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W ' \ •' • S '• '' i : a ti I • ` • •1• v J' O W � ti+ •1 •' it - � - , Y ,;- \ \ Y w . w , a• w w y w w w `_. } ., v ` t 1 _ i'; i J 0 V r w w •Y w ww ''t + K \ t L J w Y • w w Y• r w r ti • .' > .• !— \ I i f ' ,., \ \ , r w w .' •Y w v �c' w ' w w w .• w w •. •. v . w '•-ti t :. _ • 1� \ � \ � I \E • 1 Li �> 4 ` - ❑_ RI ❑ \ �n RIW -' _ ~�: .. ��, RIW s f � W - I [Y \ - ` �= � \�- 1 1 I PROPOSED D .G. Q �"� �� i- �� 0 S l 4- \ \ [� PEDESTRIAN J t. � �� . � fl_ \, � � `� �4j�' s tn fhb' ��j�' -� �\ � U,? t ' � CURB LINE ♦ 00 PATH, b' WIDE u 15 PUBLIC SEWER \ 5' STREET DEDICAT ON \ - :=! REMOVE EXIST. \ / ACCESS EASEMENT \� \ PER FINAL MAP \ -� ` Uj A,C. BERM a0 l PROPOSED STREET Q PER FINAL MAP PROPOSEQ RIW W -� --- 'N \ �• \ o_�, \ + 1 IMPRO S PER \ -- TEMPORARY SLOPE Alm ROADWAY '. CI D + — _ _ '`' _ , �� DWG. NO. 5359 - I -° PORTION OF ROSSI I DRIVE _ \ W W N 1 VACATED PER'FINAL MAP \ - _ _ EASEMENT, REC `JAN. 21;�240C� AS �� F_ 0) 12' PEDES IAN 1 OR. SEE DRAWING NO. 7198 -G FOR ON -S1 GRAD1 G -� FILE Na. 2000 0433291, 1 SCALE= I a 10 ACCESS E SEMENT \ \ — _ Q PER FINAL 1 LOT 3 LOT U .,J 0 fly - \4 O :(0 FESS ENGINEER OF WORK Q go loy (j] E R D PLAN CURB DATA Snipes -Dye as.�ariat�ea �� Na . •DELTA /BRG RAD I US LENGTH REMARKS cml l �e�� ,d J a ..��.,�. ■ �� „` A s�� y�, w `� y W .. 1 08 57' 10" fi4.00' '10.00' 6"' ROLLED CURB &GUTTER PER G -4 83 CENTER DRl STE) v G, LA MESA, CA 91942 W # Na 50477 N a 0 'f► 2 N5i ° 58' 24 "W -- 4.93' TE PONE (fi19} -9234 FAX 619) 0-2033 a , 86-�� : Z 0 10 O 10 20 30 w r L L 11N1 A. 5N DATE a 38 0 12'16 " 64.00' 42.67 s�9 �� W �- 4 N89 49 20 E -- 30.88 WILLIAM A EXPIRES S 06 -30 R O 0477 r \Fo W Z ° �� OF CAL (L 0 s 9 GRAPHIC SCALE DESIGNED BY DRAWN BY CHECKED BY � � REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY 4F E Nil NtTAS DRA WING N G N 0. €� oo 0. x REVISIONS APPROVED DATE WAS WAS N_ r . 0 COUNTY OF SAN DIEGO BENCHMARK PLANS PR ; D UNDER SUPERVISION P F RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT OF: At z LOCATED AT FLOWLI NE OF SEWER AT = " = 10' DATE : 2 O Y 7198 w It �' SOMERSET AVENUE AND SHEFFIELD BY: BY: WAF W K AVE f�1 V) tw�p^ R.C.E. No 50477 w AVENUE 1 = 4 2 L .. I rr 04! li L z ELEVATION = 173.25 VERTICAL WILLIAM A. SNIPES 6/30/05 DATE: �f Lt7 Z DATE: �i o 4 SHEET 2 OF 3 DATUM: U.S.C. & G.S. EXP. WORK PROJECT NO. In cri EN1121 (A2) 20- C N � lu I%% tQ e= :L '1000 o +z Q,,T �t T ] lie ) 97 + � TOP F - o % �- o ur �. ,. Lo m m o12 } _ o •o b3' cn � U co L Q` + r p -.000 _ -- .-. " 1 t Q % c ty q . 20' VC •o 0 11+ .5 I - 6' O C IE U + �°' o O :Z & GU U O b• E) 10 10 .. , r-z – NA Au s sills QUR 3 N �A=l I Trl�f C > - - - - -- -- - - -- _ _ -- - -- - - - -- - - -- -- - -- - -- -- - -- - - — -- -- T - - -- _ 12 LE : a o I .z.. ' �° o to co co N 10 Ir — — 11297 o: O co + o _ _ Q} _ o U — - W rn o .. E !S G O N 6' O ETE UR *I UTT PER - — ,o �- 0 0 ^� - N \0 \0 tf} I �[3 O O � —�._ .� _ _ T R_ - -- T R -- E 1 _ . _ - _ _ -- - — - 1 r 2"1 RG T) / N '� i J 2� V p o to aD a O co Q I uj 00 50 1 0 + EXIST G O N 4. a ''� CQ _ :. • C E1L I E o v b` CO C GrU , o o�n`' _ p Lo m i o .