' 25.60' 12.81' H 85'04'58" 25.00' 37.12' 22.94' OWNER / DEVELOPER Under round Service Alert B 05*14'22" 300.00' 27.43' 13.73' I 24-33'10" 320.00' 137.13' 69.63' 9 J O D FOR YOB Call: TOLL FREE © 05'14'22" 320.00' 29.26' 14.64' J 24°33'10" 300.00' 128.56' 65.28' L M o _ 800 SCALE: 1" - 40' J 88'00 00 25.00 38.40 24.14 OK 24.33 10 280.00 119.99 60.93 r N HOMES 227-2600 O 92'00'00" 25.00' 40.14' 25.89' © 92'27'25" 35.00' 56.48' 36.53' ry } 5740 FLEET STREET, SUITE 200 � TWO WORKING DAYS „ » ' CARLSBAD, CALIFORNIA 92008 BEFORE YOU DIG 0 20' 40' 80' 120' 160' F 87'02 44 35.00 53.17 33.24 M 87'02 43 35.00 53.17 33.24 r; �� g '07 TELEPHONE: (760) 603-8001 NOT COUNTY MAINTAINED © 85'04'59" 25.00' 37.12' 22.94' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 25251 - 1 I P 020150 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT Q�OFESS/p COUNTY O F R I V E R S I D E ENCROACHMENT PERMIT AND/OR A ��F,o A' aTy�� Pq� A' C. RIVERISIDEERCALIFORNIALING 92 031TE E OF NEWPORT RD.1& LGINDENBERGERERD INTERSECTION " " n GRADING PERMIT HAS BEEN ISSUED. �<v , �. APPROVED BY: �, y y SCHEDULE A 7 z� �2 ;; 2y (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w Y m c� °C m IN CAP WELL MON. STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33S w No. 25917 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/3OZ06 * Exp. 12/31/05 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 2 RAS 9/Zy o� AS'��\� ( 7 J] Q K A A. DATE s PREPARED BY: R.C.E. N0. 25917 (1984) WHISPERWOOD DRIVE & QUAKING ASPEN of 6 sHTs MARK BY DATE AP R. DATE qj CIVIC- �� _ q CIVIC �P EXP. 12 31 05 SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS FOF CA1- � �"''�-�`� TFOF Cps\F�`�� n � -Sc-�a-----` DATE: ¢'�7-d? „ FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOM D B BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 RYLAND HOMES FILE NO. / ,,N589/03-10-03/589sip9.DWG/S:40 EXISTING PROPOSE TOP OF CURB GROUND ®��•50.00' OT LEFT OF (67 C.F.) Do PROPOSEQ TOP OF CURB ' 139.29' OC LEFT OF (6r C.F.) 3s.28 V 139.29' OC PI=�8.08 40.17' OC 18.14 18.14' 31.86' 44.64' OC 50.00' VC 80.00' VC /29.65' 132.80' VC 45.82' OC OC OT OT PI=69.28 A/4 9'¢ 9'4 9'4 PI=75.23 OC P1=72.65 A/4 A/4 A/4 A/4 16.40'16.40 J op � o ¢ OT OT ``-o o 0 U cD m M U �p > cD r7 d 1470 LT- ' " > 0) 1470 LT 1475 LT- m � U 0) > C - 1475 LT m i- U M > O) O p9 _ I� > et U _ o0 > O U N U 00 W c0 LO O O)00 U O W t�D W (fl U prj > In W H O 00 m � Oc�j � (p 0� CU M t\ w (6 °° -PROPOSED FI ISHED �30 0 W N 36.OD VC00 TAN GRADE=2.19% SURFACE AT P1=�74.65 � ^0 o 1465 LT- TAN GRADE=2.93% Eto ' P6=69.21C - 1465 LT 1470 LT- U go 18 18 TA 66RO�DE °D r - 1470 LT 50.00 VC TAN GRADE=-2.44% 00 :2 ~ a 0 18' 18' m o_ Pt=71.63 F- U Q U < U a Q U Z Q X > U - > Q: U> 1- �` m om UN �G �� aN UM owo 'O �� U 1470 - O O U o Q co �� IDENTICAL cn + M N w �, - 1 475 00 0 0 �000 0 to + a) 'ovi cnai6°�' 66F� - 1470 1475 - � I. O � o ,� M . + �r °° co N oN °+ c� cD co 6`b' IDENTICAL POINT - v) + cv_ .. O Q V)�` o o ro �� POINT o 0O � 0 ^ 0o+ � 1.44% TAN GRADE �szrnr` + � � roo �� Mo � `O `° TAN GRADE =2.00% 62% =-2.17% EXIST. GROUND ® CE 09 rn r o+ o� 00 C3 Zq 2. 