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6953 WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE PLANS FOR THE CONSTRUCTION OF LATEST EDITION OF THE FOLLOWING DOCUMENTS: 1 . SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (AUGUST 2009) 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") (2009) GENERAL IMPROVEMENT NOTES CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL 3. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS (2006) (� 4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS (2006) v 5. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 1 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING SERVICES S RTS 5446 (0 1 3) 6. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MKITCD DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS' PUBLIC I N TH E ROAD STANDARDS. 'R' VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 3 APPROVAL F THESE IMPROVEMENT ROJEC BOUNDARY, DOES NOT CONSTITUTE APPROVAL OF ANY LEGEND CONS b CITY OF E I TEM SYMBOL 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, PROPOSED CENTERLINE �E - CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS-GUTTER, AND PAVING. PROPOSED AC PAVING 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CURB AND GUTTER KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. S11 HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON PROPOSED CONCRETE SIDEWALK LEUCADIA THESE PLANS. BLVD. z° CURB RAMP 6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON (A `Fylpy SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE c ,� rq ti4'y PROPOSED MAILBOX ^c CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND rn ° FACILITIES PRIOR TO THE START OF ANY WORK , SUFFICIENTLY AHEAD OF CONSTRUCTION TO -0 0 P PROPOSED RETAINING WALL PERMIT REVISIONS PROPOSED BY THIS PROJECT , TO PLANS IF REVISIONS ARE NECESSARY n A PROPOSED CONTOUR 212 BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. S21 EXISTING CONTOUR C1 app'(PS 7.0) THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO B�� LIMITS OF WORK/DAYLIGHT LINE STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY EXISTING PROPERTY LINE {L'- REPRESENTATIVES. <1, EXISTING RIGHT OF WAY LINE -R/W. - - NOTICE: ALL GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS" . W ENCINITAS FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES 7- �b 9s EXISTING CONCRETE CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422-4133 ; SANTA FE DR, sqy PROJECT EXISTING PAVERS b) THE CONTRACTOR SHALL NOTIFY THE AT&T TELEPHONE COMPANY PRIOR TO STARTING WORK LOCATION NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. Z O EXISTING CURB AND GUTTER TELEPHONE: (858) 886-2863 < S9 EXISTING EDGE OF PAVEMENT c) THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING BIRMINGHAM v z WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. DRIVE d ��Pv EXISTING AC BERM NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT O AREA. TELEPHONE: (760) 633-2709. EXISTING WALL � 5 d) THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK Z ��' EXISTING FENCE NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES EXISTING WATER VALVE CONTACT COX CABLE TELEVISION COMPANY. TELEPHONE: (800) 422-4133 SAN Eu,a EXISTING FIRE HYDRANT e) THE CONTRACTOR SHALL NOTIFY NEXT'G' NETWORKS PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. S21 EXISTING BLOW OFF TELEPHONE: (909) 593-9700 SHEET INDEX BASIS OF BEARING 8. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE NAD 83 ( 1991 .35 EPOCH) EXISTING WATER METER AREAS TO BE PAVED. �/ �/� ENC-48 (PT NO. 1048) SHEET DESCRIPTION VICINI VICINITY MAP N 1958415.809' 1 TITLE SHEET EXISTING SEWER MANHOLE 9. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A 2 INDEX MAP & TYPICAL SECTIONS NOT TO SCALE E 6245055.513' PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A 3 DETAILS ELEV 171 .227' (NGVD 29) EXISTING MAILBOX MEETING. PHONE: (760) 633-2770. 4-5 DEMOLITION PLANS RECORD OF SURVEY 18416 6-10 IMPROVEMENT PLANS PROJECT LOCATION EXISTING SIGN 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 11-12 EROSION CONTROL DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACE BY A REGISTERED CIVIL 13 SIGNING & STRIPING PLAN ENGINEER OR A LICENSED LAND SURVEYOR. 14-19 DRIVEWAY DETAILS BETWEEN VERDI AVENUE AND WEST SIDE OF SUMMIT AVE/WESTMINSTER AND DRIVE EXISTING TREE 20-21 MONTGOMERY AVENUE 11 . THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION LANDSCAPE PLAN IN CARDIFF, CALIFORNIA 92007 APPROVED BY THE INSPECTOR. 12. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR. 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2009 EDITION) , THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN E DIEGO REGIONAL STANDARDS COMMITTEE) , THE SAN DIEGO REGIONAL STANDARD DRAWINGS (AUGUST 2009 EDITION) , CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY �+ n 2006 EDITION) ,AND THE SPECIAL PROVISIONS FOR THIS PROJECT. STATEMENT OF ENGINEER OF WORK co THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER ABBREVIATIONS CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE Li ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR AB AGGREGATE BASE MB MAILBOX ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF AC ASPHALT CONCRETE PCC PORTLAND CEMENT CONCRETE o RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES APN ASSESSOR'S PARCEL NUMBER PCC POINT OF CONTINUOUS CURVE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND BC BEGIN CURVE PP POWER POLE c� EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, o ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE BCR BEGIN CURB RETURN PRC POINT OF REVERSE CURVE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY C&G CURB & GUTTER PRV PRESSURE REDUCING VALVE ~ THE ENGINEER. CO CLEAN OUT PVMT PAVEMENT 0 CONIC CONCRETE RET RETAINING EC END CURVE RIM RIM ELEVATION BY: ewSCJ LD/D ECR END CURB RETURN SCO SEWER CLEANOUT SO STORM DRAIN w MAT HEW B. CAPUZZ 69815 DATE EDP EDGST�NGPAVEMENT SDG&E SAN DIEGO GAS & ELECTRIC o FG FINISH GRADE SDRSD SAN DIEGO REGIONAL STANDARD DRAWING FL FLOWLINE SMH SEWER MANHOLE FS FINISH SURFACE STD STANDARD > Q13. HP GV GAS VALVE SWK SIDEWALK C) Underground Semee Alert SAN D I EGU I TO WATER DISTRICT ENCINITAS FIRE DEPARTMENT �� w BOG `y HP H I GH POINT TB TOP OF BERM = PLANNING ■ DESIGN ■ CONSTRUCTION LF LINEAR FEET TS TRAFFIC SIGNAL TIC TOP OF CURB Q O0°0e1°0° REVIE BY: REVIEWED BY: N0. C69815 I LP LOW POINT CALL TOLL FEE * * 5050 AVENIDA ENCINAS,SUITE 260 o 1-800 422-4133 /� T 29 140 •7/171 20/o s��r CIVi� �� MF■ CARLSBAD. CALIFORNIA 92008-4386 EpF CAD C ❑ N S U LTI N G 760.476.9193 • FAX 760.476.9198 • www.RBF.com r� DATE: DATE: Q0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CI TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. k5 -6Vk1. 9-13-11 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO PUBLIC IMPROVEMENT PLANS FOR: TITLE SHEET Ln (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN 0079-SI Q OF SANTA FE DRIVE WEST OF Rio _ CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) Q INTERSTATE HIGHWAY 5. ENGINEER: DATE: BY: BY: CURB, GUTTER, AND SIDEWALK IMPROVEMENTS U- L� VERTICAL AS SHOWN M TTHEW B. ZZI PETER COTA-ROBLES i ELEV 171 .227' (NGVD 29) . 7 /3/O RECORD OF SURVEY 18416. R.C.E. NO. 69815 EXP. 6/30/10 DATE: DATE:T. /O WORK PROJECT NO. CMS09F SHEET 1 OF 21 ULd V ♦ ♦ Q J I \ (n I RAW I �� 12' MIN. Q TRAVEL LANE 2.5 I ♦ ♦ I Q 1 ' 1 .5' 4.5' VARIES ♦ ,� � ♦ ® © 11 I EXISTING PAVEMENT ♦ %o Q MAX ---- MIN 1 .7% MATCH _ . _ EXISTING fT - 2$ GROUND / 9 �F�B, ♦ PROPOSED SIDEWALK (TYP) _ o 1 .5" GRIND & AC OVERLAY, 4'- WIDE SIDEWALK PER I % \ ♦ 1W SEE DETAIL 1 ON SHEET 3 SDRSD G-7, G-9, & G-10 \ ♦ 9 ♦ I SLn 4" AC OVER ` ♦ / \ \ \ ♦ ~i 6" CLASS II AB 6" CURB AND GUTTER ` `\� �♦ \ PER SDRSD G-2 OVER 4" ♦ / 70 \ CLASS I I AB ♦ / \ ° �I I� TYPICAL SECTION ` ♦ I , SUMMIT AVE / WESTMINSTER DR ♦ / NTS I ,00 ` � LV u (n J ` � RAW \) 12' MIN. \ TRAVEL LANE 1 I \ T ;`ISM q� o �_ L5�( POE VARIES 8.5' TO 9.8' 4.5' VARIES I EXISTING PAVEMENT PARALLEL PARKING MMIN X MATCH \ \ / \�� ♦ PROPOSED SIDEWALK (TYP) 2% EXISTING ♦ p�� " > GROUND / 0 1 .5" GRIND & AC OVERLAY, 4'- WIDE SIDEWALK PER \ / SEE DETAIL 1 ON SHEET 3 SDRSD G-7, G-9, & G-10 4" AC OVER 6" CLASS II AB \ 6" CURB AND GUTTER \ / , �� \� 410 ' PER SDRSD G-2 OVER 4" \ \ CLASS II AB \� / / ♦ / TYPICAL PARALLEL PARKING SECTION SUMMIT AVE / WESTMINSTER DR NTS Y \ EXISTING FENCE oo .p / \ 4p CURB RAMP, SEE CURB RAMP, SEE / '` /` \ ♦ ♦ PROPOSED SIDEWALK (TYP) rDE TAIL 9 ON SHEET 3 DETAIL 9 ON SHEET �EXISTING FENCE, 6.5' 2' 3' 24.5'+ 3' 2' 4' STD. C-2 RETAINING WALL � ♦ � � ♦ TRAVEL WAY 4"-HIGH 4"-HIGH POP-OUT F POP-OUT �♦ I °_ ♦\ °o ° CURB CHANNEL, SEE CURB CHANNEL, SEE ♦ I �` —♦ , BUBENSTEIN DRIVE ° DETAIL 10 ON SHEET 3 DETAIL 10 ON SHEET 3 ♦ ♦ I \ ` ° CLASS 520—C-3250 INDEX MAP CONCRETE PAVEMENT / 'o° co SECTION A-A SCALE: 1 "=80' � ♦ ♦� - \ � ♦ ♦ ® � 1z 21 z ♦ `� w Qr\ i 7.5' 10' 4' INDEX MAP LEGEND , �♦ �' SPEED TABLE X-WALK TOP OF t^ °o CD MAX CURB EXISTING PAVEMENT $ ♦ / 1 .70% (4%) DEMOLITION PLAN SPIFFY NUMBER N / ® IMPROVEMENT PLAN SHEET NUMBER ♦ \ ` / o EXISTING PAVEMENT _ SAWCUT & GRIND ♦ �s o `/ ♦ / ,� �__ —�' EX. PAVMENT 1 .5" At EROSION CONTROL PLAN SHEET NUMBER \♦ �O / i CLASS 520-C-3250 AC PAVEMENT ® LANDSCAPE PLAN SHEET FIBER ; v I 05 10 12 > SAWCUT & GRIND CONCRETE (THICKNESS % Y q s EX. PAVMENT 1 .5' VARIES 4.5"-6.5") ♦ 4'00 � I ♦ SECTION B-B �oQfBSS/pH�l ♦ ♦ ♦ i I G? m 41# SPEED TABLE SECTIONS - MONTGOMERY AVE PLANNING ■ DESIGN ■ CONSTRUCTION C69815 t e NTS c of ,rr C1Vil ��. ■ 5050 AVENIDA ENCINAS, SUITE 260 o CARLSBAD. CALIFORNIA 92008-4386 u For ch CONSULTING 760.476.9193 • FAX 760.476.9198 • www.FIBF.com (14 41h co ♦ I REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. CVR4 HEir.HT 2.5" CITY OF ENCINITAS BRASS DISC i S- aul T PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO SHEET INDEX & TYPICAL SECTIONS FOR: 9-13-11 (ENC-48, PT N0. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN Q OF SANTA FE DRIVE WEST OF �T � — , /C'+ARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL — SRTS 5446(013) 0079—SI o INTERSTATE HIGHWAY 5. VERTICAL AS SHOWN ENGINEER: DATE: ZC/a BY: BY: PETER COTA—ROBIES CURB, GUTTER, AND SIDEWALK IMPROVEMENTS ELEV 171 .227' (NGVD 29) . MATTHEW B. CAP(TZIf RECORD OF SURVEY 18416. R.C.E. N0. 69815 EXP. 6/30/10 DATE: 7//J DATE: 111A L WORK PROJECT NO. CMS09F SHEET 2 OF 21 z Ld m z >J 2, U J PROPOSED FULL L) 1 -6 1 '-0" L) DEPTH SECTION, 6 R 3-j" P.I z a 4" AC OVER ( �" R 3-j" z GRIND ALL AC COLD JOINTS FOR vI 2' ROLLED MINIMUM 1 .5" AC OVERLAY I 6" CLASS II AB P.I. -i 12" 12' TRANSITION 1/2=R N32 m � Z) 2'-6" R R ti 6" CURB FACE OR WEAKENED PLANE JOINT �n ��\iy U 2'-6" R } " 1 '-0" R :opr c1 ROLLED CURB FACE 1' R • 1 '-O' R i�I EXISTING AC a _ 2" WEAKENED _ ___ O O — • PLANE JOINT P.I. 2" WEAKENED _——— R w PLANE JOINT P'I' INSTALL STRESS-RELIEVING PROFILE VIEW FABRIC UNDER AC. FABRIC EXISTING BASE 24„ II 1/2" NOTES SHALL BE GIasPave25 OR 1 . CONCRETE SHALL BE 520-C-2500. 1 . CONCRETE SHALL BE 520-C-2500. f t� APPROVED EQUAL. 2. SEE STANDARD DWG G-9 & G-10 FOR JOINT DETAILS. 2. SEE STANDARD DWG G-9 & G-10 FOR JOINT DETAILS. NOTES 3. SLOPE TOP OF CURB }" PER FOOT TOWARDS ROADWAY. 3, SLOPE TOP OF CURB }" PER FOOT TOWARDS ROADWAY. O AC PAVEMENT JOINT O On CURB TRANSITION 1 . CONCRETE SHALL BE 520-C-2500. NTS NTS 2. SEE DWG G-9 & G-10 FOR JOINT DETAILS. ROLLED CURB I GUTTER MODIFIED ROLLED CURB I GUTTER 3. SLOPE E TOP TOP OF OF CURB }" PER FOOT TOWARDS ROADWAY. V I L 5 MODIFIED 6" CURB & GUTTER NTS NTS NTS NOTES 1 . CONCRETE SHALL BE 4" THICK MIN. AND QV, CLASS 520-C-2500. R 2. SEE SDRSD G-32 FOR GENERAL NOTES. 3. SEE SDRSD G-30 FOR TRUNCATED DOMES (DARK GREY) , ALL LOCATIONS. 42° B..- 3 �. Q BARRIER TOP EDGE 1" EX. TREE 4 0.5"RAD. (TYP) 3/8" (TYP) BELOW SURFACE, 6" OFFSET 1 12" WIDE WITH y" GROOVE 2% 1 2% BEHIND CURB OR SIDEWALK. g° / 8.33$ 8.33% APPROX. �" O.C. r LENGTH SHALL EQUAL SIDEWALK - r LENGTH OF ROOT SYSTEM. EX. GROUND VARIES CURB HEIGHT O �O� " �O O SIDEWALK ARIES 8" CLASS 520-C-3250 II MONOLITHIC CONCRETE -I CURB 18 if MIN. 4'x4' LANDING, 4" CLASS 2 AB SUBGRAE 1i TM y � � a • COMPACTED TO 95% I I I_ 2 fN I v - 2% MAX. SLOPE IN ALL DIRECTIONS " RADIUS = 3' BIO-BARRIER (24-DEPTH) I 10 � 0" DEEP ROOT #UB 24-2 1 �� 0 OR APPROVED EQUAL. i CUT BARRIER TO 1i !I Fjt ACCOMMODATE EX. SECTION = 8 RIBBON GUTTER UTILITIES. NOT TO SCALE 6" CURB. CURB RAMP DETAIL NTS ROOT-BARRIER INSTALLATION N TS NTS O MAILBOX RELOCATION DETAIL N TS 4' a NOTES: O1 MATCH EXISTING POST TYPE ,� 3/k-"EACI�" x y " BRASS SCREW, O2 VOID BETWEEN PIPE AND HOLE TO BE FILLED WITH CONCRETE, OR MONOLITHIC � 1 '-2" x y4" SLIPNOT ® VER CURB `' NON-SLIP STEEL PLATE ROCK, OR 2: 1 MIX CEMENT MORTAR. OR EQUAL 1 '-2" x Y4" SLIPNOT ® BAR 6" NON-SLIP STEEL PLATE 2" CURB_ 5b°I" 6" CURB OR EQUAL R SEE ATTACHMENT� 70`7a` �M DETAIL SEE ATTACHMENT E F � - DETAIL s- x 3}[2" sa. HEAD BOANCHORS. 2 PER 12" WIDE WITH SIDE. 45c GROVE APPROX. V,, O.C. 1 " x 1}'4" x �R6 C> �� ° 4° CURE" L. LED 1EiPi� ,6 O SPEED TABLE L a RJfTE s s ��_. SPEED TABLE X76" 0 w 5c"011 6 & /� 6" C o 1 . CONCRETE SHALL BE 4" THICK MIN. AND 2.5' CONSTRUCT PER SDRSD ATTACHMENT DETAIL o i P�SIT!fo� 10 i Q G-2 (MODIFIED) . . 8" CLASS 520-C-2500 MITER FRAME SECTIONS 45" RAID 2. SEE SDRSD G-32 FOR GENERAL NOTES. CONCRETE BUTT WELD AND SURFACE GRIND. o / 3. SEE SDRSD G-30 FOR TRUNCATED DOMES CURB CHANNEL (DARK GREY) , ALL LOCATIONS. cI CORO 1,24 p 9 CURB RAMP DETAIL @pCUURWB CNH ANNEL / CFA ' i' MAINTAIN GUTTER FLOWLINE NTS w > 0 i Q<LOF ESS/pN ° 6 r-z-NYROLLED CURB TRANSITION s °�yc h PLANNING ■ DESIGN ■ CONSTRUCTION Q NTS N0. C69815 o * * 5050 AVENIDA ENCINAS, SUITE 260 a ff�TEOF CA FQ�� ■ ■ • CARLSBAD- CALIFORNIA 92008-4386 v CONSULTING 760.476.9193 • FAX 760.476.9198 • www.RBF.com o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 0 Y AS ° BU!!'-7' 9 Ib- (I 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DETAILS FOR: j (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN G 0079—SI Q OF SANTA FE DRIVE WEST OF / CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL — SRTS 5446(013)Q INTERSTATE HIGHWAY 5. ENgNEER: DATE: F Laa BY: BY: CURB GUTTER AND SIDEWALK IMPROVEMENTS VERTICAL AS SHOWN PETER COTA-ROBLES > > 0- ELEV 171 .227' (NGVD 29) . MATTHEW B. C � RECORD OF SURVEY 18416. R.C.E. NO. 69815 EXP. 6/30/10 DATE: 7 /.3 // DATE: /I¢�/o WORK PROJECT NO. CMS09F SHEET 3 OF 21 DEMOLITION NOTES: 4 O1 PROTECT IN PLACE. O2 REMOVE & SALVAGE EX. MAILBOX. \l CAUTION! ! PROTECT IN PUCE EX. GAS LINE. ( V O3 CLEAR, GRUB, AND REMOVE EX. TREES, SHRUBS, AND N 1 ,955,832.997 . N 1 , 55 844.469 E 6,244,065.649 SAWOUT EXISTING PAVEMENT. 4 BUSHES WITHIN GRADING LIMITS. 6,244,04 . 107 4 O4 N 1 ,955,823.452 4 N 1 ,95586.059 ., E 6 ,244,080.537a O5 REMOVE EX. AC PAVEMENT. E 6,244,045.21 4 , . _ W / '41 7 REMOVE 2 LF OF RR TIE WALL - - R W_ 0 © REMOVE EX. CONCRETE/DECORATIVE HARDSCAPE. v „ '� 148 - _ - =-'j -_ �.-\ O7 REMOVE EX. WALL. - CAUTION! ! PROTECT IN R/W— - -„ PROPOSED CURB, GUTTER, 10 Lc) VJ PLACE EX. GAS LINE. - -- - �- UTILITY POLE & GUY WIRES TO BE RELOCATED BY �S * I SIDEWALK. SEE W' N 1 955 532. 159 7 O OTHERS.L 6 1 WATER W _— IMPROVEMENT PLAN. _ __,�.._—:_ — — — --_-- ®E 6,244,356. 129 N 1 ,955,848.94 VAVLES 6) t SE R MANHOLE - _ __ _ __ EX. STRIPING (TYP) , 6,244,046. 44 4 -- SUMMIT AVE 40+00 - �� -- Q 10 RELOCATE EX. STREET SIGN PER SHEET 13. a S a X. EOP (TYP) 39+� -1 - ---- - N 5 - S _- -- - I F NEEDED F fi -G O 13 REMOVE EX. MOW CURB. EX. EOP (TYP� N 1 955,791 .499 S 38+00 - _ - - �- 3 (~ O 1 955 857.076 4 ';� ---- N 1 955 676. 174 -T -_ . - - - N 1 ,955,600.872 G -- G POLE RELOCATION J ___ 6 244 079.517 p6- - - - 4 _ ___ -- 4 + + E 6,244, 188.290 '� 4 E 6,244275. 3 3 - + 15 EX. UNDERGROUND FIBER OPTIC TO BE RELOCATED BY \ 244,019.039 3 : 0+p0 c�i 5 1 POWER POLE G i4op N G- 10 G 9 1�,� - - 3 50- 4+ w I- OTHERS. STAL _-u._.°, fi G 2 3 � m (/•) 1+001+50 . • SAN DIEGUITO WATER DISTR[CT TO RELOCATE WATER METER 9955 816.836 r .� - r - ! I_L I O _ - - & BOX PER IMPROVEMENT PLAN. 3 ., L g4, \ 14s TREE 1 r—I 17 RELOCATE GAS SERVICE PER SDG&E. 1 PLANTING OUTSIDE 4 s - 44' _ 4» ES — — » `jR METERS 1 N 1 955 ��2.360 e _ .' c WALKWAY, g `` " 4 z.LIMITS OF GRADING ` . " WATER 1 �... 3 1 - - •- -� " ' 1 1 G __ & RAILING E 6,244,014.407, TREE 1 METER ATE & , ° / / 13 --- 6»TREES AWNING r 4 aU$H 1 r 1 t N1 955, - - � � n / 1 WALL / 2 --REMOVE FIRST APN 260-261-18-01 f- _ 1 TREE WALLS 4 E 6,244,0-26.588, .li F ',A - 1 WALL!, °� \ -„ Z , I;I--- _ .y " ,- -_- d MOW CURB 4 ATITHIRD 3»BOARDS ONr MICHAEL CASSIDY / Q NOTE: N 1 95 794.329 ! '1 " • �, TOP STEP SANDRA WILLIAMS 4 4 ,029. 123' "� N 1 955 7$4.219 4 `. � 1644 SUMMIT AVE 1 . CONTRACTOR SHALL CUT & CAP EXISTING E 6,244, 34.615 I IRRIGATION SERVICES AT THE BACK OF E .' APN 260-261-19 APN 260-261-20 APN 260-261-02 APN 260-261-1 1 APN 260-261-12 s' / WALK LINE. REINSTALL REMOVED f MCGILL GEORGE BERNARD FAMILY ANTHONY J MANENTE BARRY & SARA PIERCE PAUL & MELINDA DIPERNA SPRINKLER HEADS DIRECTLY BEHIND G f 1613 HAYDN DR 1606 SUMMIT AVE MANENTE FAMILY 1635 & 1639 HAYDN DR 1645 & 1647 HAYDN OR 3 '�1 "_ ` r HAYDN DR / APN 260-261-18-02 BACK OF WALK. ti 'AQ TINDEL 1646 SUMMIT AVE 2. CONTRACTOR SHALL REMOVE & RELOCATE rt - . ,, � r EXISTING YARD LIGHTING TO BACK OF WALK. I 0 } CAUTION ! PROTECT IN \ \ PUCE EX. GAS LINE. 1 ,955,302.915 / 6,244,592.904 L,J Q 1 955 291 .410 \\ 4 6,244,578.45 N - t 717- �� - 4 N 1 955 300.224 j \ E 6,244,548.60 " _: _ PROPOSED CURB GUTTER. �- SIDEWALK. SEE R _� 5 W IMPROVEMENT PLAN. = 4 1 9 319.38 0+00 r� \ - ng _ �.. CAUTION 6,244,542. 174 1 ALL O �_-WESTM I NSTER DR= `� a PROTECT IN - EX. EOP (TYP) NI 9W 331.020 v c CAUTION ! PROTECT IN PLACE EX. GAS LINE. _ _ N 1 955 .863 4 e, 44,513. PLACE EX. GAS LINE. PROPOSED CURB, GUTTER, + 15 _ -L� r EX. STRIPI (TYP --- -- �� — & SIDEWALK. SEE EX. EOP (TYP) 0 15 '� 44,4 b WALL - N - + 1 - +pb-- 3 _ l L I / - - A PULLBO - - - - ° �tl 14.937 -" _ II R W 5+50- __. � -- E 6,244 n. `, PO ER� ' '^ 4,AT FIRST N 1 955 217.772 POWER POLE, Lc) IMPROVEMENT PLAN N — 4 PEDEST L X —� N 1 955 28 .ss9 PaE _ SCORE E 6,244,547.350 1 k 4 N 1 ,955,481 .088 g1+�00 `r 8 .b- 6+ 4 E 6,244 24.396 , - - WESTMINSTER DR MAILBOX, TREE, & �- O \ E 6 ,244,415.204 0 3 S -` -� 1 WALL k -� 2-WATER METERS. W - 'N 1 955 297. / ___,. _ ----S E \ 5 } 2 6 6.24a,sto.669 S+p FOOTING-cv ~44 p = - - - - _ Q L.L� V� ; a ° 15 6 4 1 REE ° - i 5 +5 4 ;� J -- W TREE ~ _ W ` .. - ,i 3 4 AT FIRST "9+p -- G W - q 45+500 5 3 � V) 00 p N 0�.,,... g - - J• AT FOURTH 4 .SCORE LINE 348.504 , , ,�+ . 