-. � Z a o W f , s E V N F R � O U i 4 _. LD - - - - r Lo o- - 51 \0 0 tu tu z uj ,. t01 Iq 0 0 . o o �, tea; ° E 1s G a ND o o° 2 A/2 -Job +_ m1 I , °' O 1 18. � 6 ' I 2' �- -' Lo E E I '00 1@ 1 0 011 1000 o o I o o,� + �c 3 0 r — �- o SCALE= NORZ 1 i `{' �' - PT. 1' 4 - _ _ -. - - 4 0 - 10 12 • 1 �� - LOT 1 - , LOT2 11 +10.97 18 • DIW �` 6:3 SIN -`--- ` P R 1CJ WITH SEE R 1NING , 4 . 7I98 -G EXIST. A CHORS 1 E 0R�'tattl O� R� �1A1 -� �' 6" PEDESTRIAN ACCESS'' , . -- HEAV �BR�aCM I FOR N S 1TE GRADING 1 EXIST. SEWER LATERAL N ` P D p EASEMENT PM /FIN ( Cl ) P TO BE TO BE ABANDONED CENTERLINE DATA Vp, A OUTSIDE TRAIL 1 ,1, C F NiSKI } p] o LIC se- f I MAP 7 4 L 4 ° - ` _ '' - > �: ` �?.G. WALKING EASEMENT I �. 'r NSTALL S1G vs 2 -1v4 NO. DELTA /BRG RAD I US LENGTH REMARKS A CC SSAp y L - t. - V SURF.AGE, 6' WIDE' , TRAFFIC CALTRANS o t� __ f Q N57 5fi 35 E 10.00 CENTERLINE • % - .. r .. - .. _ .. .. , , _ r ,- `• ' r i r - . - • _ i � ' - - , M (TYPJ 2 . . �. 1 Y Y - - �, t �--- 2 , :, _ L ,. , _ ❑ a= 16 29 05 71 .32 49.29 - END ONCRETE CURB i _ • } - ) -- S� AN T - . ,' ' • .' �' W W - Q N74 25' 40 "E 69.95' 12 ?eolP S I - `r-f'- 1 ' + n ,: 4 t AND GUTT ER PER G 2 CUSS EA P =--�. BEGIN A.C. M PER G -5 Nx P t �', D !2' PUBLIC A,2KIIVG �. 1 _ \ IVA ROA T 1 - ACCESS ASEMENT { , \ 25' _ _ 14 ES �ASE PER FIN MAP N _ � �1f1 .�,' � �: O' ' (y • ;r %, -:,'• ; .(:�' _;. ter r' �? ,� � ' D P 4.98 CURB DATA pOR V ACAS 155 .3? TB r - ', - i 5 NO . DELTA BRG RAD I US LENGTH REMARKS Avg a� • .. . 1 FIN►�►� - p►h 154 n i E ' 1ST ip �',+ _ EXIST. P.P. TO __ -lift : Iy V � N57 ° 5fi'35"E 10.00' 6" CURB & GUTTED -, r• a E . r, BE RELOCATED V! - 5 0 2 1 1 ! CURB fi 29 05 83 3 5 .74 EH 2 2 BE HIND CU Wd r D' r f 1 5 1 , �t h o �� . f, o 5 1 -- .0 5 3 N74 4 7 5 A• YP N r 25 0 E 9.58 I� + T AVE �! A I 2 � HEFF ELD r 1. — 80 1 G 5 t r o i / o• a — T AVE. -- B RISTOL L 4 S 1 4 D 7 A.C. •;: fi 5 8 25.0 0 .35 fi C . BERM , :N -t .. i 7 t ri � r , • , - �, ; ,_ =;� : y N32 25 w 21 .00 fi A.C. BERM c J �1JV G 15' �' S IP Rp' ' eQ --- / 8 - r n '' �',: _ - fi N57 56 E -- 10.00' 6" CURB & GUTTER ACCESS A p ROG 1PAT 1TU 3f XS X1 154• r r . m / ' i�-- -= LIMITS OF SAWCUT a ,� " " pER F 1, ptSS 1 15 - f . , ; 1�� C , P.) a= 16 29 05 9.32 45.84 Chu FA8 OCK� GYP. _ �8 N74 25' 40 "E - 23.63 PR VIDE S�IIOQTI -1 ASP14ALT . 6 CONCRETE CURB U 4 0 : � TRANSITION T�. EXISTING ►; 9� d= 105 13 15 70.00 18.36 Q �' CQ AND GUTTER PER O IMPROVEMEN ° �, (} 1 0t STOP= L1I�flT _ -- co G -2 r. q r . L1 NOO 21 05 W 14 . 6 A . C . BERM C1TY STpp TEXT 1 ' a •n d STq�Dq SOLID DOUBLE �� Q 4 l f o D -_ ADS / : I -- YELLOW STRIPING �o f , : �'iu.�. h Z I �, —o �A.� �o 114 �vx LANIS U t'7 >> U tl] - C� ':: PER CITY STANDARDS W -' Q \ =;1� REMOVE EXIST. A:G W N BE � A.C. PAVING '�. G� t'' o N Ci R 1 4�s 1�.