139.29' OC PROPOSED FI ISHED 1465 �- 40.17' OC 18.14' 50.00' OT 44.65' OC 50.00' VC - 1465 `r 1470 - SURFACE AT 139.29, OC TAN RADE 1'� - 1470 A/4 °/4°/4 A/4 OC PI=69.28 80.00, VC 29.64' 32.80' OT 45.82' OC rn o PI=75.23 OC A/4 A/4 '/4 '/4 L/4 L/4 U J r U U O M co > cD d' O 1470 RT 0 a0 > ai o _ _ - 1470 RT 1475_ RT- - 1475 RT � (0 � O U o6 m c� � c4 W IC U Ur � � r � rUjW mil (0 >- m � O � � W � wW o w � co � O N U N to 00 d PROPOSED TOP OF CURB �30 m r- ^w TAN GRADE=0.37% RIGHT O F CL 6" C.F. PROPOSED TOP OF CURB C 1465 RT- RIGHT OF 6" C.F. - 1465 RT 1470 RT- TAN GRADE-0.50% - 1470 RT PROFILE SCALES NOT COUNTY MAINTAINED HORIZ. 1 =40 VERT. 1 "=4' 10+00 11 +00 12+00 8+00 9+00 10+00 PANORAMA HILLS STORM DRAIN MAINTENANCE NOTE: PANORAMA HILLS ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET m DRIVE DRIVE .) m W O�� STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE SEE SHEET 4 SEE SHEET 2 PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE w m QO� STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME 9 60 p OWNERS ASSOCIATION FOR THIS PROJECT. x°�� 140 30' 30' 185 60 14 15 ��o � °�q o' 20' 20' o 30' 30 �i�, 139 0 8 20' o' s,� 2 CONCRETE CHANNEL PER °ANT o 146 rn l ECR 1 6 ROUGH GRADING PLANS �I o Cn INT. 10+00.00 WOODWIND COURT 14}A4�6 49' 0a, L=28.76' NRE 17 J 34+46.03 BCR ^ I =STA. 33+93.68 PANORAMA HILLS DRIVE INT. 10+00.00 SAND CREEK CIRCLE �� 24• ��. SNR p �� 3 =STA. 14+87.06 PANORAMA HILLS DRIVE 184 �9, 25 g2 �,5� �� RB �U�� - � pp 3 I 11 68 58rC � 6a.g .. �'� ��c,� to 4 A �� 68 08FL 6y Ni 4 1��. 1 o Lo ��' 1 6�6S�C' 2' TRANSITION 11' PRIVATE B 11+00 DRAINAGE EASEMENT E 1 2 147 pp 2 B N15'53'36E 5 6 C 0 138 itN38'09'02"W 183 �� 1�1� s8°8T� 1 ,;c 4 17 1 5 s � 7. F( 68.5E u 4 �.08FL ao h 25. 0 32 11 3 U J05 �. 15�29 74 8C 24 44. L=23.78' 3 4 33+41.32 ECI 148 �Cn o 182 60 20 18 J ^ 60' , 30' 30' a 19 CONSTRUCTION NOTES 136 30 30 10' 20' 20' v c, 11 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 (6" C.F.) 137 10 20 20' 0 w w �`J CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD. NOS. 209 & 209A PANORAMA HILLS 33 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. NO. 403A 49 DRIVE m 4&CONSTRUCT SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. (W=5.38'-6" C.F.) PANORAMA HILLS SEE SHEET 2 55 CONSTRUCT 0.25 A.C. PAVEMENT OVER 0.50 A.B. (CLASS II) m DRIVE 66 APPLY ASPHALTIC EMULSION (FOG SEAL). W SEE SHEET 4 SCALE: 1 = 40' 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. NO. 816 17 CONSTRUCT CURB OUTLET STRUCTURE PER RIV. CO. STD. NO. 308 0 20' 40' 80, 120' 160' SAND CR K CIRC PRIVATE STREET ) CURVE DATA ( PRIVATE STREET ) OWNER / DEVELOPER Underground Service Alert 0 DELTA RADIUS LENGTH TANGENT FOR Y OA 92*04'12" 25.00' 40.17' 25.92' WMD o ° Call: TOLL FREE 800 © 9°26'49" 110.00' 18.14' 9.09, HOMES 227-2600 © 210*01'17" 38.00' 139.29' - 5740 FLEET STREET, SUITE 200 TWO WORKING DAYS OD 105'00'38" 25.00'(760) 03-8001 45.82' 32.59' Q /0 TELEPHONE: (760) 60 CARLSBAD, CALIFORNIA92008 BEFORE YOU DIG OE 210-01'16" 38.00' 139.29' 1 - NOT COUNTY MAINTAINED NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 2 5 2 51 - 1 I P 020150 SHEET N0. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN COUNTY O F RIVERSIDE ENCROACHMENT PERMIT HAS PERMIT B EN AND/OR SUED. ,�,�o A 0 �� APPROVED BY: �� A 1 1 651 STERLING A TE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION SCHEDULE A F,� Ty F ��' P�0 Sc,ki�F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 10 (909) 785 5122 * FAX 909 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR CD Y � rrnn � � 2? m ( ) IN CAP WELL MON. STREET IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. m 33950 � No. 25917 MELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 Exp. 12/31/05 PREPARED BY: R.C.E. N0. 25917 ELEV.= OF 16 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �� * K A. HM DATE s CIVI` �P EXP. 12 31 05 SAND CREEK CIRCLE & WOODWIND COURT U RT RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 91�. CIVIC- O��P _2 _0 q�F 0�� SCALE: TY REVISIONS OF CALF OF (�. DATE: ¢"7 "� H: 1 =40 V: 1 =4 FOR: RYLAND HOMES W O IF:I(LENNO. 3l .� REVISING THE PLANS FOR APPROVAL BY THE COUNTY. CALF -� S "_ , ENGINEER COUNTY RECOMM D BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI ,N589/03-10-03/589sip10.dwg/S:40 TO BE PRIVATELY MAINTAINED BY H.O.A. TO BE PRIVATELY MAINTAINED BY H.O.A. EXISTING GROUND 0 1470 - ZAd - 1470 FINISHED SURFACE FINISHED SURFACE _: o @ STORM DRAIN CL STORM DRAIN � Z o � EXIST. GROUND 0 Q a C) r- � J EXIST. GROUND 0 Q M Co + 1465 - N N �� - 1465 1445 - _ M - 14f0 cn m: CDV " M 1 3.p o G�� 9 p = + rn Np� \0 �,� 62 p w ^ N t 00 m z c°°' U . . '`� HGL c:� " N co Co M M � p"�• 146p�p o z 1460 - N J �� - 1460 1440 - + z _ ^ Z �� 5�� - 1455 W o o J _ 1�5 y>P�p4 100 YR. HGL 1 DEBRIS `. `„ �c SRO _ 5h Q� STORAGE S ~ `L� / - �G �, o ,� Z LO o Q� 8.58 I 100 YEAR HGL �4k P�` 4- � �h0 O 30 r 56.77 + 100 YR. HGL HGL y s� I I `� �� TOP 01�°O + jr j 00 S� l I I ti >> G� I I . 1435.1 �O 1455 - yc! �� 1454.37 INV. - 1455 1435 - 11 \s� � R 30" PIPE gOT. �4 - 1450 ---- S 0.0060 18 PIPE EX wP 433.6 4 II a � I 9� s=o. 1453 U m Z I I �433 4 F� 33.59 I 30" PIPE yG� 9. �• �8 p8 9pT w z N �, 306�1� I S-0.0096 HG\- 1432.1 TOP. 00 - " m z w Z o`' �, £ ) r- + � o�' 1450 - EXIST. CMP I 0 CNLO " » h ° °S'° P PIPE FLOW: - 1450 1430 - III p.o264 CONNECTION RPIPE TO D " Z 1445 - �`' - 1445 °i N CD m R I BE REMOVED o ( X p244 II I of . Q ,oa=8.9 C.F.S. 11 a �, o� 5- _0 I z P4PE FLOW: o PIPE FLOW: _ g6 I + � �� Q .� 30 „ o - V MAi=5.0 F.P.S. A42� J N s EXISTING 30" RCP PER '' II G' I I U) Q ,00=18.0 C.F.S. Q ,�=13.3 C.F.S. 48» \Nv'7 3 ZOp w z / 3r R.C.F.C.D DWG. NO. 4-562 n _j I + V -8.8 F.P.S. " V MAX=7.9 F.P.S. 1 a? W R I i °O �6o s�s I_ J - MAX- 4 O Q� 1445 - _____ r ; 43 85 I " - 1445 1425 E Z I I N 1440 - �5'- - 1440 INSTALL 32.95 L.F. - o+ NG1- I EXISTING C.M.P. RISER AND 18" R.C.P. (CL IZ w o it - � Q,00 =50.7 C.F.S. - CONNECTION PIPE TO BE w a Q,00=75.6 C.F.S. - C Y Q,00-50.7 C.F.S. w _ �„ _ VMAx-13.1 F.P.S. S- REMOVED w °- w a V MAX=20.4 F.P.S. o a a a a a o �- a s a a V Max=20.3 F.P.S. a s z ,- s Z Z EXIST. 