3 -"._SCORE LINE / 4 E 6.244. 00.26 ;y.n � . --- ` 6 6 5 '_ 10+0 G—_ '10+5 W w 7 POWER POLE \ iA 10 _f w WALLS !t WATER METER 1 ?,' _ z W ,:.. � 2 ° 1 1 WALLS 6 WATER M WALL k ,_ PLANTER IRRIGATION EQUIP. N 1 955 324. O 4 7 , ` - f` SEWER CLEAN--- 1 PLANTER 4 fix. - -; ._ 1 WER POLE 4 FOOTING.. ,„_r 3 _ BUStf 3 . (� E 6 44,47 .90rx �j MAILBOX /W. 7 _,-.. APN 260 261-10 i- 17 -.�_ 0 w x•,, i 5 z v - APN 260-261-17-01 ' MARTIN HORTON / HITOMI K YOSHIMURA 4fN 1 ,955,304. 146 j ” �° ` ---•-- - w T ,.-_.. m 1 ICK PA 1 AL MOV Q 3 , ' CHERYL DALEIDEN 1656 WESTMINSTER DR / E 6,244,472.204 1 f s _ I _.. END AL sr .- ? L RE AL - CURB APN 260-276-11 � 1 WAL i o y 1648 SUMMIT AVE ' �� _ I VERV N 1 ,955 299.5 1 4 1712 WS LYNCH DRAIN PIPE I I I �J� 1 /WATER METER E 6 ,244,485.494 � 1712 WESTMINSTER DR 1 & INLET SAWCUT O JOINT APN 260-261-17-02 ' / APN 260-276-07 o CINDY LKAREN i o� REMOVE EX. AC BERM APN 260-276-12 STEPHEN & KIMBERLY SCHUETTE I \ ' 202 LISZT AVE / I SZIDAK FAMILY 1761 HAYDN DR I o APN 260-276-02 1720 WESTMINSTER DR & EDWARD VILLA / I I 1749 HAYDN DR N ' JOSEPHINE FAMILY w \ ' ' / / / II 1702 WESTMINSTER DR I I I I > 0 n_ QROFESStpy 20 0 20 40 60 Qh�QE��tW B. C,ggG�ryc QN = PLANNING ■ DESIGN ■ CONSTRUCTION Q N0. C69815 SCALE: 1 "=20' j 5050 AVENIDA ENCINAS, SUITE 260 p J/ OIVIL \�' ■ ■ ■ a �rF OF CAUF�� CARLSRAD. CALIFORNIA 92008-4386 j CON 5 U LT I N E3 760,476.9193 • FAX 760.476.9198 www.RBF.com M N am o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 0 - !iARDSCAPE REMoVAL 2.5" CITY OF ENCINITAS BRASS DISC PLAN PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED buILT ?- • - DEMOLITION & ROUGH GRADING PLAN FOR: a (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL As SHOWN By:SANTA FE DRIVE WEST OF / / BY: �— BY: CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL — SRTS 5446(013) 0079_81 a INTERSTATE HIGHWAY 5. ENCwEEk DATE: VERTICAL AS SHOWN CURB, GUTTER, AND SIDEWALK IMPROVEMENTS ELEV 171 .227' (NGVD 29) . MATTHEW B. CA zzI PETER COTA—ROBLES RECORD OF SURVEY 18416. C.E. NO. 69815 EXP. 6/30/10 DATE: 7 13 hO DATE: 7,11.q Iwo WORK PROJECT NO. CMS09F SHEET 4 OF 21 1 / 1 DEMOLITION NOTES: PROTECI IN PLACE. 1 O2 REMOVE & SALVAGE EX. MAILBOX. 1 3O CLEAR, GRUB, AND REMOVE EX. TREES, SHRUBS, AND 11 BUSHES WITHIN GRADING LIMITS. / O C ® SAWCUT EXISTING PAVEMENT. REMOVE EX. AC PAVEMENT. AQ � 1 1 © REMOVE EX. CONCRETE/DECORATIVE HARDSCAPE. � (,) I-, / O7 REMOVE EX. WALL. -f� wj 10 RELOCATE EX. STREET SIGN PER SHEET 13. w X/ N 1 9 5 018.786 4 12 REMOVE EX. AC BERM. / W E 6,244,637.447 _ I 14 REMOVE EX. CURB & GUTTER jj N 1 955 002.939 4 16 SAN DIEGUITO WATER DISTRICT TO RELOCATE WATER METER co� q��r,. 6,244,646.446V-/ _�- n$ "k' & BOX PER IMPROVEMENT PLAN. \ ,` \ 00 R/W REMOVE EX. FENCE. -1- 4 �^•- 5 CAUTION ! PROTECT IN ' � � � i�+ t SIDEN". SEE 5 IMPROVEMENTS. WESTMINSTER DR PLACE Ex. GAS LINE. -�R/1N -' WfartT no V{ os3� •N off` -- ��j REMOVE EX. CONCRETE STEPS WITHIN LIMITS OF 0 1 SEWER AI tLE _ S- IMF'RdVE]ENT PLAN. f ' - 3 � _ �- EX. STRIPING (TYP) - 1 3 TREES -- - JQ v I �� , =`• ' G �q. / 1 954 873.44Y - -- rV- 1 / w _•1 7+ 2 _ --�."` 4 E 6,244,745.587 6 5 REMOVE RR T I ES, O 20 G N 1 954 729.980 SHRUBS 3 1 STEP, & BRICK - - X E 6.24 EAR 5 72+00 RETAINING WALL 48+0 5 16 S - r- E� _ 4 50+D0 _ � TYP) ,890 460 -�� w _ „ 0 1 WATER MET E 1 1 WAS . 13+0 - 13+50 4+00-' 16 51 L0 6 1 1 TREE - 5 - 1 WALL___. /APN 260-276-08 - � 50- BRETT ELLMAN I 2 WATE- METER ! 0 ( 1736 WESTMINSTER DR / , 1 FENCE ENCE 1 ._.._ '._. - 4 _J 1 _.... - _ 1 DRAIN 1 � , 'Y 6 � ' `{ - -�. - c 7 3� FREES -R/W- 3 T.--a +►- GATE 1 3 LLI 2-TREES(�� WA ER METER 4 - POWER POLE 1 m WALL 1 , POWER POLE 1 s .a - �„ 6 J 1 1 GATE & FENCE 1 t , 5 FENCE 1 + - � .,r_. n FENCE 1 I \ FENCE w LLI 4 STEPS & 1 WALLS & FENCES REMOVE REDWOOD HEADER 1 & GATE WALL 1 APN 260-271-01 1 U Z JOHN GRIFFIS / JANICE BARNARD I LIGHT & BRICK CURB WALL 1 1 4-PLANTS 1810 WESTMINSTER DR APN 260-271-08 REMOVE MIN 6' SAWCUT ® J Qr, APN 260-271-12 OF EX. FENCE 1 I WILLIAM WARE / APN 260-271-16-01 4 2ND JOINT\ _ A K ISRANI L P I OR TO FIRST DOUGLAS 271-10OIK DOUGLAS / PREMILA BOVIE-WARE JAMES & KARIN MATHER I (, I 1820 WESTMINSTER DR POST 1857 MONTGOMERY AVE \ 1863 MONTGOMERY AVE I JOYCE CROSTHWAITE Q 1842 WESTMINSTER DR I APN 260-271-11 NOTE: I BRUINGTON N E & C E LIVING 0 / 1830 WESTMINSTER DR I \ APN 260-271-16-02 1 . CONTRACTOR SHALL CUT & CAP EXISTING KEVIN LANDIE IRRIGATION SERVICES AT THE BACK OF 1861 MONTGOMERY AVE WALK LINE. REINSTALL REMOVED SPRINKLER HEADS DIRECTLY BEHIND BACK OF WALK. 1 / 2. CONTRACTOR SHALL REMOVE & RELOCATE ` • APN 260-274-02 EXISTING YARD LIGHTING TO BACK OF CAUTION! ! PROTECT IN t - '` �` _ PLACE EX. GAS LINE. JAMES & DEBBIE HOWELL WALK. O W N 1 94 577. 171 1879 WESTMINSTER AVE APN 260-274-03 ~ wes 11 45,028. 107 SAWCUT ®/ RILLIE JANICE L SEPARATE PROPERTY 1 BLOCK WALL & SHRUBS (TYP) 4 JOINT TRUST 02-17-05 CAUTION ! PROTECT I (LJ Lll 1 THE 60 � . 4 _ ON! PRO CT N 4 N 1 .954,302.46 i 1883 WESTMINSTER AVE _ E 6,245,305.09 D PLACE EX. GAS LINE. 10 = + ti 76+ 7 G 1 ,954,605.793r, ,---- 6 - 00 \ ` '� ` ', = _ _ _ N 1 ,954,344.892 ;n 11'1 ,244,985. 136 _ >--.._- • - --.r ..----- _- __>, _._ W __ 4 56.24 OWE_. E/ � __._--_� „ 1 POWER POLE _-__-_-.-- _ 55 E 6,2 2 3 a 1 POWER POL _ � \ a _ C 60-Z7 POWER 1 N 1 .954,444 �1� 6,,\,013. 4 3 / 6, 45, 151 . 4 � N 1 954 364.721 �O 1 WATER 5 4- E 6 245.230.7 1 111 •.�� (� FEN E W _ +OQ - STREET 5 19 . - - � k ,VALVES (6) - 1 ✓ TREE PROTECT SHRUBS ' :• _G so -_ +5 5 '" 1U SIGN 3 _ ° _ ;,,._ r i 5 STREET SIGNS 1 Z F TO THE GREATEST xo 10 1 WATER VENTS o. EXTENT POSSIBLE \ �o t "� / __. - +00' �— e 0 19 BEGIN FENCE REMOVAL N 1 ,954 282.95 0 APN 260-271-15 < N 1 954,524.095 4 2 * 1 ,654,346-. 588 4 /\ b0 1 SEWER MANHOLE'" =, f 4 E 6,245,313.69 \ TST FAMILY TRUST 4 245,032.963 ', -� 2_A "� •' N 6,245,216.664 1867 MONTGOMERY AVE 10 PROPOSED CURB GUTTER -*'--� 1 SEWER MANHO ' • N 1 ,954,339. 128 0 PVC � 12 JLE _ & PLANTING. SEE ,--�--�' wi '4-- - `� � , \ 4 \ PROPOSED CURB, GUTTER, PIPE 1 3 �, . IMPROVEMENT PLAN & 'R/ �, n E 6,245,226.578 L PRV 10 " ;` LANDSCAPE PLAN. & SIDEWALK. SEE b N 1 954,494.316 . __. 7 , IMPROVEMENT PLAN. . . /" � VAULT 6.245,043.212 4 � -A Li c z N 1 ,954,525.811 4 E 6,244,986.99 o \ 4 1 954 540.481 22 ,/ OW E 6,244,965.315 / -EX. STRIPING (TYP)�{jJ o N 1 ,9 4 498. 05 7 4 14 E 6,244,972.713, Ln / ° 4 N 1 ,954,509.844 4 N E 6,244,949.299 . 6 of i w > 0 o- 20 0 20 40 60 Q�OEESS/py > 4o W B. ql SCALE: 1 "=20' PLANNING ■ DESIGN ■ CONSTRUCTION u i m Q NO. C69815 D 5050 AVENIDA ENCINAS, SUITE 260 rj CIVIV ,�\� ■ ■ ■ o ATE OF CAUF�� CARLSBAD, CALIFORNIA 92008-4386 CJ CONSULTING 760.476.9193 • FAX 760.476.9198 • www.RBF.com Q REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 0 TREE REMOVAL PAVER 2.5" CtTY of ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DEMOLITION & ROUGH GRADING PLAN FOR: j REMOVAL (ENC-48, PT N0. 1048) ON NORTH SIDE HORIZONTAL As SHOWN 0078-SI'fl Q AS-SwL-r 9-13-n OF SANTA FE DRIVE WEST OF � BY: _ BY: CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL — SRTS 5446(013) Q INTERSTATE HIGHWAY 5. ENQNEER: DATE: LO/o CURB, GUTTER, AND SIDEWALK IMPROVEMENTS p VERTICAL AS SHOWN PETER COTA—ROBLES ELEV 171 .227' (NGVD 29) . MATTHEW B. cAP RECORD OF SURVEY 18416. R.C.E. N0. 69815 EXP. 6/30/10 DATE: 7 I3 1D DATE: /O WORK PROJECT NO. CMS09F SHEET 5 OF 21 I f - - Z i - _ CONSTRUCTION NOTES } I CONSTRUCT MESA BUFF COLORED TYPE G CURB & GUTTER tai n ° r� O !� _ PER SDRSD G-2- J PRO TION OF o m °o n ° M ^ + � bi g O2 CONSTRUCT MESA BUFF COLORED PCC SIDEWALK PER SDRSD 6' (TYP) ° o o • 00 `n 00v + M 7B% - G-7, G-9 & G-10, WIDTH PER PLAN.0 r- to s m ¢ o 00 ° o o N O M °o + O3 CONSTRUCT 4" AC OVER 6" CLASS II AGGREGATE BASE. o ° O o N 0 a D o n OIt + SEE DETAIL 1 ON SHEET 3. PROPOSED TOP OF CURB (TYP) I_ o Z o n ua app u) r- + v N M _.- � r m 0 M _ 0 r O °+ 7 N O M N N 1 .35% _. O co ui + LA + Ln ® CONSTRUCT MESA BUFF COLORED 6" CURB PER SDRSD G-1 . { o + v °° N w N - 0.68% �- a0 oM0 16.39' +o // °• v 0.68% - 04 rn co m q;r Q O CONSTRUCT DRIVEWAY PER SDRSD G-14D , WIDTH PER PLAN. ° o - - M + 1 " CURB SEE DRIVEWAY DETAILS. m o N Lo _ 14.89 ' v + v + `r BETWEEN 00 co Um o 2.00% `- - �`? >N '+� v "� DWRY'S N Q7 INSTALL SALVAGED MAILBOX PER DETAIL 2 ON SHEET 3. 0 0 + v rn 00 1" - 1 " CURB r) r ao °n N ° "' o rn rn i + rn cD °rn BETWEEN ;0D 3 M u°i �r 3 N o `� + + v v ' O7 + ® RAISE WATER METER TO FINISH GRADE. WORK TO BE <O N �/ • O N M r O X1'7 • r M •'- +. R. Of. tL' -. :. __-.. ` .