� 2 0) N. r te ' U J 0) co Q. 0 r — ENGINEER OF WORK �oFE i (n ° �, r, TN �� •� �2.: �' �rlipes =Dye assaElates �� a f Q (o f ) land mu ►� s ti, y L / " W 8 ENTER DRI STE. LA MESA. CA 91942 �; 3 IV 50477 N �""� i Z �' W M 'r � TE PONE (fi19} 923 FAX {fii9} 4fi0 -2033 � E 06-30-,05 : Q Z Z N 10 O 10 20 30 �-' - -r' r'' �' _ ,� r' j�f } i�� cww �• W CL m–m ��, >✓ 1' '�;� WILLIAM A. SNIPES R.C.E. 50477 9rF �F W z � GRAPHIC SCALE EXPIRES 06-30 -05 OF CAL � co o REVISIONS . APPROVED DATE REFER LACES DATE BENCH MARK SCALE SPECIAL DISTRICT DE SIG NED BY DRAWN BY CHECKED BY APPROVALS Z co eq x WAS WAS CITY C3F E NCI N 1TAS D RAWI N � N 0. CO co (L CONS wX�E q "�cc COUNTY OF SAN DIEGO BENCHMARK ANS PR PA D UNDER SUPERVISION F RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT OF: w LOCATED AT FLOWLINE OF SEWER AT HORIZONTAL 1 ' ' 10' 2IZ7 O'er cn SOMERSET AVENUE AND SHEFFIELD DATE SHEFFIELD AVENUE 7198 - I w ,,� B Y: B Y: ` CL AVENUE 1 = 4 ' R.C.E. NO.: 50477 E z ELEVATION = 173.25 VERTICAL WILLIAM A. SNIPES 6/30/0 DATE: � � Z °� o Z DATE: 2.0 O (PRIVATE) En DATUM: U.S.C. & G.S. EXP. - WORK PROJECT NO. SHEET 3 OF 3 EN1121 - (A2) Ao / 10 % S//5) 5 20' VC = 11 +97.50 . P I = 170.84 TC o 11 +71.50 END 6" A.C. BERM MATCH EX I ST. . 0 O0 (171.92 TB, 171.42) Q % � L Q , O t__ 13.14' LT. U En N 20' VC � - O O 0� �� PI = 16!.03 TO U 0 00 + `"- - - 4 .11 z o ff +20.97 - I` •/ - z t 3 o \0 �� z a 170 - TOP OF CURB O m m . o (12' LEFT) \0 0 \0 \0 0 0 z� LQ N� Apr \0 z M6 6 u,U ��O °o; ,9��° �� ° 20'VQ _�� O 0 '-\ 0 \ \0� / 011 +67.50 Q'Z) Q O U W 6" CONCRETE CURB O o� p 0 U z E GUTTER PER G -2 - -- / � 0 � 0 O n t6 � A�� \ z �~- U _� m + 0� + 6 r LQ \0 TOP OF CURB � m N N *Z. -170- CENTERLINE (12' LEFT) , m z o \Q O0 -- o _ X W CID Q � 70 0� � 20 VC f O N W -- ^ ib 0 c� + to Ln OS P1 = 160.87 Lo / °� d • Q O 1 8 -.� / O o l l +20.97 � ± \0 / � ��,' 0 0 O `n 01 - - 0 In n O ;i W / + + co Q o N m O , O `� U n O c0 i in k W �_ + / O - m m m - - 0 d' _ f = EXIST. GROUND 0 � 6' CONCRETE CURB 0 t ,o � 0 ° � � 4 o% } 0 12' LEFT O GUTTER PER G -2 0 0 - 0 _ F_ ,Q \0 �. O ._ f � o - o ^ ,� F- - \ o. � \0 5.16 - - o � m � I- �o �° 3 . LINE . - - -- - . - - - - -. -- CENTER 15 . - -- . . ; n `� - �' TOP OF CU 0 _ N� �� . . . �. �` 170 / 0 00 a. 65% + •0 + � N (12 RIGHT} tfi .. \ Q 'I - _ .. .. i 70 f O L 0 0� / O� z PI =161.03TC 0 O O LO O 'l o ll +20.97. Q o Q� oo � 0. ~o . o ��. 0 I T. GROUND n 0 >~ O c + `� EX I STNG II + Ex s _ N _ _ m - GROUND °' d- 0 `� o CENTERLINE ---- O �} oti m �o� + O ROCK LINED _ .. . _--- 0 ^ - -- 6" CONCRETE CURB O U . O t � �- C� [i DITCH WITH O E GUTTER PER G -2 = uJ -•- U : m FILTER FABRIC 1.0 0 i _ ` d m (6" ROCK) O o 0 0 m .i w Z 0 160 TOP OF CURB c " C6 . v ,� ' �� Q f - .. .1 _ o �� .� _ (12' RIGHT) r-• -- .. zo N O qj �O j�� + + \0 _ N o = to o10 O t o 9 ,2� _ z Om w z _ 0 0 0 � � 010 �. �� 0 � - ^ ^ 00 0 0 Lo c+ Q .- - ' O _ 9.18'_ 7.18' 6• 0\ cr + EXIST. GROUND O „ O 0 861 + •o + O o 17 RIGHT 0 0 '�- O - +- rn '" N l�•-� O � _ 16.36' 1 6.00' 12.00' , O -- PROFILE= SHEFFIELD AVENUE O Q -- Q 0 0 LO 1 - SCALI HCRZ !_ l 00 0 0 LO SECTION: A -A ' O O + 0 ..i -- _- --; _ I + LO 0 D O �' _ Na SCALE _ _;1b A rwn SEE DRAWING. NO. 7198 -G A QGE TO A - r engineers and ►an MGR' ON -S 1 TE f6RAD 1 NG 11 +10.97 - L 16.38' D'IVV ■ Nc � E A p ION O'P 9OSS 6' PE ESTRIAN ACCESS OJT 1 PER G 14C WITH G RA 5 5 Y LOT 2 E BE R QC ED Oe EXIST. SEWER LATERAL 0 ORT 11ACp, P / EASEMENT PER FINAL / HEAVY BROOM S M? ADEN OS DQ AP/ FINISH OUTSIDE TRAIL TO BE ABANDONED CR G SEW P �I�AL�' _ ` EASEMENT INSTALL SIGNS 2 - N4 C`l QOC A r►C WIDE T'1C PER CALT12ANS TRAFFIC 15' SEAS t 1 •-�"" AO A L irllpp A _ p �? - =t= ..:. _. MANUAL (TYP.