48.59 L.F. z z z n- w �xz• MON z w c� " > z >w> z>w z w z - 0 36 R.C.P. (1250D) Q,00=18.0 C.F.S. > �ECD w > m ; w ; wZ z LLJ M wzmz_ 1435 - Wz_ mz_ wZ - 1435 w Z Z:U CV > > 0 Z Z N Z ►� z " oo r- LO M Go ►N M 0 - Map .� " V 21 .5 F.P.S. > Lu z�-_� zz o n - rn o � Z" n 0 MAX- Z Z m � U N I0 M w a- N uj m W Q N M N 4 p ONO t j N � r- O� 000 0 L LO t r7- � Ad Nr7 Kj 00 N + � + � + � + � + -.. + ram + � + � + � - � O o - Q r O o M M �t " � 0) 't rn ,� o C) 0- PROFILE SCALES INSTALL 146.44 L.F. INSTALL 89.40 L.F. ~ `- "~ ¢ ¢ INSTALL 104.50 L.F. M + cn +N + m J "' N M INSTALL 154.99 L.F. N. H OR I Z. 1 "=40' 30 R.C.P. (1750-D) 30 R.C.P. (1750-D) NOT COUNTY MAINTAINED °O w °N°w CO ov o 0 24 R.C.P. (CL 18 R.C.P. CL VER T. 1 " 4' 28+00 " 29+00 30+00 31 +00 32+00 10+00 36" R.C.P. (1250D) 11 +00 12+00 13+00 14+00 15+00 16+ 00 INSTALL 39.22 L.F. EXIST. 15.19 L. . 24 R.C.P. (CL ID� THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE 31+78.87 4 PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 -1 /2" OVER THE PANORAMA HILLS 460.0 F RISER 31 REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER ,SECOND. DRIVE 461.0 RIM THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f c=5,000 ALDERGATE DRIVE 60' / 29 o a ¢_25 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 PSI EXISTING 30" STORM DRAIN '�' PANORAMA HILLS �, � 0 21 8� �' O ��0� N N¢ FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. PER R.C.F.C.D. DWG. NO. 4-562 1 80 ' ALDERGATE DRIVE - o� =� °°'� N D R I V E o 10 20 1 Z m = m O TRACT BOUNDARY . N 6' PAD=65.5 ab �`�,� I 44, `3' -' oo o 000 ^� N 60 N 4:1 1 47 9 L S 44 ,\� DEBRIS BASIN PER 44' ^ "'' '�'O .1+ o0 00 0 CN 30, 30 7 + ,n =6+ 96 ST. A. Q �� Q2 m ! 2• ROUGH GRADING PLANS ' I 32' 2 + ��3 M w r w�,,,J ^ ^ 1 ' ' M 2 32 12 100.00 O{ O L, O 12', 32 O _ 6 10 20 20 11 42' C RIS o ^f � o � ,o LATERAL "A6" 25' PAD=46.5 O (q fmJJJJ PAD=46.5 9 ° 1 8.5 FL; 50.5 S/ W - t-� 14 m I �' PAD-64.5 11 Fc 179 m °° + F� 6� N56 4515 W 20.50 6, 1'93 �� ° ° - - x K, o _ o Lo P oM G PAD=64.0 N o N 7 20 F 2:1 rr ��r r _ PROFILE ON SHT. 16 I - h I r �, ¢ + + + ,�, + �, ¢ EXISTING 84" STORM DRAIN i l + 00 11 c r� ao X �) SECONDARY N N CV N, N : �-. 50.8 DRAINAGE D `V 15' 105.00' ,� 4 PER R.C.F.C.D. DWG. NO. 4-562 1 28 29' 84.53' I 67.06' L=18.5 20(T0 5 ' �* ` `- FG ESCAPE 21 �" 20 c FG (38.60) -� 100.00' 20 6' - _ FS `L' 22 LL, 21 O ;,, 4.33' N20'07'30'E 64.33' E l �. I w, , - b 00 9+0 L 17.43' y INT. 8+63.32 WHISPERWOOD DRIVE 1 00-- 811 , ,. Nll'4515 W 26D.20 13+00 59� p =STA. 15+04.99 ALDERGATE DRIVE 8+63.3 - _ - co - _ - - - - - - 10% s (n 4:1 6+00 io N7 14 45"E N1 " 93.33 N 20 '2 1 _._.. .. __. ° 8+00 20 _ 7+ � . S+00 � N20'0T30"E 51.5T 105.00 SECONDARY �� 20 DRAINAGE ... . -., 17+70.37 , 22 W I S P E R W O O D DRIVE " " B ' ESCAPE `� 32 PO N 1 FUTURE 32 LATERA� A8 C C.B. °A9" 25 S�lsr3 c o /S� STORM DRAIN 30 28+35.78 JOIN EXISTING 30 PIP WITH N65•07'30"W 15.61 �R W=4.00, �� m H 4.5T 23 N °24 PIPE & CONC. COLLAR, A=1 .4' 'o +o " �� 00 21 EXISTING'36 PROFILE ON SHT. 16 �` PAD=65.0 LATERAL A7 .,STORM DRAW M � � LATERAL A9 " � � ' � .39' 85.58' �p .