--. -__-_ ___ N.N.. -DWRY�S �� V 145 w z� ri ° 2 50% ' M - � 04 a + Lo ED N� vM 145 PERFORMED BY CONTRACTOR. ( ^ ED�m ° mov 30% / m + v °7� r"� M I Q O9 POWER POLE TO BE RELOCATED PRIOR TO CONSTRUCTION cv�' ca BEHIND PROPOSED SIDEWALK BY OTHERS. PROPOSED POWER (ON r- O 00 2' ' C� E - - '^ V / POLE LOCATION PER ATT. °+ O N ' I W w c v 8 ,�, CONSTRUCT WALL OR CURB. SEE DRIVEWAY DETAILS. O EXISTING GROUND AT FACE OF CURB (TYP) ~ 18 TRANSITION 70 0" CURB PER DETAIL 4 ON SHEET 3. 1 .7% I z (w O CONSTRUUCT 3'-WIDE RIBBON GUTTER PER DETAIL 8 ON ( y 12.68' = 21 CONSTRUCT CURB RAMP PER DETAIL 7 ON SHEET 3. CURE 1 (� 27 CONSTRUCT PCC DRIVEWAY. 5.5" PCC OVER SUBGRADE ° ��' / RAMP o i o I �i m F- COMPACTED TO 909. SEE DRIVEWAY DETAILS FOR PRECISE mr� _ o + m ° rn Q GRADING . Zen -. Q' O _ . _ - .. -._.- _-_ . -_... __..- .- .. _.- _-- __ . _ N _. -.-- _._ Nm � ° I L ® CONSTRUCT ASPHALT DRIVEWAY. 4" AC OVER 6" CLASS II m° M orn 0Z� o d ir ^ I //,,�� AGGREGATE BASE. SEE DRIVEWAY DETAILS FOR PRECISE ° - _ GRAD I NG. ZN O) wo ° a m� I ® CONSTRUCT CONCRETE PAVER DRIVEWAY TO MATCH EXISTING. f°r\ ( INSTALL PAVERS OVER 1 " BEDDING SAND OVER 8" UN i a AGGREGATE BASE . SEE DRIVEWAY DETAILS FOR PRECISE 00 Z: o - ; 3 GRADING. w �D w ° o Woo- I I I ® MODIFY EX. STAIRS. REFER TO DRIVEWAY DETAILS. CL N 0 1+00 2#D0 v_ 4+00 ® SAN D[EGUITO WATER DISTRICT TO RELOCATE WATER METER OUTSIDE OF SIDEWALK. CONTRACTOR SHALL NOTIFY SDWD A X m m 00 N MINIMUM OF 2 WEEKS PRIOR TO COMMENCING WORK IN THE w c�M co AREA. _ L) - ~ ° °o M + v + c� 1 ® CONSTRUCT 8" PCC OVER 4" CLASS II AB BETWEEN RIBBON m °° ° w ° 0 PROPOSED TOP OF CURB PROFILE GUTTER AND CURB. Id la SCALE: HORIZ. 1"= 20' 01 02 03 VERT. 1 "= 2' I CURB DATA TABLE x ® BEARING/DELTA RADIUS LENGTH NOTE 1 36"30'42" 10.00' 6.37' 6" CURB & GUTTER * 2 109036'50" 15.00' 28.70' 6" CURB & GUTTER * 4* 6028'39" 800.00' 160.26 ' 6" CURB & GUTTER ' SEE SHEET 10 FOR 45003'56" 10.00' 7.87' 6" CURB & GUTTER IMPROVEMENTS 6 46 05'05" 10.00' 8,04' 6" CURB 7 00013'35" 806.00' 3. 18' 6" CURB 8 N49"01 '46"W -- 47.05' 6" CURB 9 45'34'23" 10.00' 7.95' 6" CURB s a �w ; R W 10 45 34'23" 10.00' 7.95' 6" CURB & GUTTER u `-- 150 ,�� -�- _ _ 2 3 V CAUTION! ! PROTECT I N3- _ _� ' PUKE EX. GAS LINE. _``-` � - ___._____. W - � ..__. _ _ :�.._ 12 N01610, 19"� 0 W 106.36 6" CURB & GUTTER - _ `r �- � ` :. - �,�► �- 5 5 r 5 �_. --- 13 N49'09'22"W 0 126. 13' 6" CURB & GUTTER I _ - 5200.0 -- 14 - "> TC STA 2+92.50 BC. r � r�w 14 01619'01 ° 805.00' 18.50' 6" TO 0" CURB TRANSITION _W�, W- -TC STA 1+60.26 PRC -- TC STA 2+38.98 EC -._ 3 r w o,° + 15 62 52'54" 6.76' 7.42' 6" TO 0" CURB PRBA �TC STA 0+00.00 ECR PR 3 5 146.99 TC J 146.96 TC w �w + 146.45 TC..____ _.___.-.. ow t°°'T 40+00 N Q 16 59'26'38" 7.87' 8. 16' 6" TO 0" CURB � --- 146.88 FL w rn ____ u1- ,- 't r SUMMIT AVE _ -S- - ..' - 39+0 vSi _ _-+ - - + d -r<-"-F c�cwil k .�^ ,.. 17 00' S of of w - 38+00 - __, m,_ - - w w 4 --- ., TC STA 0+10.27 h 1 _ _ e _ -_..- __ _ - - * TRANSITIONS e� r+ °w _ �-- 3 - ' N�vr 9 _4+00 6" CURB & GUTTER INCLUDES TRAN TIONS FROM/TO 0' CURB = - _ REFER TO CURB PROFILE HEREON. _ _rk TC STA -0+21 .29 PCC 21 .s +50. G- 2 q -0 _ __ a,,,)w * + rua3 2 GUIrBR. ,� �C-3 5 -2+50 1 - :� ** DRIVEWAY AT STA 1 39.49 IS 30 ROLLED 14' .00 TC/FL/ -2+00 I PP 11 I v 7 . •. . .�. . :. �- (n ADDITIONAL CONSTRUCTION NOTES o_ A TC STA -0+22.95 - -�� ►- - r ., o \ 141 .47 TC 141 .61 TC� 56 `�Q 2 - Iw' v� - - - O -140.47 FS/FL N .- , l ;' - ' ` •9 - _"-' '• ._...-_._.._ ... , •"- _ 13 CONSTRUCT ROLLED CURB k GUTTER PER DETAIL 6 ON SHEET 3. 1 141 . 11 F 143.55 TC FS _ r "140, �._. 8 : . - �►� -' T A 2+31 .83 3.0' RT PRC �; - - � ;' W W ° w '. - ' .. 1 a t 7 _ . 4 47. 10 TC .; 27 s . 5�@ GRAVITY RETAINING WALL TC STA -0+49.98 PRC 18 n - R W 1 2 n :.r H - � t � 138.23 TC / n � � T f � TC STA 3+98.87 EC olt 137.73 FL b Z - TC STA 1+67.31 2.97'RT PRC / TC STA 1+77.65 6.0' RT EC C STA 2+24.69 (6.0' RT) BC J Q h _. ,• - ,3b 1 , , - ; t -""" -. a 147. 1 1 TC - 148.54 TC / 0' MATCH EX. PAVEMENTr`' - / 146.66 TC / 146.79 TC / APN 260-261-18-01 Li TC STA -0+56.36 BCR BC L = / MICHAEL CASSIDY / 137. 16 FL TC APN 260-261-19 APN 260-261-11 SANDRA WILLIAMS Q -i m GEORGE MCGILL TC STA 1+74.49 6.0'RT PCC BARRY & SARA PIERCE APN 260-261-12 PAUL & MELINDA DIPERNA I I / 146.77 TC 1635 & 1639 HAYDN DR / 1645 & 1647 HAYDN DR // 1644 SUMMIT AVE 1613 HAYDN DR / ° r Qzj 'i � �k � APN 260-261-02 APN 260-261-18-02 ° � 1646 SUMMIT AVE ANTHONY MANENTE MANENTE FAMILY / APN 260-261-20 / � 1 •' �' %1 x co � BERNARD FAMILY � HAYDN DR - w �V°o % V. p 1606 SUMMIT AVE pFESS/ 20 0 20 40 60 > �t� W B. C4o�KF mill = PLANNING ■ DESIGN ■ CONSTRUCTION SCALE: 1 "-20 ' a NO. C69815 j C) J}T CIV1\- p�\� ■ ■ ■ CARLSBAD.N CALIFORNIA 920018-4386 OF cAIFE C❑ N S U LT1 N G 760.476.9193 • FAX 760.476.9198 • www.FBF.com o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. RETAINING WALL 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: Q CONCRETE DRIVEWAY (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN 0079-SI WIpEN SIDEWALK ADD OF SANTA FE DRIVE WEST OF �- , CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) WALL CONCRETE PATH INTERSTATE HIGHWAY 5. VERTICAL AS SHOWN ENGINEER: DATE: ZAIo BY: BY: CURB GUTTER AND SIDEWALK IMPROVEMENTS i 8 DRIVEWAYS ELEV 171 .227' (NGVD 29) . MA EW B. CAP I 7 PETER COTA-ROBLES AS-QUILT 9-t3-ll RECORD OF SURVEY 18416. R.C.E. NO. 69815 EXP. 6/30/10 DATE: �3/D DATE: O WORK PROJECT N0. CMS09F SHEET 6 21 I I CONSTRUCTION NOTES Ol CONSTRUCT MESA BUFF COLORED TYPE G CURB & GUTTER PER SDRSD G-2. CONSTRUCT MESA BUFF COLORED PCC SIDEWALK PER SDRSD G-7, G-9 & G-10, WIDTH PER PLAN. _ - y I d I O3 CONSTRUCT 4" AC OVER 6" CLASS II AGGREGATE BASE. SEE DETAIL 1 ON SHEET 3. PROPOSED TOP OF CUgB (TYP) - a CONSTRUCT DRIVEWAY PER SDRSD G-14D, WIDTH PER PLAN. SEE DRIVEWAY DETAILS. m PROJECIIION OF I I O INSTALL SALVAGED MAILBOX PER DETAIL 2 ON SHEET 3. co 6 ' CURA (TYP) s Q rl °° v o' ; ® RAISE WATER METER TO FINISH GRADE. WORK TO BE PERFORMED BY CONTRACTOR . M NM � M p � ° U I s -_ . -__ _..- .. °o rn o N o M o o o N ; 10 INSTALL TREE ROOT BARRIER PER DETAIL 11 ON SHEET 3. 11 00 1Q _ o i° m '+ 0i al ° M OR CURB SEE DRIVEWAY DETAILS Lo 0 '% 0.36% m � ,^+� � rn .41 11 CONSTRUCT WALL 1 r w -- g1 13 CONSTRUCT ROLLED CURB & GUTTER PER DETAIL 6 ON SHEET 3. csi _ O (000 00 °M° `no 12.23' =n n N -� 3 o zO1 - - - 17 TRANSITION TO ROLLED CURB & GUTTER PER DETAIL 3 ON SHEET 3.Lr)Ln °moo , � ,� + 0 1" CURE a; i7 o v ro a ,°n v Lj+ co or _ �t __ ® TRANSITION TO 0" CURB PER DETAIL 4 ON SHEET 3.ul) °aSm 1 ((�� °i uo of + v n BETWEEN + v + to n rn a s0 �+ w+ a -r w f \N l() --t-_ MO DWRY'S + v ol - `V __ F I o 21 CONSTRUCT CURB RAMP PER DETAIL 7 ON SHEET 3. of co 0 0) ° o �n + a o p &� m co ° p in N C� I 27 CONSTRUCT PCC DRIVEWAY. 5.5" PCC OVER SUBGRADE COMPACTED TO 90%. SEE DRIVEWAY DETAILS 0),n - role) M FOR PRECISE GRADING. l �� CDOD 't z� Q; 2• o 28 CONSTRUCT ASPHALT DRIVEWAY. 4" AC OVER 6" CLASS 11 AGGREGATE BASE. SEE DRIVEWAY I _ �' ` ' mat 10.8' �� CO � ° .7 4 + DETAILS FOR PRECISE GRADING. �-- �' ? CURB J ,� { ° RAMP o ® CONSTRUCT CONCRETE PAVER DRIVEWAY TO MATCH EXISTING. INSTALL PAVERS OVER 1 " BEDDING Li �r RAMP �� 17.36 a$ o ° SAND OVER 8" AGGREGATE BASE . SEE DRIVEWAY DETAILS FOR PRECISE GRADING. (� W ,Fad I EXISTING GROUND AT I zv� z� w o zM `a� s�o�' CURB ri "- 00 r _ u') r°•� p to FACE OF CURB (TYP) (D C4 00 c�� 'nd cV 1 -- _ >TAI + -4 ai O °M 00 + I 31 CONSTRUCT TYPE A AC BERM PER SDRSD G-5. LENGTH = 4' . I/'► _._.__ .__.. wo+ � W+ v W� R 00 r N V � m "s Z W _ 3 m � � - GAS SERVICE E RELOCATED PRIOR TO CONSTRUCTION N LLI pp 40 TO B ED IO_ J to _ I _ - + � Ln ° o lL+n < ,� < _._ + N 04 it ..__. ..-. I--. : _. ... .. �. _.... _. _... o- I O + 10 Wow a °� � ° J L r f 00 X40 14a <� � 1 Ioa °' 00 00 � � � M _ QF- M pw o �m to + v cr0 U - I _. .+� W ;. -_ _- m -. m w-.. _.__ _ _-._ ` m-. _- --._ . CJ O __ _ .... + -'` CZDt� N _ (!) W } �p �g 1 _._ _..... _- _...._- + _. IA i M -_ _Z I + m, p o W r W} 'n 3 18 O O © O N o � CL IWw 00 [ 9+00 c cy, + N jrN ►--� 000 0' r 4.8 oM apo . J - PR+OPOSED TOP OF CURD PROFILE M SCALE- HORIZ._1~_ 20'_ VERT. 1"= 2' w -� CAUTI01l1 PROTECT IN I *1 �'� PLACE Ex. GAS LINE. SEE SHEET 10 FOR - CURB DATA TABLE BEARING/DELTA LENGTH NOTE �` � �l IMPROVEMEN Z `1G FIBER OPTIC TO BE - - _ T -4' ® I RADIUS 51 91 6" CURB & GUTTER i RELOCATED BY OTHERS 1 49°09' 22"WA - 5= �N � a: � � � ,.�.. _,. � - R/W CAUTION! ! PROTECT IN �_ _ �,.,�,., �,�°� C> 2 28°5942" 270.00' 136 .64' 6" CURB & GUTTER _ 0+00 A� 3 20°09'40"W 36.52' 6" CURB & GUTTER --WESTMINSTER DR "� - - __Oo U b TC STA 6+50.07 BC BCR' PL ° � 4 128 20 50 22.40' 6" CUB & GUTTER EX GAS LINE. `S > N62°34'0 10 00 12.93' ROLLEDRCURBG&TGUTTER ° w 3 r 146.46 TC FL 5 7"W °? r ur - c> 5 �.-, 6 40°57'07" 20.00' 14.29' ROLLED CURB & GUTTER �o� TC STA 8+00.00 ECR EC a� _�• �_ TC STA 9+72.09 PRC ,G ti Z W - _-- + _ i /` _ 7 84°23'36" 20.00' 29.46' 6' CURB & GUTTER ( , 1 - + o°c - S - ' r _°. - -- __... W ----x145.45 TC FL `° g -R/W- _ _ __ 137.29 TC -- 70.05' 6" CURB & GUTTER y �0 + !,_� w - 3 - - _ GUTTER TC STA S+OO.00 HP '�ca'v a��Wi - 1 Vn c�vwi + � r S s » �_ = i ,� W r � �r> 13396 TC+35 TER _ _ _ 8 N19° 07' 38"W T ' S . 12 PRC + 04°52' 18" 1200.00' 102.03' 6" CURB & 4 TC STA 4+76.91 BC 150. 