} PAR � - Cn C�7 � ►� '� ---- _ . .., : ":� • ,f •. _ •,'• -. - /\ S - �Q 1p'N �' -_ - t. •, �:,. :.. w END 6 CONCRETE CURB 12 P�cDE S�MENT .- - �? �-� �n AND GUTTER PER G -2 - � 1 C1�cSS �A` 'n _ - - BEGIN A.C. BERM PER G -5 i. 3 .' p,C FI � A � M j ; I �p �1 /� �']�/ A I CENTERLINE DATA is 12'-PUBLIC. /�i11CflItVG - ,� - ACCESS.: ASEtiIENT p _ r 2.5' A G RAD I US LENGTH REMARKS 53. . s : � ; SeEE o : N4 DEL T BR L o. N Q, • 9 • CA B PER: TINA Q N57 ° 56 ' 35 "E 10 00 CENTERLINE • 11-D - :� -: , °; 6 :: 1 io - - ►Q/ 02 0 16 " 171 .32' 49.29 f ff of O op Su> 54.63 ((� P U E V p►CA 154.3 -1 �'; : s == 5 0 N74 25 40 E 69.95 V�CL �•..; O Q r_lNA F 1lV A1- _ IST, NO 1NOTE EXIST. P.P. TO UT - Op CK A N U E ` i EL= �'q BE R�,LOCATED 65 I~ -t' r - :. 52 -C -2500. 0. D BEI -IIIND CURB , ,E 51.68' ..: 0 CREW N 574 5b t�55.O1 . QOM 11 +80.92 q SHEFFIELD AVE. 1 54,34..' '.' - 9 BRISTOL AVE CURB DATA INS Y - 1C SEAN tP-Rp'p EQV , - .. j - `_ _ NO . DELTA /BRG RADIUS LENGTH REMARKS ROCK R 15' P� S ,Eps'E .� OQ � I� FI jClB'X � - �' � _� -- ACC'E L SAP QOA,p plSS A T t5 -r ►^ N57 5fi' 35 "E 10.00' 6" CURB &GUTTER MINA 1 Y Te T lC 8L z J ° n f 1 It t1 p, 14 pQ FAB OCR (TYP a {--- LIMITS OF SAWCUT 1L1T 3• R OI�C, _ cy . J 1 f 29 05 183.32 52.74 UT R �1 A1- MAP 87 t-�11G A C G_1 --- - �3 N74 ° 25 ' 40 "E -- 79.58' '> to C�8 pER U SEE NOTE NO. 1 U :� 1-- - PROVIDE SMOOTH ASPHALT +� - 12 ILl S T12ANSITION TO EXISTING �4 0 16 ° 50`48 25.00' 7.35' 6 A.C. BERM NOTE 17 •� J IMPROVEMENTS NO. 0, ry Q ° ff f _> � + � *STO u; 696 rc � ° ,. � N O .4 b CONCRETE CURB L1MI LiN tL �Te O S DOUBLE ® N57 56 35 E -- 10.00 6 CURB & GUTTER a t o Lo 0 AND GUTTER PER 4N D D STpp• P U Zip YELL STR IPING - 0) 0 - STAND ER m O 2 7 0 16 29' 05" 159 32' 45.84' ♦,+, •� -' _ � G -2 S � ,_ .Q , � PER CITY STANDARDS ' it Z ��~ k n �� 10 8� N74 25' 40 "E -- 23.63' I" 0 p� X11 105 13 15 10.00 18.36 0 of to N00 21 ' 05 "W - 14.32' 6 10 -" A.C. A . C . BERM cc) Q 0 nn REMOVE EXIST. A.C. V Q 1 0 1� BERM I A.C. PAVING -lit Q4 �� NOTE NO. I= INSTALL 4 SIGNS TO READ "NO PARKING FIRE LANE' Q d" } 10 '699 S Te - =J : :. - : C'7 6 3 , % PER CITY OF ENC I N I TAS FIRE DEPARTMENT STANDARDS. { ''QO re = Q rill 0j m 0 w . - Q ENGINEER OF WORK QR p�ESS1 0 EC RD PLAN Q Sr�iFes -Dye assaciarem \ ... . wa Fy W ..� . mil d surveyors y, W ... 834 CENTER D VE, S G, LA MESA, CA 91942 N }' a. 50477 � 0 p \ TE HONE (619 97 -934 FAX (fit ) 46 -2033 ''' ac Ex�.06 -34-� N 10 O 10 20 30 Z Z I�. 1111�'i DATE Z'lVl� q s 0 WILLIAM A. SNIPES R.C.E. 50477 F F C� EXPIRES Ofi -30 -05 9T of CAL �¢ W z © GRAPHIC SCALE oD o DESIGNED BY DRAWN BY CHECKED BY Z 1: N REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT WAS TCT WAS APPROVALS CITY QF E NCI iV ITAS DRAWING NO. U] OD CONSTRUCTION CHA NGE' #w S tiT COUNTY OF SAN DIEGO BENCHMARK P ANS PREPARED UNDER SUPERVISE N F RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT OF: Z •0 LOCATED AT FLOWLINE OF SEWER AT 1" = 10' w HORIZONTAL � DATE : �4 � 