� � 63.91' L=24.69' 17+78.28 ST. STA. ,n o D. 6' . h �; FUTURE 25 � C.B. "As" J N43'23'14"W 18.85' 2:1 N49 5818 W 30.11 I 4 ��,o w=4.00, H=4.82' PROFILE ON SHT. 16 _ _ v PROFILE ON SHT. 1 " I x ass STREET C.L. 4:1 �\\\ --,_ / tip 18 STORM DRAIN I Z c , N 51�6 1 78 ,.. PER R.C.F.C.D. DWG. NO. 4-562 a 20 2:1 y PAD..=64.0 � 8 'I 194 190 6o I 8 LOT 191 44' ' 44' PAD=45.0 30' `30' PAD=46.5 ° 29+80.09 1 INT. PIPES P OPEN SPACE 12 32' 32' 2; N _� 10' 20' 20' 4:1 rr'I I r I Ir�r, 26 H N 1 =4.80 RPM 30+18.25 INT. PIPES 26 ALDERGATE :� J :l ` .� ALDERGATE DRIVE M. . o. ' L PNO 5 M.H. No. 1, L=4.54 RGATE DRIVE _ rrRr-r r _ PANORAMA HILLS TRACT BOUNDARY OR STORM DRAIN MAINTENANCE NOTE. DRIVE TRACT BOUNDARY r) �- r) ±�, 3 FOR TRACT 25251 J J�J J ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET 25 STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE NOTE: STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME F_ AT RA OWNERS ASSOCIATION FOR THIS PROJECT. " H" IS THE DEPTH OF INLET OF CONSTRUCTION NOTES CATCH BASINS MEASURED FROM Q-CONSTRUCT DRIVEWAY APPROACH PER RIV. CO. STD. 207 THE NORMAL GUTTER FLOWLINE 20 INSTALL 18" R.C.P. (CL CURVE DATA TO INVERT OF OUTLET PIPE. 21 INSTALL 24" R.C.P. (CL. I� OR 24" C.I.P.P. (T=3') 22 INSTALL 30" R.C.P. (1750-D) OR 30" C.I.P.P. (T=3') O DELTA RADIUS LENGTH TANGENT 25 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300 AT RA A3 OWNER / DEVELOPER Underground Service Alert (W & H SHOWN ON PLAN). LOCAL DEPRESSION PER RIV. CO. STD. 311. OA 17°24'35" 306.00' 92.98' 46.85' oRE 26 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. NO. MH 251 WMD gEF YOG Call: TOLL FREE (L AND D SHOWN ON PLAN) © 87'49'16" 45.00' 3.42' 1.71' �P c 29 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. & W.C.D. , „ , , >> �. 1 800 ) © 23°33 23 90.00 37.00 18.77 SCALE: 1 = 40 : Lys HOMES E STD. N0. TS 303 (L, C, D, A, ETC. SHOWN ON PLAN _ O S _ _ '\ 227-2600 30 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. M 803 OD 78'13'38" 90.00' 36.99' 18.76' 5740 FLEET STREET, SUITE 200 rwo WORKING oats 31 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET 12 , CARLSBAD, CALIFORNIA 92008 BEFORE You DiG 32 REMOVE EXISTING STORM DRAIN AND/OR INLET STRUCTURE. O 70°55 42 45.00 55.71 32.06 0 20' 40' 80' 120' 160' Y Q Ort y, TELEPHONE: (760) 603-8001 NOT COUNTY MAINTAINED NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING, INC . TRACT 2 5 2 51 - 1 I P 020150 SHEET NO. SHALL NOT COMMENCE UNTIL AN Q�OFESS/ON TRANSPORTATION DEPARTMENT QROFESS/p COUNTY O F RIVERSIDE GRADINGENCROAHMENT PERMIT HASPERMIT B END ISOR ASU D. �4��0�� A oTy� Fti APPROVED BY: ��``VP``� A. S�yIF� RIVERISIDE, CALIFORNIA STERLING VU925 31TE E OF NEWPORT D.1& LIINDEN ERGERERD INTERSECTION �� 11 r� 9y z tiZ (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m c� ¢ m IN CAP WELL MON. STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 No. 25917 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL z RPS 9 (b� AS"�U\LT ;0 '� 0� Exp. 6/30/06 * LED AN ��t ` ytr Exp. 12/31/05 * LATERAL "A" �RLATERAL "A3" OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE P DATE PREPARED BY: R.C.E. N0. 