11 TC - } r c + TC STA 8+70.05 BC 3 w _° 10 52°45'01 " 10.00' 9 .21 ' 6" CURB & GUT 0 50.37 TC.- 149 .96 FL _ +50°. 3 50+'x'' 3 S 1 tO � -- '14 .30 TC �o WESTMI �3 - C STA 10+27. 19 11 53°3042 10.00 9.34 6" CURB & GUTTER lrn �� - _ _ NSTER pR_ _ 12 O1 °29 ' 13" 1208.00' 31 .35' 6" CURB & GUTTER y 3 ~ 4 0 +M ...... _. _ -S 134.22RTC PRC Q w 13 53°30'42" 10.00' 9 .34' 6" CURB & GUTTER 1 _ m W- af.r_ _ __ 52°45'01 " 10.00' 9.21 ' 6" CURB & GUTTER f E?>>°: - _ _ _ }'-W 8 45*�0 0"W -- 24.70' 6" TO 0" Clfft6 TRANSITION 9+p 3 = 15 N20°09 '4 ,TC STA 6+72.47 ECR '`. 17 r _ -- 6" CURB �' 18 ; . • . , t _ 9 + 10+00 G 16 N20°09'40"W cJ : , o r �. 145,,28 TC°, V 1 j _,_ 8„W - 26''y fi" TO 0" CURB TRANSITION �►' fl TC STA 6+13.54 EC ,, �__ 13 _ , 4 . 7 G 1 _ �+ u _ r MATCH EX. i .. . -- E . ,..,- �- .• � • :, . . � . - �.: . . � ' � ti X9.07 3 6„ CURB & GUTTER "� .. 17 N - •. 148 84 TC - ':::.. , a - _✓ ;.� = _ � �6 � , ._ �� TC STA 6+83.70 r � 27 �` . . . } ?„ :1k ::n ? * 8 " CURB 4& GUTTER INCLUDES TRANSITIONS FROM/TO 0" CURB 8 . , RI ( 143.44 TC FL �, � � � 27 , -,c , dA 2 .,, W B Z U) REFER TO CURB PROFILE ,F � � ; C� 5 " • _ "` 'i f /W- - %_ 13 _ {A 1 ~ ** 6" CURB & GUTTER INCLUDES TRANSITIONS FROM/TO O" CURB 7+70.54 PRC BCR �' r -- 9+80.02 3.97°RT 2 - - J CURB & GUTTER. REFER TO CURB PROFILE 11 144.39 TC', s TC STA AND ROLLED 00 APN 260-261-10 = 3 � / 143.97 FL z -`l ._ 136.70 TC' _ s - C STA 1 +19. 1 APN 260-261-17-01 MARTIN NORTON / / MATCH EX. - / �' CHERYL DALEIDEN HITOMI K YOSHIMURA TC STA 7+43.31 / ,. � 31 _ I 8.01 'RT PCC (� v A ' 1648 SUMMIT AVE 1656 WESTMINSTER DR ( 142.50 TC/FL \TC r.,. -- 134.47 TC STA 7+56.25 BC * '_ - ' I z � \ 143.49 TC TC STA 9+88.03 8.00' PCC Q Li APN 260-261-18-01 143.07 FL w APN 260-276-11 136. 11 TC �� / I MICHAEL CASSIDY / VERVITS LYNCH I APN 260-276-07 APN 260-261-17-02 / / I APN 260-276-12 ° SANDRA WILLIAMS CINDY L KAREN APN 260-276-02 1712 WESTMINSTER DR STEPHEN & KIMBERLY SCHUETTE I o 1644 SUMMIT AVE ' 202 LISZT AVE 1 ��,' / I VILLA I a' 749 HAYDNIDR 1 1761 HAYDN DR 0 / ' / I 1702 WESTMINSTER DR I I � k APN 260-261-18-02 o / / I 40 \646 AVE M / N • � i ' w ° QROfESS/ON B. 9l C4oG� 20 0 2G 4C J H PLANNING ■ DESIGN ■ CONSTRUCTION NG. CE981 SCALE: 1 "=20 ' pz * * 5050 AVENIDA ENCINAS, SUITE 260 r9rF CI I (0��\� ■ ■ ■ CARLSBAD. CALIFORNIA 92008-4386 0 C A N S Ll LT I N G 7so.a7ssis3 FAX 760.476.9198 www.RBF.com - APPROVALS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. ° rl) REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT IMPROVEMENT PLAN FOR: °o PLAN') PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED 0079-SI DELETE RAMP 2.5" CITY OF ENCINITAS BRASS DISC 'n (ENC-48, PT N0. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) i REVISED PLANTER. ENGIwIIR: ` '' DATE: �°�G BY. BY. PETER COTA-ROBLES CURB, GUTTER, AND SIDEWALK IMPROVEMENTS a A$-OVILT 9-13-�I OF SANTA FE DRIVE WEST OF I- INTERSTATE HIGHWAY 5. VERTICAL AS SHOWN MATTHEW B. CAPU T WORK PROJECT NO. CMS09F SHEET 7 OF 21 o ELEV 171 .227' (NGVD 29) . s/3o/lo DATE: �.� �D DATE: R.C.E. NO. 69815 EXP. _ RECORD OF SURVEY 18416 . _z Y t ui CONSTRUCTION NOTES N o -- -_ I - - __ - - Oj CONSTRUCT MESA BUFF COLORED TYPE G CURB & GUTTER aN to S 8 PER SDRSD G-2. olnoa i 4 17rn to cV wgc+a . N - _ _ _ _ - o 0 O CONSTRUCCT&MESAOBUFF COLOREDPPAN.SIDEWALK PER SDRSD + r1 \ � 113 CONSTRUCT 4" AC OVER 6" CLASS II AGGREGATE BASE. ro I g -- $ N N ao `O cq 1 '+ ° - + O CONSTRUCT 1 OEWAYEPE 3 SDRSD G-14 WIDTH PER PLAN + + - 3( - rn o N _ M Y O SEE DRIVEWAYIDETAILS R S D, o°o d M s¢i -i q 27 1 5 �m ao w - I ( INSTALL SALVAGED MAILBOX PER DETAIL 2 ON SHEET 3.C.4 Q n` 36% ppy ,� zo 0) m -1 ® RAISE WATER METER TO FINISH GRADE, WORK TO BE ,, ^^' V 'ul I-^ W - ao Ih - _ \ o o I - to _ 4 , CD 0 � � � PERFORMED BY CONTRACTOR. W v 0 Ld I +o M O � O �j� O (Loo (D I _ +^ ,� Y o N s r M In \ N ° z� rn ? Q ~ 10 INSTALL TREE ROOT BARRIER PER DETAIL 11 ON SHEET 3. 1 � + °0 N IIS t _SIF N N5 iO wv M � W CONSTRUCT WALL OR CURB. SEE DRIVEWAY DETAILS. 6• CURB TYP 1 (n w 11 C O � � n rr O I • p• � 1 � � W � i �•� �� ^ W I O� o -� �. + _ __� o - - -_ __ -- �� _._ ___ - _ c2 _ I U y(n 13 CONSTRUCT ROLLED CURB & GUTTER PER DETAIL 6 ON LLI W o \\ + N I IDENTICAL POINT �'' � L) \ ° ao SHEET 3. v�o n O Z 1-4 Ga� M O+ M + I U N� 0 \ ¢ uj 00 �N W f _- r _ . _ _ _ + rn o w rM - \ \° �S� + a� 'g w w^ 17 TRANSITION TO ROLLED CURB & GUTTER PER DETAIL 3 ON _t N N N - In N ^ I N �\ __ 0+ .- Z (/ / SHEET 3.to , U 31 + _ Iw \ L ! �"f PCC DRIVEWAY. 5.5" PCC OVER SUBGRADE o `�s u� `8d= ^ ^ PROPOSED- OF CURB fTfP) + Z 27 CONSTRUCT Q 4 J COMPACTED TO 90%. SEE DRIVEWAY DETAILS FOR PRECISE c v `O• oo a co+ \,�9`�; U GRADING. r � o ++ v m I ® CONSTRUCT ASPHALT DRIVEWAY. 4" AC OVER 6" CLASS II Iv IM rn � N N N co AGGREGATE BASE. SEE DRIVEWAY DETAILS FOR PRECISE 125 N+ an o GRADING. O �.£ (i)� r+ � N \ 3 N CONSTRUCT FENCE. SEE DRIVEWAY DETAILS. + to 04 n n `r M 39 SAN DIEGUITO WATER DISTRICT TO RELOCATE WATER METER v ( 05 © OUTSIDE OF SIDEWALK. CONTRACTOR SHALL NOTIFY SDWD A 00 n N N I MINIMUM OF 2 WEEKS PRIOR TO COMMENCING WORK IN THE °+° - ° 4.84 i= - - - - _ AREA. w m EXISTING GROUND AT $ ( FACE OF CURB (TYP) M N _ 1 41 NEW TREE PROVIDED BY CITY, CONTRACTOR TO INSTALL.r _ -__ -.. _ SEE DRIVEWAY DETAILS. N N S�9 I - 1 �/�/� �/� co t 43 SAN DIEGUITO WATER DISTRICT TO RELOCATE WATER METER 1+00 1 2TW M- - ` -- 1 4"FOO INTO SIDEWALK. CONTRACTOR SHALL NOTIFY SDWD A + N MINIMUM OF 2 WEEKS PRIOR TO COMMENCING WORK IN THE N N N AREA. 120 (n . + I!1 : 3 NN NN (y z �+ ° PRQPSEQ TOP OF CUR$ PROFILE SCALE: +MIZ. 1°-= 2A'- O VERT. 1 "= 2' CID I + d' A i Q� CURB DATA TABLE '0 BEGIN ROLLED CkG TC STA 14+11 .82 �1 CAUTION! ! PROTECT IN BEARING/DEL1A RADIUS LENGTH NOTE Z IPLACE EX. GAS LINE. 114.52 TC 114. 10 FL STA 10+89.25 EC � �, 1 02°35'03" 1200.00' 54. 12' 6" CURB & GUTTER BEGIN TRANSITION TO ROLLO CkG 3 � $ : 5 131 . 1 TC Y' -- -- 2 N29 35'34"W -- 18.22' 6" CURB & GUTTER n TC STA 14+01 .82 GIN TRANSITION TO 6° ___---BEGIN 15°41 ' 18" 600.00' 164.29 ' 6" CURB & GUTTER �� co 5 TC STA 12+71 .76 EC 114.98 TC - TC STA 14+65.64 7.30'RT _...__w v -- > 4FL-- 00 4 N45° 16 '52"W 130.05' 6" CURB & GUTTER Z �- + co - - �� _ _ _� _ _ 120.66 TC _ 5 _ -- - - 1 11 .94 TC/111 .53 FL -- U7 5 N45° 16 '52"W 10.00' TRANSITION TO ROLLED C&G x ?� W > R/W- - _ - - - - iR 6 N45° 16 '52°W -- 16.00' ROLLED C&G - 5 TC STA 14+27.82 ° WESTMINSTER DR 5 5 � -w- 113.90 TC 11350 1 GOp TC STA 11+07.47 BC n + 0 O 7 50 34'48 10.00' 8.83' ROLLED C&G 129.70 TC ^"- r 8 83 ROLLED C&G 29.62_FL +;w - } - -W f w- w + . - °_ S �'G O -- 10.00' ROLLED C&G � +o w -S -' � � N� 0 3 13 n� G-"' 3 _ 10 N450° 1 6'52"W 12.38' ROLLED C&G 10.00 = ._. S-- -r '14+50- In -- # "�Nw RXa;' `rw _ -� �. 17 12 N49°55'48"W 10.00' 18.00' TR6NSCURBN&TGUTTER&G Q w 48 0 c4}`ICn- 13+ 5 g ^ . 9 1+5 G,yam x r w 4 1 0 1 �� 1 13+00° - 8 g �" Lli E 2 "' 27 :' i" ! " , • ... .`: . X12+ :In L :- 3 0 - 12+50- 3'� (n W � :. :._ _. _ .� rte.. .' ', .. c - , r17 �•. M O 1 I ,., 1 ,. �'- _ of r �(.k �,7 11 ' 1 _ 7 38 I c_ � _y.�-- TC w BEGIN 6" C&G � (10 ` .. .0 . 11 ..} . _ STA 14+35.54 14+75 C) , • C STA 64 \ fR/W- f 1 _ - 27 3.65'RT PRC ' (7.30' T)�� 113.43 TC 113.01 FL �bi 2 GR - 27 111 . r, 57 TC BC m AY Z (n -.,. . " ( CONCRETE TC STA 14 3 70 RT � TC STA 14+43.26 +83.33 PRC w 11 7.30'RT EC ' 111 .31 TC w \ +! 112.96 TC/112.54 FL APN 260-276-08 � _ I (� 0 ' BRETT ELLMAN \ TC STA 14+91 .20 PCC Q 1736 WESTMINSTER DR �' 111 .05 TC CD I ' \ ` APN 260-271-01 APN 260-271-12 APN 260-271-11 APN 260-271-10 1 180 WESTMINSTER ADRCE BARNARD I 18201 WESTMINSTER DR I 6830 WESTMINSTER pR LIVING I DOUGLAS VANSCHOIK DOUGLAS / APN 260-271-08 I \ JOYCE CROSTHWAITE WILLIAM WARE / mo ' ' \ \ I I 1842 WESTMINSTER DR PREMILA BOVIE-WARE I I 1857 MONTGOMERY AVE I r� ' \ \ I I N O of 21 0 20 q`, 6 _ �oQ wFBSS;Op9l SCALE: 1 "=20 ' N .� PLANNING ■ DESIGN ■ CONSTRUCTION V � m Q NO. C69815 Jl�T CIVIL Q�.l\�' ■ ■ ■ CARLSBAD.NCALIEFORNIA 92008-4386 5050 fOF CALIF CONSULTING 760.476.9193 • FAX 760476.9198 • www.RBF.com M o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 0 n 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: j Qi CONCRETE ORIVEWA'!, p,t : (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN p RAMP OF SANTA FE DRIVE WEST OF BY:�s'� CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) 0079-SI Q AS-6VIL-r 9-Ij-I INTERSTATE HIGHWAY 5. VERTICAL AS SHOWN ENGINEER: DATE: �a BY: _ PETER COTA-ROBLES CURB GUTTER AND SIDEWALK IMPROVEMENTS ELEV 171 .227' (NGVD 29) . MATTHEW B. ca zl RECORD OF SURVEY 18416. R C.E. NO. 69815 EXP. 6/30/10 DATE: 7 13 /O DATE: WORK PROJECT NO. CMS09F SHEET 8 0 F 21 o O 0 cn + 0 CD i ^ ^ a 13ROJ CT fol -OF } In w 6" CURB (TYP) � S N ° PROPOSED TOP OF CURB {TYP) + __ _ ____ 1 N CSI r7 °. r� a )C4 99.75 TW n ro n ° 98.01 FS 2 + rn a 4 ? m ° ° m _ 1 97.00 TF / 2 n o N r �� oo N - .50 TW 98.37 FS TW Y5 + o _ _ ; e 1 + ao Ofc� \ o - 97.00 FS -� o o n h <0 0 r7 0 - _ . 1 9 -� 3 CONSTRUCTION NOTES 00 ao + Ici m y MATCH EXISTING ! " ' ' Q N+ ^o } N o N v i 18 TC STA 17+60.6 _ 17+50 / Ol CONSTRUCT MESA BUFF COLORED TYPE G CURB & GUTTER Lli om m °' \ (96.7 FL FS - - g 4 v y PER SDRSD G-2 G� v e1'I+ ^ 03 Nrn r? ° -.