3, a3 W SOMERSET AVENUE AND SHEFFIELD �wt , SHEFFIELD AVENUE 7198-1 t AVENUE 1 " = 4' R BY: t R.C.E. NO.: 50477 BY: ELEVATION = 173.25 VERTICAL WILLIAM A. SNIPES (PRIVATE) DATUM: U.S.C. & G.S. EXP. 6/30/05 DATE: DATE: k aslo ? WORK PROJECT N0 SHEET 3A OF 3 NEW SHEET EN1121 (A2) i pion G ENERAL NOTES R/W R/W WORK TO BE DONE 55 I ' 1. A PERM SHALL BE OBTAINED FROTH THE ENCINITAS ENGINEERING SERVICES J THE IMPROVEMENTS CONSIST OF THE FOLLOWING WRK TO � DOW IN A�COd'If71INCE DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT - OF - WAY. 30 I R! WITH THE PLANS, THE CURRENT ENCINITAS PUBLIC ROAD STANDARDS, THE CURRENT � � REGIONAL STANDARD DRAWINGS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 25 -_ -- - - - - �- CONSTRUCTION "GREENBOOK" ( 2000 EDITION) AND REGIONAL SUPPLEMENTS. - -. _ .�...� 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS 5_'J 20' AVM PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO - ° ITEM STD . OWG syms L CONSTRUCTION. 11 ' 14' 18' 12' _ 3. APPROVAL OF THESE I PLANS AS SHOWN GOES NOT CONSTITUTE 16.0' REMOVE EXIST. A.C. PAVEMENT AND BASE............(SE E �UL NOTE NO.2)... APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A.C. BERM PAVING, AND ; �. BASE I ,•_- _ _ ) l �� REMOVE/REPLACE A. C. PAVEMENT ...... ( SEE NOTE "0.2)... 4. ALL UNMRCROM UTILITIES WT THIN THE STREET RIGHT-OF-WAY SHALL BE ! SA UT CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. I I 1 � ' i ' 6' ROLLED CURB AND GUTTER .................. 6r-4 .... ... . 29.- ARIES y,�I - 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON _--- - - - -__ J _ _ _ -- �� _ -- � � � N "' � I ' I f 6' TYPE' G' CONCRETE CURB Aim GUTTER ........ F2 ...... ....... THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED D.C. WALKING LIMITS OF % Z ` 6 A.C. ARM.............................. .............. TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN SURFACE, GRINDING HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE COMPACTED TO - -- 90% RELATIVE PROPOSED A.C. EXISTING A.C. EXISTING 6" CONC. ! CONCRETE DRIVEWAY ......................... G- 14.............. PLANS. COMPACTION PAVEMENT AND PAVEMENT AND CURB �� !SD- > i P'ROP06E ROLLED BASE: 6' ROLL BASE (SEE GEN. BASE SIDEWALK S. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE CURB AND GUTTER NOTE NO. 2. I , D.G. WALKING SURFACE....... .. ............................... . MALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION 'bF NSW PER G-4 MIN. 4" A.C. WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXIST - OVER 6" CL II ING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO i l \ - 1' WATER MICE........... ............... W-1 ............... �_ PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. (r BUC) 7. THE CONTRACTOR SHALL NOTIFY 1'FIE SAN DIEGO GAS 6 ELECTRIC COMPANY PR`!OR TYPICAL SECTION - WARWICK AVENUE NO SCALE C'3VNNER'S TE TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. T. I. - 5. 