25917 (1984) OF 1 6 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE gTFpF'CAL�F�-�\ y-2-q_03 9�FUF CA��Fp��\P ��' DATE. ¢'i�03 SCALE: FOR: W.O. COUNTYC?REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECO DE BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=4' RYLAND HOMES FILE NO. 3 A , N589/03-1 1 -03/589sip1 1 .DWG/S:40 TO BE PRIVATELY MAINTAINED BY H.O.A. TO BE PRIVATELY MAINTAINED BY H.O.A. m EXISTING GROUND 0 a_ 1470 - - 1470 FINISHED SURFACE FINISHED SURFACE _: o ® STORM DRAIN @ STORM DRAIN Cy � Z EXIST. GROUND ®Z O O J EXIST. GROUND @ Z � � � � � � = 1465 - � � � � - - "' - 1460 _ _ " N ,I51 1465 1445 _ '" � = M � ,�4650 �Q�,� _ CIS! Ln ~ o = o + a' NGL NO �� 62 Q9 w o N (0 m Z CV `HG\' c� " Cq CD TY O p� 46G oo z 1460 - N J �� - 1460 1440 - p z = ^ �Q %� �5�� - 1455 w - o J _ �� y�P OQ 100 YR. HGL 1 DEBRIS p�. �+ >, S2o n = � STORAGE CD 0 30 s Q Q�Q 8S8 I 100 YEAR HGL � o .Q h'G I I '� � CO + 3. 100 YR. HGL HGL7 ycs�` I I `�`'�� 1435.1 TOP o + - . . . `" 'S' •��CO Of 1454.37 INV. c � n 1455 - �� s=0.0060 18 PIPE s - 1455 1435 - I I �X�SwP ER 30 PIPE s - 1450 - U > " 1433.E BOT 9� I S 0.006� 1453 U 0° z $ 9 8 _ I I ' 9 1435.4 F` 33.59 I 30" PIPE yG U � Z N L, .6' 5-0.009E Gt 1432.1 TOP. m > w > h F O + � yc� �� I �-_-- N g" SEWER �8 z o •s 1450 - ° m N 00 �' 8 4Ln S'° r PIPE FLOW: - 1450 1430 - it I II - ®264 I I % EXIST. CMP RISER AND m Z 1445 - P� - 1445 I I I + ,N + U U SF °'° 1 I II S-� CONNECTION PIPE TO CD N N mo WFR Q 100 =8.9 C.F.S. I I BE REMOVED oo M �� S-0 0244 17 I I N > � PIPE FLOW: + � 30 �o I I O z PIPE FLOW: 00 00 VMAx=5.0 F.P.S. �42196 " EXISTING 30" RCP PER I oO Ln Q 10o =1 8.0 C.F.S. a+., Q 10o =13.3 C.F.S. 48„ �Nv2� 3 �GP �'� w z / R.C.F.C.D DWG. NO. 4-562 f� _j + � V =8.8 F.P.S. " V MAX=7.9 F.P.S. 1$" WP�R I I p�`°� ��& J -- MAx 4 o p. l 1445 - _____ r I 43 g5 I " - 1445 1425 m Z I I + CN 1440 - �5- - - 1440 I I INSTALL 32.95 L.F. - I i o = 0100 =50.7 C.F.S. HGL EXISTING C.M.P. RISER AND 18" R.C.P. (CL IV) o' ` - CONNECTION PIPE TO BE w Q ,00 =75.E C.F.S. Q 100-50.7 C.F.S. _ = VMAx=13.1 F.P.S. S-0 p188 ti REMOVED w a V MAX 20.4 F.P.S. o ;' � ILLJ w tl o ti. a V MAx=20.3 F.P.S. a ° z z w EXIST. 48.59 L.F. U�CU O � 0 CD p Q -18.0 C.F.S. w M. "' " w ; m ; z > w w Z 36" R.C.P. (1250D) Z w Z m Z Z Z m Z 1435 - o Z m Z z Z - 1435 100 - � U r� w m � - - - - > w Z z ��=C ZZ O - Z N Z Z ri CCo Lrn rn � 0 N V MAX 21 .5 F.P.S. Z z m T W L-5 O °' M 0) M U 00 00 C 6 t\ CV r, M Cn � CD 0) Ln W Lif m x II " CV I� m K) 0) I, 4 O 00 Cq LO O Cfl O n O o0 p U M � w Q N rrj I- 0.7 N + tC) + + + + + M + + + d � w "' PROFILE SCALES o o �' � 'n `� C`I '� > rn `n + `n + 'n + `n 'Y) '� `' INSTALL 146.44 L.F. INSTALL 89.40 L.F. O 1- "H � O J J �� N N O (� ch r, r n » + +� + J_ J INSTALL 104.50 L.F. "� = INSTALL 154.99 L.F. HORIZ. 