-.-- 1 -- O2 CONSTRUCT MESA BUFF COLORED PCC SIDEWALK PER SDRSD co =w N+ 0 + cO Ln o ° v ° BEGIN 6" C&G 23 TC STA 17+36.64 ECR EC S f_ G-7, G-9 & G-10, WIDTH PER PLAN. f c ° Loo_ _ r1 m I 98.29 TC v 1 S + M 0 TC STA 17+53. 11 47 U � ^ ^ 7�$ cD o ° 1 25 97.83 TC TW 47 ~ 1 05 ° m # 97.30 FL I -v - TC STA 179 31. 11 O CONSTRUCT 4" ON OVEET6" CLASS II AGGREGATE BASE. r , 1 LLI I n co I 98.00 TC W LIJ W EXISTING GROUND AT + N S 97.67 F It U J 12 n _ O5 CONSTRUCT DRIVEWAY PER SDRSD G-14D, WIDTH PER PLAN. z FACE OF CURB (TYP) \ M v - "f6+5�0 _ SEE DRIVEWAY DETAILS. H p) gyp N B (00 1- o - 2 11 CONSTRUCT WALL OR CURB. SEE DRIVEWAY DETAILS . + >8 0 45 7.5' 10' 5' ! 45 (� Q w $ ° ° o Z `1, W, CONSTRUCT SPEED TABLE PER SECTIONS A & B ON SHEET 2 . ID �. ------ 12 o ~Q 1 \ rn m z - N---- -` 47 s 26 47 18 TRANSITION TO 0" CURB PER DETAIL 4 ON SHEET 3. Q BS + r7 ¢ In w 8 Im �� a � . I o .� TC STA 17+36.27 33.25'LT 0 Im 22 CONSTRUCT CURB RAMP PER DETAIL 9 ON SHEET 3. 4 i O+ • m to I- a 9 1 97.6 TC m� zoo o 97 1 FL - O CONSTRUCT CURB CHANNEL PER DETAIL 10 ON SHEET 3. 9 '�� ^mm - f ___ - -- spY m wllr� wco w W TC STA 17+60.61 34.03'LT L 7 y4 �, 6 y Y O CONSTRUCT SPLIT FACE LAPAZ COLOR BLOCK RETAINING I m� °' =a 96.7 TC 23 __ �_ -- G-r u , WALL PER SDRSD C-2. H= 3' MAX. 1. 7p� cxa 96.2 FL a = a� rn 97. 17 TC n 96.95 TC _ _ - -'x > - ® CONSTRUCT PCC OVER 6" CLASS II AB. SEE SECTIONS A k B ON SHEET 2. �^ _ =- -_ -x = 96.45 FL -- 96 .84 FL - -- �/� 10 _ _ - - 27 CONSTRUCT PCC DRIVEWAY. 5.5" PCC OVER SUBGRADE 16+00 17+00 w CURB - - COMPACTED TO 90%. SEE DRIVEWAY DETAILS FOR PRECISE RAMP w GRADING. °_ �M o 29 CONSTRUCT CONCRETE PAVER DRIVEWAY TO MATCH EXISTING. SPEED TABLE DETAIL O PROPOSED TOP OF CURB PROFILE r7 0'w SCALE: 1 "= 10' AGGREGATE ABASE.OSEE DRIVEWAY NDETAILS OFOR PRECISE N qt0- 0 MM GRADING. SCALE: HORIZ. 1 "= 20' 0) U =Ir`+ °p- VERT. 1"= 2' + L)r r cD m �°- rn O INSTALL CURB OUTLET PER SDRSD D-27. CONNECT TO EX. - SD PIPE. to 0 r,) 5- - - 03 w ® 05 O PAVEMENT. TH[ICKNESSMVARIES PER CROSS ASECTION AB ON SHEET 2. CONSTRUCT 4" CURB POP-OUT PER MODIFIED SDRSD G-1 (4" �a l APN 260-274-03 0� APN 260-274-02 RILLIE JANICE L SEPARATE PROPERTY CAUTION ! PROTECT IN JAMES & DEBBIE HOWELL I TRUST 02-17-05 fl PLACE EX. GAS LINE. �' ° Q` t 1879 WESTMINSTER AVE 1883 WESTMINSTER AVE 1 5 < < .-,- /` a0 !f ., r #°,` ; t Cp } �" yam. . Li WES LU LS' � I�uu s r _ (- uj ER 15+00 _ / �. 1 - i: . �n ��1TC STA 31 .63 EC / _ CURB DATA TAB o' 6+00 N _ 104.42 TC��_ + • . '_. ' . ' / +0� BEARING/DELTA URADIUS TALENGTHLE NOTE - _ I W - 2 - - - • g='�_ 1 15 002'47" 550.00' 140.42' 6" CURB & GUTTER - - "---�� R o . 16+50-. / G 3 - � ,W, - - W �_; 2 N29° 11 '47"W -- 57.60' 6" CURB & GUTTER } \ y 29 27 �W ." v 2- '- G - - t - �- / 3 146°49'53" 18.50' 47.41 ' 6" CURB Sc GUTTER Q \ °+ ,t `'►� - _ 0 >t _. / xj -" 4 N62 021 '54"W -- 16.48' VARIES 4"-6" C&G* n .. �-�� Lo \ --, � G S / / /� 5 N62°21 '54"W -- 7.50' 6" CURB Be GUTTER 2 - --_ _ / Ci ° � � ¢` � 6 N64' 10'37"W -- 17.50' VARIES 4"-6" C&G o Q I ` �. 10 1� f '� /� C� 7 N64° 10'37"W -- 7.50' 6" CURB & GUTTER o I-- L1`J \ \ TC STA 16+89.23 BCR BC' ' l // ` 8 N82°21 '54"W -- 6.21 ' 4" CURB ** o O Ljj V 101 .63 TC \�� I -- M' _ 9 68 035'29" 2.00' 2.39' 4" CURB ** APN 260-271-15 / 'G / i 10 N75°26'30"W -- 5.93' 4" CURB ** ° APN 260-271-16-01 TST FAMILY TRUST 11 N27°38'06"E 3.00' 4" CURB ** r JAMES & KARIN MATHER \ 1867 MONTGOMERY AVE rl) r, W \ 1863 MONTGOMERY AVE 4" CURB & GUTTER INCLUDES TRANSITIONS TO 6" CURB.bi I tea:- REFER TO CURB PROFILE z Z \ \ Igo. \ SEE IMPROVEMENTS ON SHEET 19 ** TYPICAL FOR EACH POP-OUT _ - 3 J APN 260-271-16-02 ° KEVIN LANDIE 3 U I \ 1861 MONTGOMERY AVE \ / H � '' SEE SPEED TABLE DETAIL HEREON g \ \ �� N w \ ON I M i a i * / OFESS/ R 0 J Q °Q Q 6" CURB l GUTTER CONTINUES h / WEST TO SCHOOL DRIVEWAY. = PLANNING ■ DESIGN ■ CONSTRUCTION z N0. C69815 20 0 20 3 60 j Q fr C!V1L �� ■ 5050 AVENIDA ENCINAS, SUITE 260 SCALE: 1 "=20' Q OF CAUF CARLSBAD, CALIFORNIA 92008-4386 U CONSULTING 760.476.9193 • FAX 760.476.9198 • www.RBF.com o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 0 n EXISTING PAVERS 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: PROTECTED Roo (ENC-48, PT N0. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN 0078-SI CONCaETE ADD CvR6 OF SANTA FE DRIVE WEST OF - CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) Q INTERSTATE HIGHWAY 5. ENGINEER: DATE: 7o/D BY. BY: CURB GUTTER AND SIDEWALK IMPROVEMENTS B. INTERSTATE VERTICAL AS SHOWN PETER COTA-ROBLES � � AS-BUILT 9-1a-II ELEV 171 .227' (NGVD 29) . MATTHEW B. CAP02r 7 RECORD OF SURVEY 18416. R.C.E. NO. 69815 EXP. 6/30/10 DATE: / �3I0 DATE: / &e) WORK PROJECT NO. CMS09F SHEET 9 OF 21 4J CONSTRUCTION NOTES o O1 CONSTRUCT MESA BUFF COLORED TYPE G CURB & GUTTER 3 o r PER SDRSD G-2. } 0 z I i= O2 CONSTRUCT MESA BUFF COLORED PCC SIDEWALK PER SDRSD oo _. �� -- G-7, G-9 & G-10, WIDTH PER PLAN. 15V°/� 155 _ `O p --- t ,� 1 <x Z , M X00 .0 3 CONSTRUCT 4" AC OVER 6" CLASS II AGGREGATE BASE. 9i Z r _ w_,., .'� 10 O SEE DETAIL 1 ON SHEET 3. j ( oX z 1, ~r? �i W+'. O 09- 00 '\ -__-_-- r w + ° co 40 CONSTRUCT MESA BUFF COLORED 6" CURB PER SDRSD G-1 . °rn � r a I �O TRANSITION TO ROLLED CURB & GUTTER PER DETAIL 3 ON _ SHEET 3. 7Z 20' VC ?oao N' wono 0 ° ° `° ^ x • ° rn 4 O'I° 11 33 18 TRANSITION TO 0" CURB PER DE TA[L 4 ON SHEET 3. __ -_ n Z it wO+ �A UO ° w o Z ��- +o �n ; .- _. _ - # __ _ v1 21 CONSTRUCT CURB RAMP PER DETAIL 7 ON SHEET 3. r n RAMP m w' a �� oM > a h ° a o � w� rn O ADJUST WATER VALVES TO FINISH GRADE . V ! xocm m �w z a0 m m - z ° m _ co'jD wF c�8 m HIV, .n n Q rn ioo �jq 7x�rin CONSTRUCT MESA BUFF COLORED MODIFIED ROLLED CURB & O ca 000 rn 00) M M 1 N __ z n __w+ c z+ �� N v + °. ° g+ o O c» n �� O GUTTER PER DETAIL 12 ON SHEET 3. ��°© M M o o ;fin �; m° - p 145 150 ��o a N y --- a " w - - DY ° �+ 4 awo} � + v o+ � o � wo+ v � °oom o � wonl CONSTRUCT CURB RAMP PER SDRSD G-27 TYPE 'A'MmF-O O + M t < mF*O mp }_ .r --_-_ 1 .5%. W O+ V ..__ O n 3% 0.40 % 20' VC 1 .88X 1'0% J moo 0 52% ; -__ - QuI,,,,Io+ o ° _ 10.2' _ . 49 CONSTRUCT SPLIT-RAIL FENCE BEHIND SIDEWALK . �m0 CURB ? ® CONSTRUCT 4" MEDIAN CURB PER SDRSD G-6 TYPE B-3. _ RAMP 51 CONSTRUCT MEDIAN ANCHOR PER DETAIL HEREON. oo n INSTALL CONCRETE PAVERS ON SAND BEDDING AND 8" C) o rn ' ro d ( P.C.G. C) a4 - U Opi _ o } } : } _ ___.. ___,- _.-_ __-.__ -D._ N __.......�_. O m °+ + �' U O a O W [ O O O 0 _O ._.._. .O _ 10 O { �-- <� ! _. 145 V Of Oo ° F -- . (D 04 W o(s p ao-ti _ FOOTING 4" B-3 CURB PER G-6 n } r I ro 1 0+00 ko rl-._ _ ..... . ! _ _ __�. ° CV 1 00 PROPOSED TOP OF C PROFILE � POSES Tf�P OPCURB PROFILE � � � +'� � � m Lo - _ w PLAN VIEW SCALE: HORIZ. 1"= 20' ? I SCALE: HORIZ. 1"= 20' 11 13 14 CONC. PAVERS / VERT. 1"= 2' s VERL ! t"- I x6 - 10 10 GALV. WIRE MESH #4 REBAR ® 4" B-3 CURB PER G-6 _ 1 ' CTRS. o � AC PAVEMENT 0+00 1 +00 I #4 REBAR PROPOSED TOP OF CURB PROFILE SCALE: HORIZ. 1 "= 20' ;I 8 VERT. 1 "= 2' ,;, SECTION B-B a '� MATCH EX. I MEDIAN ANCHOR DETAIL .\� TC STA 0+97.31 ( Q N TS A/ 144.03 TIC i- 1 t TC STA 0+90.38 ECG _ V V Q MATCH EX. Q 143.90 TC � � � � . 18 TC STA 0+70.87 0+ 151 .00 TC TC STA 0+87 16 PRC CAUTION! ! PROTECT IN - "- I 143 84 TC _.,4a 7 P\ CAUTION1 PROTECT IN PLACE EX. GAS LINE. C STA 0+ G PR - _ ��, 17Z� PLACE EX. GAS LINE. W CURB DATA T r a ' D ABLE 1 3. C (6) 36 5 6 c�vM a. / Qf ! __ TC STA 0+53.76 E �' - -- ® NG/DEL • •+ TC STA +26.92 PRC R A BEARING/DELTA RADIUS LENGTH NOTE It TC STA 0+77. 16 PRC � 150.06 TC ►- '° 1 74°34'48 6.00' 7.81 ' 6" CURB A ATCH EX. 143.09 0 143.74 TC N -- _ TC STA 0+97.01 BCR TC STA 0+00.00 BC + ; 2 10°37'39' 103.00' 19. 11 ' 6" CURB 10 0 - - f ' .. Uy /,� MONTGOMERY 108. 10 TC _ 3 60°59'36" 30.00' 31 .94' 6" CURB 142.79 TC o W- S 5 3 L'� 55+00 _ 107.62 FL`_ _ y- - _ . _. s 1 4 O +00 •� -TC STA 0+20.39 ECR 4 23 049'29 44.00' 18.30' 6" CURB TC STA 0+07.81 PRC 2 3 ' Rlw C `'� _ 2 " -' 104.27 T ` == t 5 13 0117 44.00' 10.00' TRANSITION 1 143. 163C00 142.70 TC - ^" - G .r . ��!'' _.__ �R/w ,r°�� +00 r� 4 n j -G- 21 -,i 6 92 20'28 2.00' 3.22' ROLLED C&G E ± �� 8 � ._._ -_ . - - +0Q 7 N 55 018'07" E -- 6.93' ROLLED C&G - - A t . _ �. u� 4 -- _._._ � 142.75 TC co •_. 1 ; SEE SHEET 6 FOR C ��' ,� ag � - -`" � _� 14 � - 0 8 N 18°33'46" W 19.21 ' 6" CURB °00 �. IMPROVEMENTS TC STA 0+00.00 �.% 1i -"� 3 - 9 109°58'05" 18.00' 34.55' 6" CURB 50 51 _ 148.34 TIC TIC STA 0+19.21 BCR' - -I U) 10 N 51 028'09" E -- 17 1 ' 6" CURB - 148.24 TIC 1 2 ° 0 142.65 TC o 49 11 N 36 57'39" E -- •( 6" C&G WESTMINSTER DR _..7.,, --- O 12 90°57'34" 8.00' 12.70' 6" C&G a - MATCH EX. -- 6" C&G S-� ' - - �__- CD TC STA 1+15.86 ECR 13 52°04' S- - 4�±p_O 18 107 79 TC 14 N 54°00'55" W 20.00 18.85' 6" C&G `at - - - CAUTION! ! PROTECT I t✓� - I - n 3 15 04°31 ' 15" 92.00' 18' 4" CURB <" - '�` � _ 11 i YOB TIC STAE0+00.0018 ° " Li PLACE EX. GAS LINE. �.��f ` _ . ,� .. 102.77 TC 16 180 00'00 3.00' 9.42' 4 ' CURB � 180000,00" .0 83.000' 91.42' 4° CURB R ro OR -- i t T PROVEAENTSF 'TO 6" CURB TRANSITION t 3 .