5 - -_ _ I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENrs SFOR ON 'IMM PLANS WITHIN EXISTING CITY RIGHT--OF -WAY WITHIN 60 DAYS AFTER ISSUANCE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE ` - _ -- �- OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY "UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL NORMAL WORKING DAY UNTIL COMPLETED. IRRESPECTIVE AND INOEP3DENT OF CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. DIEGO GAS i ELECTRIC COMPANY. TELEPHONE: 1 422 - 4133 I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST M 1 6 28' PRIVATE ROAD EASEMENT BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. Q. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO I /� STARTINIG WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER I � 14' 14' WORK WITH COMPANY REPRESENTATIVES. 1 � � NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE• -• 2' 12' j 12' 2' / BY: DIATE: ZD e� UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND $1 APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. I D•G. WALKING S SANE D. MANAGING PARTNER TELEPHONE: 1- 800 - 422 -4133 10 W ( SURFACE, I ROSS IV IALMPONNTTE GLEN ESTAT LLC COMPACTED TO i ESOarD I DO , CA 92029 9. IT SRtLL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY '�► I I COMPACTION ,ti, ( 760) 738 -7530 AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST 1 ( I EGEND OF RELOCATIONS, IF NEEDED. � t5 M IN. I It MIN. 10. ALL TELEV` ISI011 SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALL- ;, � 3 SHEET NUMBER ASSESSOR'S PARCEL NUMBER T , TIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT:1- 800 - 422 -4133. PROJECT BOUNDARY 260- 281-01 I 11. f4"ER SOURCES AND RUNTS SERVING STREET LIGHTS SHALL BE SHOWN ON THE 'AS 96iLT" IMPROVEMENT DRAWINGS. ALL SOURCES SHILL BE LOCATED WITHIN THE DEDICATED RIGHT - of - WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY of ENCINITAS. PROPO'sEO 6 cow PROPOSED A.C. PROPOSED 6 ,. cow KEY MAP , CURB AND GUTTER PAVEMENT AND CURB AND GUTTER SCALE. 1 50 PER G-2 BASE (SEE GEN. PER G-2 M 12. NO PAVING SHALL BE GONE UNTIL EXISTING POWER POLES ARE RELOCATED, NOTE NO. 2. OUTSIDE THE AREAS TO BE PAVED. MIN. 4" A.C. OVER ) 6" CL II WATER NOTES STrE 13. ALL LUMI NR I ES SHALL PROV MIE 90' CUTOFF , AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT COVSTiTUTE A < REPRESENTATION AS TO THE ACCURACY OF. THE LOCATION OF, OR THE EXISTENCE OR WAN CK AVE. (MATE) NON - EXISTENCE OF, ANY UNDERGROUND UTILITY. PIPE OR STRUCTURE WITHIN THE 14. THE CONTRAG`TOR 31`ULL RE11EST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE- TYPICAL CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE OF SUCH SECTION - SHEFFIELD A LIMITS of THIS PROJECT. MEETING. PHONE NUMBER 633 -2770. NO SCALE 2. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E.. LIFE CROSSING, Z LINE PARALLELING. OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXIST - 15 . THE DEVELOPER SHALL BE RESPONSM THAT ANY MONUMENT OR BENCH MARK WHICH IS ING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL ~ � 5 DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACE BY A REGISTERED BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER - CIVIL ENGINEER OR A LICENSED LAND SURVEYOR RECREATIONAL TRAIL NOTES MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 16. TIE DEVELOPER 94ALL MARK THE LOCATION OF EACH SEVER LATERAL AM WATER SERVICE 1. BRUSH, ROCKS, DEBRIS AND OTHER OBSTRUCTIONS SK%LL BE REMOVED FROM TRAIL. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AM / OR ADJUST TO GRADE ANY BY CHISELING THE LETTERS "S" AND "W ", RESPECTIVELY, 2 INCHES HIGH INTO THE TRAIL SURFACE SHALL BE COMPACTED TO MIN. 802. SURFACE TYPE SHALL BE NATIVE EXISTING WATER FACILITY (FIRE HYDRANT, METERS. VALVES, VALVE BOXES, ETC.) SHEFF FACE OF THE CURB. SOIL OR DECOMPOSED GRANITE AS APPROVED BY THE CITY INSPECTOR. WHICH ARE AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET AVE. SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES 00 NOT MEET STANDARDS. 17. THE ADDRESS OF EACH LOT SMALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION 2. MAXIMUM CUT SLOPE IS 2: 1. MINIMRUM FILL SLOPE IS 2: 1 THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. APPROVED BY THE INSPECTOR. 3. VERTICAL GRADE OF TRAIL 94ALL NOT EXCEED 20%. 4. UTILITIES TO MAINTAIN 5 -FOOT MIN. SEPARATION WHEN PARALLELING WATER SERVICES. g1 t 18. ALL WOW SHALL BE DOFF IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 4. CROSS SECTION OF TRAIL SHAL N L BE NOT LESS THAN 1% OR EATER THAN 22. 5. MINIM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL SAN DIEGO GAS AND ELECTRIC VAULTS. THWAS BROS. PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONISTRUCTION 5. VERTICAL CLEARANCE OF 12' SHALL BE MAINTAINED AT ALL POINTS. PG. 1167 (D2) -(ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO 6. ALL WATER SERVICES TO BE CONSuRUCIED CLEAR OF DRIVEWAYS AND ALL OTHER REGIONAL STANDARD DRAWINGS (LATEST EDITION). 6. PROVIDE WATER BARS PER CITY OF DTCTNITAS TRAIL STANDARDS ON TRAIL WITH GRADES TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. cv OF 7% OR GREATER. THE MINIMUM SPACING SHALL BE ONE WATER BAR FOR EVERY 5' RISE. 7. TRAIL MARKER: CARSONITE CI8 -3066 BROWN 66' X 3.75", TO BE INSTALLED PER MANU- WNITY MAP FACTURER'S SPECIFICATIONS. AVAILABLE FROM: CARSONITE INTERNATIONAL CORPORATION NO SCALE V 10 BOB GIFFORD BOULEVARD P.O. Box NC DECLARATION OF RESPONSIBLE CHARGE _ EARLY BRA SC 2991 s-0O98 � (808) 943-9115 (800) 648 -7974 I DO HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE 1 ALL SIGN TEXT TD BE PREPARED ON PRESSURE SENSITIVE DECALS USING WHITE RM-EC- Q OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION T I VE CENTURY SCHOOLBOOK LETTER STYLE ON BROWN BACKGROUND. NULL OR PROHIBITORY Q `• DECALS SHALL HAVE UNIVERSAL RED SLASH AND CIRCLE. 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE J DESIGN IS CONSISTENT WITH CURRENT STANDARDS. LACATE TRAIL MARKERS PER IAJ ER /M C/TY R£SC,7EAT 10NAL Tl?AIL STA�tIOA�s. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ENGINEER OF WORK - ^ SPECIFICATIONS BY THE - GI TY OF ENCINITAS IS CONFINED TO SMPES -DYE A SSOCIATES a Q�OF ESS A I EW ONLY AND DOES 'NOT REL I EVE ME, AS ENG I NEER OF �► Q SAN DIEGUIT WATER DISTRICT COMMUNITY DEVELOPMENT COMMUNITY SERVICES W{K OF MY IBILIrTIES FOR PROJECT IGN. CIVIL ENGINEERS AND LANG SURVEYORS ,�� ► REV I EwED: REV I REVIEWED: CENTER DRIVE. STE. LA MESA. CA 91942 h • - \ t>t+� Z7 0 y (6 DATE �'�' a-30--M 6 19) -923 FAX (619) 460 -2033 . i .c Ew- a- G 4 WILLIAM A. SNIPES R.C.E. 504 97 •� s'ls'7 � � 1 d t.._. cam--. • ' 4 1 s l oz _ EXP. 6/30/05 VAWAM A. SNIPES R.C.E. 50477 �� c� Wit► ~ BY: . DATE S lj `^~"' y -2 -O� EXPIRES 06 -30-05 � of &t SIGNATURE EMPIRES 2 YEARS FROM DATE BY: eATE BY: DATE x REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS RRE DEPARTMENT APPROVALS CITY O F ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. c� N Z COUNTY OF SAN DIEGO BENCHMARK NS PREPARED UNDER SUPERVI ON OF RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT OF: LOCATED AT FLOWLINE OF SEWER AT DATE � W v SOMERSET AVENUE AND SHEMELD HORIZONTAL NONE BY: BY ROSSINI PARK ESTATES 798-1 AVENUE �, R.C.E. NO.: 4 77_ ELEVATION - 173.25 VERT LIAM A SNIPES ICAL NONE BY: DATE WIL. EXP. 6 05 DATE: (Otto/0 DATE: 2. WOR NO. SHEET 1 OF 3 DATUM: U.S.C. & G.S. 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BERM ' MATCH EXIST. (171.92 TBr 171.42) 1 _o 1$.I� LT. N j i t j y f X Vr r _ , PI - 161.03 _ - ? *11+20.97. n � T Ta b0z 6�ft IC ( 114 $ .� - -- • - � C12 LEFT) _ � 0 � n 1 U so PI - 169.90 _ Q O o + �p� / ,. - • 11+6750 E CLAM CUTTER PER G-2 U o - �O (`� w J N 02 LEFT) 4 20► VC � ��p ^ I Q as g.0 PI - 160.87 / Q • 11+20.97 /I iiiiiii Qa p EXIST: WOUND ,,,� r b �' � �� $ _+-. ,o � � �- V o • 17 LEFT..''' CUTTER PER G-2 Q + -° ~ _ t 04 - r '� _ .57 16 N - to N n - ` -j.Om� � ' - C4 V n .� 8 .. PI - 161.03 TC U O O '/ • 11 +20.97. .. a U n .. 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BERM 1 NOTE !� 9 fNi'R01/1TS Q w 1 » STQ� 6 •�6 T �-'� '✓ =� 6 N57'56'35 "E - 10.00' 6" CURB k GUTTER . _ 4r c 1TTl^R P6? * C a 1 vD q,• } _ YELLOW � PING T1' ST,q�p ' PER CITY STANDARDS G-2 7 &-- 16 159 -32' 45.841 » N �g - -� 8 N74 40 "E 23.63' » y' -' Q 9 a- 105 13 15 10.00 18.36 EXIST. A.C. 10 N00 "w - 14.32' 6" A.C. BERM U BERM E A.C. PAVING d1, h0 NOTE NO. I= INSTALL 4 SIGNS TO READ 'NO PARKING FIRE LAW c o cn 'Ai� ! S PER CITY OF ENCINITAS FIRE DEPARTNEVT STANDARDS. m R Q ::: ::: := = ::: -_• : : :- -: ► - �� ENGINEER OF WORK v Q FESS -Dye mampactatem o � �` ` : - N S G. LA MESA, CA 91942 W • • . ., . _ o • Ilw �Q4Tl � � • �: (619 97 -934 FAX (61 IB -2Q33 �� 0 (/ 10 ' _ 9 to -- .... 30 « .. ...- rte-- ► +l, WILLIAM A. SNIPES R.C.E. 50477 �U - " - -- EXPIRES 06 -3�OS GRAPHIC SCALE Z x REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECK BY APPROVALS CITY OF ENCINITAS DRAWING N0. (n It N CONSTRUCTION qaANIGE Am sw COUNTY OF SAN DIEGO BENCHMARK P ANS PREPARED UNDER SUPERVISI N PF RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT OF: W LOCATED AT FLOWLINE OF SEWER AT HORIZONTAL 1" 10' ) DATE : 0I l3 63 7198-1 ie SOMERSET AVENUE AND SHEFFIELD _ BY: BY: SHEFFIELD AVENUE w AVENUE twt 1 4' SNIPES R.C.E. NO.: 50477 VERTICAL ((PRIVATE) ) EXP. . WORK PROJECT NO. ELEVATION 173.25 WILLIAM A. SHEET 3A OF 3 DATUM: U.S.C. & G.S. 6/30/05 DATE: DATE: L 1 �/o� NEW SHEET EN121 (AD _4 NOON ■ N OON■ ■■ ■■ ■■■ ■■ ■�4• ■ ■ ■ ■ ■�� ■ ■ ■■■ ■■ ■ NOON ■' ilf.� ■ NOON ■■■■■■■■ ■■■ NOON■■■ ■■■ ■■■■■■■■■ ■ ■■� ��■■■■■■ ■■■■■■■ ■■■ ■■■■■■■■■■■■■■■■■ ■■■■ ■■ ■■■■■■ ■■ ■O ■ ■MIOMIOOOOOOOOMI ■MI ■OI •�•. 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