1 =40 30 R.C.P. (1750-D) 30 R.C.P. (1750-D) NOT COUNTY MAINTAINED °"° w °"°w 00 �mOO 24" R.C.P. (CL � 18" R.C.P. (CL � VERT. 1 "=4' 28+00 29+ 00 30+ 00 31 + 00 32+ 00 10+ 00 36" R.C.P. (1250D) 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 16+ 00 INSTALL 39.22 L.F. EXIST. 15.19 L. . 24 R.C.P. (CL � THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PANORAMA HILLS 31+78.87� 31 PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 -1 /2" OVER THE 18 CMP RISER REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEE TT PER SECOND. DRIVE 460.0 FL " ALDERGATE DRIVE 60' 461.0 RIM �9 0 ¢ Q- 25 THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL, BE f'c=5,000 EXISTING 30 STORM DRAIN i` �� PANORAMA HILLS , PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f c=6,000 PSI PER R.C.F.C.D. DWG. NO. 4-562 30 30 21 8' �- o� OMOM�N `� �'¢ �' FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 1 80 10 20 20' ALDERGATE DRIVE - - �- DRIVE TRACT BOUNDARY CD c6lW pp�jM 30 PAD=65.5 �� _ -� �f o o �� _ - 60 N 4:� �, 6 8' o o-,- � 1`4+47. 9 L�RIS R Q �b\5`� - DEBRIS BASIN PER I 44 n r gso -` �� rn °° o� " 30' 30 + - 44' o Q m 1 ROUGH GRADING PLANS 44 2' � m N + 32 o ^ + 10' 20' 20' 0 7 42+CMP6RIS. A. 0 32 12 100.00' U `CZ> 2 12 32' + o n W W W W 1 " 2 o 0 22 RW N s�o LATERAL "A6" 25' ~¢m owWWW PAD=46.5 = PAD-46.5 9 18.5 FL; 50.5 t� 1019 914' a 179 m W m �' ° PAD=64.5 F 11' 1 F� N56°45'15"W 20.50' 6, 193 .; 1 Oii p � � � o o � � M � 6FG ' PROFILE ON SHT. 16 -� ° � --- - ��G �� PAD=64.0+ C-14 + o N 7 20 x 2: 3 i o �� rr�r�r r �, 4 + �, Q 1a �) "' SECONDARY �' � N FV EXISTING 84" STORM DRAIN r r r �- D � s � L=18.5 50.8 DRAINAGE `" 15' 105.00' 6A5 PER R.C.F.C.D. DWG. NO. 4-562 28 29' 84.53' 67.06' 20 Q0 5`T� 4r o / rJ `� FG ESCAPE 21 6�� 20 c' FG (38.60) L 100.00' 20 C' 6 - - E FS o 5 FG 22 Xo' �o 21 0 , 4.33' N20'07'30"E 64.33' _ I_ 17.43' INT. 8+63.32 WHISPERWOOD DRIVE co Nll'4515 W 26. - 13+00 5%14 pp`' 10. w > 1 N - „ 12+00 26 28 �0 9+0 - F� p =STA. 15+04.99 ALDERGATE DRIVE 8+63.32 cD _ = c>cs a, 1 N1 6 93.33' N20'0730"E 15 5T"' G20 105.00' SECONDARY �1 8+00 20 0 - 7+00 + g6+00 N7614'45E 5+00 ` 20 17+70.37 ST. STA. DRAINAGE '� 22 0 0 o �} "` �, FUTURE 32 LATERA� "A8" B C.B.iZ "A9" 25 ESCAPE N I ti 32 N W H I S P E R W O O D DRIVE c s STORM DRAIN 28+35.78 JOIN EXISTING 30" PIPE WITH Fo W=4.00, H=4.57 2 3 0 o Dg sl� -0 co 30 " N65 07 30 W 15.61 0 _ 2:1 STORM c AI 24 PIPE & CONIC. COLLAR, A=1 .4' b o ,> » PAD=65.0 LATERAL A7 STORM DRAIN 31 y�\ PROFILE ON SHT. 16 M LATERAL A9 ° 0.39' 85.58' �o W 63.91' L=24.69' Ss 17+78.28 ST. STA. ,r, ° , „ 0 o N49 5818 W 30.11 I / o� �� r, ,h� �cs FUTURES 25 C.B. "A8" N 43 2314 W 18.85 2:1 ^� `ti STREET C.L. 4:1 PROFILE ON SHT. 1 PROFILE ON SHT. 16I ass W=4.0Q0, H=4.82 yo 18 STORM DRAIN Z 20' N 51�0 1 78 PER R.C.F.C.D. DWG. NO. 4-562 2:1 PAD=64.0 � 88'I 194 190 60 8 LOT 191 44' � 4q.' PAD=45.0 30' 30' PAD=46.5 0 OPEN SPACE 12 32' Q 10' 20' 20' 4:1 _r J r J_F r 29+80.09 INT. PIPES PMp` 30+18.25 INT. PIPES 32 12V) C0 - - _ R 2s