^ 52°04' -- 1315 0"TO 6" CURB TRANSITION �" 7 �'___ i 04'47.. W W . -- q, 6.. CURB 1 N 20 N 21 N 52° * 6' CURB INCLUDES TRANSITIONS FROM/TO 0" CURB. > i o Q REFER TO CURB PROFILE HEREON. i 22 -- 15' 6" CURB w 3 __ 4.50' 0" CURB 0 a QROFE5SJp4 20 0 20 40 60 �t0 _cv1 B. c- h 3 = PLANNING ■ DESIGN ■ CONSTRUCTION SCALE. 1 ' -20 Z u rn N0. C69815 $ o * >f Q J}' CIVI �.�p� 5050 AVENIDA ENCINAS, SUFE 260 i TftiF C AUE� CONSULTING 760.476.9193 CA FAX 760.476,9M IAA 92008-4386. r) N o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. In I LENGTHEN MEDIAN 2.5" CITY OF ENCINITAS BRASS DISC In REVISED C-UR6 RAMP PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: i (ENC-48, PT N0. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN Q AS-I3uILT OF SANTA FE DRIVE WEST OF �� CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) 0079-SI INTERSTATE HIGHWAY 5. ENGINEER: M MATTHEW B. CA DATE' 1°zC BY: BY: CURB, GUTTER, AND SIDEWALK IMPROVEMENTS VERTICAL AS SHOWN j PETER COTA-ROBLES ELEV 171 .227' (NGVD 29) . RECORD OF SURVEY 18416. R.C.E. No. 69s15 EXP. 6/30/10 DATE: 7 /� /O DATE: -;=7'/ WORK PROJECT N0. CMS09F SHEET 10 OF 2 1 CONSTRUCTION NOTES O INSTALL GRAVEL BAGS VELOCITY CHECK DAMS - TWO BAGS WIDE, ONE BAG HIGH (SEE DETAIL THIS SHEET) . O2 INSTALL SILT FENCE AT R/W (SEE DETAIL THIS SHEET) . 4) INSTALL GRAVEL BAGS ONE BAG WIDE, ONE BAG HIGH - Q AT TOP OF DRIVEWAY PRIOR TO ANTICIPATED STORM EVENT 5a°"°—'°�'=°m Q DIRECTION OF 1 LIP OF GUTTER STREET FLOW 2 _ - --- -___ 4f 40+00 ___._ 0 36 ---- y - SUMMIT AVE � � � 39+00 �:- ...... -�,; 1 YYeMa.r – - � _ — _ ....... _ „„ ,a..- 50 38+00 �-=+-- VA FACE 0 CURB 3T+OB —_ �, _ �— — —li— _—_ - 1 4 4 ° —1 50 TYPICAL T LS I E F R A EXTEND RAGS TO EX. E OP m PROPOSED IMRPOVEMENTSF 54 4 LIJ Z a . r ° ---- k - - - _ -*" y r_ -> 1¢ - T GRAVEL B AG PLACEMENT DETAIL a a — - \ t401 , 'a \�, 1 a . �< _ ' - ° _ _ _ ' -.- f'.145` - ,a `r - o : a a _s w S 1 , cc L k . ....... .. z EXTRA STRENGTH FILTER FABRIC APN 260-261-19 / APN 260-261-20 / APN 260-261-02 APN 260-261-11 / APN 260-261-12 / APN 260-261-18 NEEDED WITHOUT WIRE MESH 1 ' 1613 HAYDN DR 1606 SUMMIT AVE HAYDN DR SUMMIT AVE SUMMIT AVE 1644 SUMMIT AVE 3' MAX. \ , k -""° 1646 SUMMIT AVE STEEL OR 2' MIN. W000 POST ATTACHED FILTER FABRIC NN SECURELY TO UPS 1. t ti _— — SIDE OF POST ° \0 FLOW \ III=jJI ( —�11�1 10' (3m) MAXIMUM SPACING 6IT( 1W8m) MAXIMUM SPACING ' rr WITHOUT WIRE SUPPORT FENCE pl > *SILT FENCE BOTTOM EDGE TO BE BURIED ` Q TYPICAL SILT FENCE 5 .(n-�r it N.T.S. m Q r { _ � --� _ _ EST � _ 4 T 1 __ 4 WESTMINSTER DR W , bi _ Z D Lli Lli r ° /r ° Gt ' ° 1 e 4 n. S .. p l F. ° ' v k r r �a. , APN 260-261-17 ' APN 260-261- Pj / / I APN 260-276-02 APN 260-276-11 PIN 260-276-12 APN 260-276-07 1648 SUMMIT AVE ' 1656 WESTMINSTIR DR / I 1702 WESTMINSTER DR I 1712 WESTMINSTER DR 749 HAYDN DR I 1761 HAYDN DR I LISZT / / / I I I I �oQ�OVEESS/OH'l yQ Y PLANNING ■ DESIGN ■ CONSTRUCTION 20 0 20 40 60 u � m N0. C69815 a * * SCALE: 1 "=20 ' IN- 5050 AVENIDA ENCINAS, SUITE 260 sr'TE fi C Al1F�Q�\ ■ ■ m CARLSBAD. CALIFORNIA 92008-4386 CONSULTING 760.476.9193 • FAX 760476.9198 • w RBF.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. AS-E5UILT 9-13-II 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN 0079—SI OF SANTA FE DRIVE WEST OF �� CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) INTERSTATE HIGHWAY 5. ENGINEER: DATE: ; /* BY: BY: VERTICAL AS SHOWN MATTHEW B. C I PETER COTA—ROBLES CURB, GUTTER, AND SIDEWALK IMPROVEMENTS ELEV 171 .227' (NGVD 29) . RECORD OF SURVEY 18416. R.C.E. NO. 69815 EXP. 6/30/10 DATE: DATE: WORK PROJECT NO. CMS09F SHEET 11 OF 21 CONSTRUCTION NOTES O INSTALL GRAVEL BAGS VELOCITY CHECK DAMS - TWO BAGS WIDE, ONE BAG HIGH (SEE DETAIL ON SHEET 11 ) . 0 INSTALL SILT FENCE AT R/W (SEE DETAIL ON SHEET 11 ) . INSTALL GRAVEL BAGS AROUND INLET (SEE DETAIL THIS Q / 4 INSTALL GRAVEL BAGS - ONE BAG WIDE, ONE BAG HIGH - o O AT TOP OF DRIVEWAY PRIOR TO ANTICIPATED STORM EVENT co �CD �V ( 5^ 46+00 . _. WESTMINSTER DR �� 1 /L ce � U ' + - — > d �M 1 �r J r� <? �\ . (— -- LLI U) y� f a o ` ,r APN 260-276-08 jr " ?° ..._...._ 4 4 \ - 4 - - W 1736 WESTMINSTER DR 3 <°_. — — `�. — I — _ T {I ,y I_ 4 LJJ Z: L.I 1-4 I (n J APN 260-271-01 \ \ 1810 WESTMINSTER DR I APN 260-271-12 APN 260-271-11 APN 260-271-10 APN 260-271-08 APN 260-271-16 I 1820 WESTMINSTER DR 1820 WESTMINSTER DR I 1842 WESTMINSTER DR I 1857 MONTGOMERY AVE 1861 MONTGOMERY AVE I \ 1863 MONTGOMERY AVE I I I ( I I I \ I z � l a - 2 GRAVEL BAGS � � O PROFILE M -" Te O / _,- O F FLOW 0 DIRECTION 0 _ x 1 - Y j 55+00 , 1 1 El _ - y. x ` - PLAN - .es et .._ ,, a a 1 — a _ jil VA __ j 1 .a., x 2 O�PER I METER �O ° -- 2 GRAVEL 3 - Q AVEL BAGS HIGH (OMIT ON ( ) AG ON TOP ROW FOR INFLOW) Q - • � 1 o �� Al �t �",__ 2 1 - _.-�2+00 ` � „ , �. .; �— ��-« - - �L TYPICAL INLET PROTECTION DETAIL v V) m APN 260-271-15 '� '<. ''�' e' � -- , r�sx " yam x- ` N.T.S. Q 1867 MONTGOMERY AVE r 4 bi CD Z W LJJ -10 Lo LLJ r GOO'— PN •.. CD j4- x O L ° Y^- / Q I i CL / / QROFESS/pNq o J / / H PLANNING ■ DESIGN ■ CONSTRUCTION 20 O 20 40 60 z N0. C69815 a * * J 5050 AVENIDA ENCINAS, SUITE 260 SCALE: 1 "=20' ��lf FI CA ��\� • ■ • CARLSBAD, CALIFORNIA 92008-4386 v CONSULTING 760.476.953 FAX 760.476.9198 • www.RBF.com co REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. A5-BUILT q-I''11 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: i (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN Q OF SANTA FE DRIVE WEST OF � CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL — SRTS 5446(013) 0079-SI a INTERSTATE HIGHWAY 5. ENGINEER: DATE: a°/o BY: BY: CURB GUTTER AND SIDEWALK IMPROVEMENTS VERTICAL AS SHOWN PETER COTA—ROBLES ELEV 171 .227' (NGVD 29) . MATTHEW B. CAP zl �3 �o RECORD OF SURVEY 18416. R.C.E. NO. 69815 EXP. 6/30/10 DATE: DATE: WORK PROJECT NO. CMS09F SHEET 12 OF 21 WESTMINSTER DR R1-1 E /W- - _ "STOP" LEGEND / "STOP" LEGEND �- \ W/STOP BAR ti W/STOP BAR -- v SUMMIT AVE _ " WHITE STRIPE PM x � E SNS \ RL 1-1 W1-7 RL �p \ `p TYPE N \ R2-1(25) RL "STOP" LEGEND RL R1-1 \ W/STOP BA N RDI AVE Is�ti P RL R1-1 F- \ \ �Z 1 -4 ; \ \ = WWO , U m Q � W = RU ENSTEIN DR 350' 1 � W _ �R1-1 W J - - Jt/Ir- - - �— E SNS S1-1 R1-1 E +� — m WESTMINSTER DR 14' R2-1(2 S4-3 _ _ _ _ F twQ ¢ _� � 6-9p I - _ _—�2/W- - - - 13' RS R4- - R/W E R26(CA) �I ro 14 RL SNS � ,- ` ~ ',---FRO _ �' MONTGOMERY AvE—`'---�' —_ _ -- E R26(CA) S7-1 RL R1- S4-3 R1-1 TO �` X 12" WHITE �j TO RL R1-1 IMIT LI S1-1 X \ 12" WHITE CHEVRONS W13-1 (15) IS X� PM 16-7 i RP 1p0 PER CA MUTCD FIG 3B-30 (TYP. ) -1 Phl I� 12" YELLOW YELLOW "XING" "SCHOOL" YELLOW "XING" "SCHOOL" X-WALK LINE pM Phl SLOW LEGEND i 17' 51-1 "SLOW" LEGEND SPACED @ 50' APART Iw X/ IS W16_7P1'°) SPACED ® 50' APART i i i LEGEND AND CONSTRUCTION NOTES SIGNING AND STRIPING NOTES: F 1 . INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE / { ❑E EXISTING TO REMAIN. RESPONSIBILITY OF THE CONTRACTOR. N / ! ,`p O IS FURNISH AND INSTALL SIGN(S) AS NOTED. 2. ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF 0 / THE FOLLOWING MANUALS: FROM _ _ SIGN LEGEND 0 To ® REMOVE AND SALVAGE EXISTING SIGN. 1-1 A. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) RL S4-3 FROM RL RELOCATE EXISTING SIGN PANEL. SPEED r B. CALTRANS STANDARD SPECIFICATIONS LIMIT . ® REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED, w // RP INCLUDING RAISED PAVEMENT MARKERS BY SANDBLASTING. C- CITY OF ENCINITAS STANDARD DRAWINGS 25 ® INSTALL PAVEMENT MARKING OR ARROW AS NOTED. 3. ALL SIGNING AND STRIPING SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL R1-1 w13-1(15) R4-7 TYPE N (CA) • EXISTING SIGN (ONE POST) TUBING WITH BREAKAWAY BASE. 4. ANY DEVIATION FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE E + EXISTING STREET NAME SIGN (ONE POST) s� ENGINEER OF WORK AND THE CITY ENGINEER PRIOR TO ANY CHANGES BEING MADE IN " 9�F THE FIELD. / / I / ® S1-1 I� NEW/RELOCATED SIGN (ONE POST) N /� o. 5. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLAN SHALL BE NEW SIGNS PROVIDED o W16-7p W1-7 + RELOCATED STREET NAME SIGN (ONE POST) AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY /F w / SCHOOL S4-3 R26 (CA) INDICATED TO BE RELOCATED OR TO REMAIN. IS S1-1 EXISTING LANE DIMENSION + / + W16-9p AHEAD W16-9p SNS STREET NAME SIGN 6. ALL LIMIT LINE/STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS i QQOFESS/p4' (EXCEPT BIKE LANES) SHALL BE THERMOPLASTIC. > %p 7.7. CONTRACTOR SHALL NOTIFY CITY ENGINEER AT (760) 633-2705 A MINIMUM OF FIVE (5) PLANNING ■ DESIGN ■ CONSTRUCTION WORKING DAYS PRIOR TO AND UPON COMPLETION OF STRIPING AND SIGNING. o + a � N0. 62562 � i 40 0 40 80 120 5050 AVENIDA ENCINAS, SUITE 260 �f FIV � \E��\! m ■ ■ CARLSBAD. CALIFORNIA 92008-4386 U SCALE: 1 "=40' C ❑ N 51..1 LTI N G 760.476.9193 • FAX 760.476.9198 • www.RBF.com oll O REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0 SIGN _rca-rtoN itGn 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO SIGNING AND STRIPING PLAN FOR: -rFr OF SANTA FE PT N0. EWE ON NORTH SIDE HORIZONTAL AS SHOWN /�/J CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL — SRTS 5446 013`/ 0079—SI Q A8-BvtLr a-I3—n OF HIDGHWAYWSST OF ENgNEE . — DATE: �' ✓ '/D BY: /�� BY: ELEV 171 .227' (NGVD 29) . VERTICAL AS SHOWN DAWN IrnLSON PETER COTA—ROBLES CURB, GUTTER, AND SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416. R.C.E. NO. 62562 DATE: 49// DATE: q11fn&V WORK PROJECT NO. CMS09F SHEET 13 OF 21 1606 SUMMIT AVE 1635 & 1639 HAYDN DR 1645 & 1647 HAYDN D APN 260-261 -20 APN 260-261 - 11 � APN 260-261 - 12 R `_)UMM I T AVE o�� -- 0 - -F - 39+00 SUMMIT AVE 00 40+00 - - - __.