ALDERGATE rR r r ALDERGATE DRIVE 26 M.H. No. 1, L=4.80' PNO S M.H. No. 1, L=4.54 DRIVE M¢ _ PANORAMA HILLS TRACT BOUNDARY ` m o DRIVE TRACT BOUNDARY r) r) ) O STORM DRAIN MAINTENANCE NOTE: 4- 3 FOR TRACT25251 �JJJ�JJ ALL STORM DRAINS, CONCRETE CHANNELS & DITCHES, INLET 25 STRUCTURES, CATCH BASINS, AND DEBRIS BASINS SHOWN ON THESE PLANS WHETHER IN PRIVATE DRAINAGE EASEMENTS, PRIVATE NOTE: STREETS, OR OPEN SPACE LOTS WILL BE MAINTAINED BY THE HOME AT RA OWNERS ASSOCIATION FOR THIS PROJECT. " H" IS THE DEPTH OF INLET OF CONSTRUCTION NOTES CATCH BASINS MEASURED FROM D7 CONSTRUCT DRIVEWAY APPROACH PER RIV. CO. STD. 207 THE NORMAL GUTTER FLOWLINE 20 INSTALL 18" R.C.P. (CL I� CURVE DATA TO INVERT OF OUTLET PIPE. 21 INSTALL 24" R.C.P. (CL. :I) OR 24' C.I.P.P. (T=3 ) 22 INSTALL 30" R.C.P. (1750-D) OR 30" C.I.P.P. (T=3') O DELTA RADIUS LENGTH TANGENT AT RA A3 25 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. N0. 300 OWNER / DEVELOPER Underground Service Alert (W & H SHOWN ON PLAN). LOCAL DEPRESSION PER RIV. CO. STD. 311. O 17°24'35" 306.00' 92.98' 46.85' 26 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. NO. MH 251 R- YLM D �gEF =1E roGo Call: TOLL FREE (L AND D SHOWN ON PLAN) © 87°49'16" 45.00' 3.42' 1.71' �P c 29 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. & W.C.D. >> , 1 800 STD. NO. TS 303 (L, C, D, A, ETC. SHOWN ON PLAN) © 23'33 23 90.00 37.00' 18.77 SCALE: 1 = 40 AS - BUILT PLAN HOMES 227-2600 30 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. M 803 OD 78*13'38" 90.00' 36.99' 18.76' U 5740 FLEET STREET, SUITE 200 Two WORKING DAYS 31 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET 12 � CORRECTIONS NOT D CARLSBAD, CALIFORNIA 92008 BEFORE You DIG 32 REMOVE EXISTING STORM DRAIN AND/OR INLET STRUCTURE. 0 70°55 42 45.00 55.71 32.06' 0 20' 40' 80' 120' 160 qIGIATU�:E. TELEPHONE: (760) 603-8001 O NOT COUNTY MAINTAINED NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING, INC . TRACT 2 5 2 51 - 1 I P 020150 SHEET No. SHALL NOT COMMENCE UNTIL AN Q�OFESS/Oy TRANSPORTATION DEPARTMENT Q�oFESS/ON COUNTY C RIVERSIDE ENCROACHMENT PERMIT AND/OR A ��o A. ory l� �° A' ScF RIVERISIDEERCAL CALIFORNIA 1TE E OFVNEWPORT RD. 1&-L6INDENBERGERERD�ASECTION I �� 1 1 GRADING PERMIT HAS BEEN ISSUED. P ,� �� APPROVED BY: ��, 9y �� (909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR c� Y Z rZn c'�� ? m IN CAP WELL MON. STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 I No. 25917 ELEV.- 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 Z Exp. 12/31/05 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �� `1 �°� AS-~3u1t_T .� 0� sT P LED Al' DATE s F PREPARED BY: R.C.E. N0. EXP.212�31705 �1984� LATERAL "A", LATERAL "A3" of 16 sHTs RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9T� CIVIL ��\ Y-Zq-4)3 9lF cm\_ �� SCALE: REVISIONS OF CALVE OF CALF S DATE: �, FOR: RYLAND HOMES W.O. FILE NO.0. C?3A REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOQ DE BY BOYLE ENGINEERING DATE RICHARD A. SCIANNI H: 1 =40 V: 1"=4' .,N589/03-1 1 -03/589sip1 1 .DWG/S:40