___ _ ! � � � EX. TREE � G r, _ _� r �- 5x G -- - - -- G � G- PROTECT I N RELOCATED r - L, -r —G U _ -- aril TREE TO BE POWER POLE -- -- ADJUST EX. WATER AFTER PLACE 1� -Fg_ i -G— --- --C REMOVED I TO FINISH GRADE --__ .___-. _ --.__. ___ ___ . _� -- ._---- � G M'v NECESSARY FOR_ . - �c� 148.09 FS 92 FS �� POLE RELOCATION :Lo ____- ^ Jk .._._ - - n 47.39 FS Nscal INSTALL MAILBOX.10__ _ Um. . . ; 47!78 . - PROTECT IN PLACE =r - J _ p I'S d - v _. .14,5.60 FS :' r d 146. 3 FS 14 ' EX. BUSH. +n . - 33 FS _ . 1 148. 1 - �� . . ` . �s` � ,,,b `:-�� ." _. � �, '` �� ^ - � 4 27_F � REMOVE FIRST 3 k .< ! '} fir- _ . T - BOARDS OF WOODEN ~� -+- Q — __ — .= } _ _ _ 147.51 FS /_ t - - P a STAIRS & INSTALL LIMITS — . - -F R/W r +-- — --rtir _ -M _ -- 1 i' SUPPORT BEAM AT 4TH OF WORK - _ - -'--'--.- �i - _ - i , _ _ = '- _\ U BOARD. r _ �- - -.u. . p- �`- U INSTALL ! / P LIMITS „ ,:' - - �t47} - __� i RELOCATE' _ r AIL GRAVITY a - i 1 ---- M BOX PROTECT TIRN PLACE WOPo( ,, _ -.. 147.20 RE CATN6 E.X. WALKWAY, '`'7 " W - -� DINER POLE- WALL GATE, & AWNING L - - - + / PROTECT IN PLACE " �"" OF W _ 4 - _ 1 5 INSTALL 147.40 -EX TREES (4) �_ MAILBO) / _ ' EX. PLANTER EX. TREE f - PROTECT IN PLACE , _ -- {� EX. WALL. PROTECT IN PLACE � � � y EX. WALL PROTECT IN PLACE �� CONCRETE PATH 143.90 " __' & STEPS, , ` PROTECT EX. WALL PROTECT IN )WEP 145.00 IN PLACE , PROTECT IN PLACE PLACE )W EP., DRIVEWAY / REMOVE & REPLACE EX. CONCRETE/ � MOW CURB IF DISTURBED. / / RELOCATE EX. LIGHT IF / d NECESSARY. ` Ix / PLAN VIEW / SCALE: 1 "=10' AN VIEW 0 CA ' / PLAN VIEW / SCALE: 1 "=10' 152 w 0 I J Nw 150 �= 150 m riL) 12. 79' '� I 150 a 150 R W � I M n a 1 . 148 5 148 v R W 1 0 2.37' .67' 13.91 ' / 2* 148 /w 148 11 .7 4 5' I _ 1 R W C� a- x m x 146 1 .7 X X x a J s w N w 0 v w w a x ow v env � � 1� °• v 146 fy 3 v aor x z w v > � � r� < w . f � w n v 146 . o ^ w c9 w v � _ r- C) w r 144 Inr a� w ui © OO co � m Y o � � � � It F- 00 144 144 144 mm w Z w DRIVEWAY PROFILE SCALE: DRIVEWAY PROFILE DRIVEWAY PROFILE � 0 HORIZ: 1 "=10 ' SCALE: 0 VERT: 1 "=2 ' HORIZ: 1 "=10' SCALE: o VERT: 1 "=2' HORIZ: 1 "=10' VERT: 1 "=2 ' v w NOTE: 1 . CONTRACTOR SHALL CUT & CAP EXISTING IRRIGATION SERVICES AT THE BACK OF WALK LINE. REINSTALL 7 REMOVED SPRINKLER HEADS DIRECTLY BEHIND BACK OF i �pQ WFgs NAB 2. EXISTING LANDSCAPING TO BE REPLACED IN KIND TO BACK OF PROPOSED SIDEWALK, UNLESS OTHERWISE NOTED. a % Z PLANNING ■ DESIGN ■ CONSTRUCTION NO. C69815 3. EXISTING TREES TO BE TRIMMED TO A MINIMUM OF 7' ABOVE FINISHED SURFACE OF PROPOSED SIDEWALK. o * * 4. EXISTING BOULDERS TO BE RETURNED TO PROPERTY �rF ICAUFO��\r ■ ■ CARLSBAD. F CALIFORNIA 5. CONTRACTOR SHALL REMOVE & RELOCATE EXISTING YARD C❑ N S LI LTI N ES 760,476.9193 • FAX 7604769198 • wwwRBF.com LIGHTING TO BACK OF WALK. 0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK. SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 0 d CONCRETE DRIVEWAY Ln 2.5 CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED WIDEN S1gEWALK AD^._ -- WAK (ENC-48, PT N0. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN APPROVED DRIVEWAY DETAILS SHEET FOR: -- L AS-5u1�T OF SANTA FE DRIVE WEST OF 0 9-13-II INTERSTATE HIGHWAY 5. c BY: CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL — SRTS 5446(013) 0079—SI VERTICAL AS SHOWN ENGINE ER: /'- DATE: �' Icvd — BY: CURB GUTTER AND SIDEWALK ELEV 171 .227' (NGVD 26. . MATTHEW B. CA I 7 � PETER COTA-ROBLES IMPROVEMENTS RECORD OF SURVEY 18416. R.C.E. NO. 69815 EXP. 6/30/10 DATE: / DATE: WORK PROJECT NO. CMS09F SHEET 14 OF 21 1644 & 1646 SUMMIT AVE 1648 SUMMIT AVE 1656 WESTMINSTER DR APN 260-261 - 18 APN 260-261 - 17 APN 260-261 - 10 LL SUMMIT AVE FIBER OPTIC TO BE v j RELOCATED BY OTHERS 40+00 _.. -. - m r SUMMIT AVE a WESTMINSTER DR Oi° Of INSTALL^ 1 ' HIGH0 4 .._ r1�- CAUTION! ! PROTECT-1-N-1 F, STONE RETAINING _ EX. STONE al(D PLACE EX X. GAS LINE. M .- -- �-- .. �-•- "°�°" y ' °� 0 n� LHALL TO MATCH G RETAINING WALLS ��, *fir -sue Mr EXISTING. (L=8' ) PROTECT IN PLACE o--1. 3 F o o n r - �- 4+00_. 4+50 . 41+0�- - - + ODE -42+00 10 ,,. - -- -- MESA BUFF In - - -� - Mo - - - - - _ _ - GRAY C 148.44 FS • 149.47 S �� ° COLORED CONCRETE ¢io1 _�� GRAY CONCRETE al^ - - 148.34 FS' IM -------- t, `t a w v. .149.83 FS cn c� a _ w c- _ ' 48.74 FS ., ' 4 �� - OF I TES 5+00- o fo- rl �� 5+50 1 17 FS 4 149.06 F L U1 ! o-- -I 50 CURB 6 -00� 14 4 FS I PP ? 4_. CURB C 149.85 FS _ n °149.32 F is 150 e i' 4! rr X. LANTER OF _ / v 150 13 FS 'I r G a TECT IN PLACETS R W - > J �' _ "�i'Tz,: .,..Tr- =L,.'�-•.�U4 *`_-"'..-.. _;.c,. y`C �� \ `'.1 ..� a +�G„y�} TALL MAILBOX. 150. 16 -t . 150 41 '' " ( )/ 4 -1 _ _ .. i / i 150 15"y ;,. ly ;; 49 X50 4t �~ L __... - OTECT IN PLACE EX. . SAWCUT EX _ `'7, LIMIV S y , M '< 149 ,. ., INSTALL E WATER METERS 2 PAVEMENT AT 4TH zy 150.42 EMOVE FIRST 3 BOARDS OF { ) _ - „ sV�, �s �� EX. TREE R001 -BARRIER PROTECT IN PLACE - r---R W - l EX. WALLS WOODEN STAIRS & INSTALL SCORE LINE " EX. TREE PROTECT " -� EX. PLANTS ;' INS ALL - -PROTECT - -_-- �, . -PAVEMENT EX. MAILBOX - RAW SUPPORT BEAM AT 4TH BOARD. / - / - /� �' IN PLACE a . ��. IN PLACE EX. WALL # EX. WATER METER T , PROTECT IN PLACE IN PLACE ELECTRICAL CAL = EX. WALL .. � I 1ST PROTECT IN PLACE CAUTION PROTECT IN PLACE j PAVEMENT AT EX. WALL • X. PLANTER r � - _ 1 SCORE LINE PROTECT IN PLACE 1 PROTECT IN PLACE / UTILITY! - \ f PROTECT IN PLACE I EX. WALL) •., � { PROTECT IN PLACE METER, IRRR.POLE,QUIPMENT & SEWER L PROTECT IN PLAN VIEW PLAN VIEW loel / SCALE: 1'=10' / SCALE: 1 "=10' I I PLAN VIEW / / r I SCALE: 1"=10' 152 152 152 152 152 7.3 ' 9. 44' 8.3 R(W 10.29 R. 11 81 I 4.94' R/W C2 8% 6. ' 150 1 .73 2. 1 ' A 150 150 1 .7% 150 J 1 .5% I 150 44' W 0 W J X Y 1 Y O .. Z Q W J W �1 1 .7% W Z 3 W C:) H Q O7J L 01 � J i 02 Y / J I 3 ir n roX 148 rnr f7J � � v 148 � ¢ w rno 00 ~ °' O1 n ; u� o 148 i° ~ I 148 o to t~ I 148 < o � _ J 3 YU Y ~ F-� � � _j � < �' Nam I � � gym.-'� � I Y 03 010 F ILI O m N 00 i__ r O.. W lJi Q C�7 LJ co ou � �] ° 146 v a:> 146 146 146 146 z ' I w DRIVEWAY PROFILE DRIVEWAY PROFILE DRIVEWAY PROFILE SCALE: SCALE: SCALE: ° HORIZ: 1 "=10' HORIZ: 1 "=10' HORIZ: 1"=10' o VERT: 1 "=2' VERT: 1 "=2' VERT: 1"=2' NOTE: N j 1 . CONTRACTOR SHALL CUT & CAP EXISTING IRRIGATION w SERVICES AT THE BACK OF WALK LINE. REINSTALL 'o REMOVED SPRINKLER HEADS DIRECTLY BEHIND BACK OF a WALK. 2. EXISTING LANDSCAPING TO BE REPLACED IN KIND TO Q OFESS/pN' BACK OF PROPOSED SIDEWALK UNLESS OTHERWISE o NOTED. ~ PLANNING ■ DESIGN ■ CONSTRUCTION 3. EXISTING TREES TO BE TRIMMED TO A MINIMUM OF 7' Q NO. C69815 ABOVE FINISHED SURFACE OF PROPOSED SIDEWALK. * * 4. EXISTING BOULDERS TO BE RETURNED TO PROPERTY J CIVIL 5050 AVENIDA ENCINAS, SUITE 260 OWNER. Q OF CAU CARLSBAD, CALIFORNIA 92008-4386 5. CONTRACTOR SHALL REMOVE & RELOCATE EXISTING YARD U C❑ N S U LTI N r760.476.9193 • FAX 760.476.9198 • www.RBF.com LIGHTING TO BACK OF WALK. o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 0 n PAVERS PROTECTED 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DRIVEWAY DETAILS SHEET FOR: AS' 6VIL-r 9-I?-tI (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN 0079-SI Q OF SANTA FE DRIVE WEST OF CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) Q INTERSTATE HIGHWAY 5. ENGINEER: DATE: Zo/O BY 8Y: ° VERTICAL AS SHOWN PETER COTA-R08LES CURB, GUTTER, AND SIDEWALK IMPROVEMENTS � ELEV 171 .227' (NGVD 29) . MATTHEW B. CA RECORD OF SURVEY 18416. R.C.E. NO. 69815 EXP. 6/30/10 DATE: 7 l /O DATE: WORK PROJECT NO. CMS09F SHEET 15 OF 21 1720 WESTMINSTER DR 1702 WESTMINSTER DR 1712 WESTMINSTER DR 1749 HAYDN DR 1736 WESTMINSTER DR APN 260-276-02 APN 260-276- 11 APN 260-276- 12 APN 260-276-08 II ( EX. MAILBOX, POWER P W- rn f I POLE, PEDESTAL, TREE, ___-- O AND PULLBOX PROTECT IN _-- J t WESTMINSTER DR _ PLACE w- --- -W f - - tI I ° - ADJUST EX. WATER -' ^ W a0 3 -s- WESTMINSTER DR 43+00_ f W f -� - - r - °�o ? ' TER TO FINISH - c�i; ff o - ' + ApE coo o °1 - W f` GRAY CONCRETE -S` GRAY CONCRETE a -ADJUST EX. k -+� ! ! X. WALL & FOOTING 44+00 + r - 04+ 0 rr INSTALL MAILBOS( 0 1 1 O j G c� _ WATER METER TO � Q v MESA BUFF COLORED r � _Q M_ n tO ADJUST EX. WATER METER PROTECT IN PLACE N r G - 0- J FINISH GRACE ,� -L -T O �I MESA BUFF COLORED - a' _ cnc� .CONCRETE DRIVEWAY i (f) C �`- � - GRAY CONCRETE � � - + _ - � INSTALL Q O" CURB B-f3 tea' TO FINISH GRADE 144.23 FS 9 el �,___ - AILBOX Irj' YEwY1Y 8 5 -9+00 ., _- - g+Op + -In 4' -' v 40.88 FS r.�• - -� �.h :,, 54 F w , 13 .62 FS ' 1+• V" f 45.05 F a ' .n - - '� -" "> 132.32 S 13 71 F'S I v GRAY CONCRETE 145. S ' - = _ . _.. - r-. 143.65 FS • 1f 70 37 76 F : CITY TO PLANT W w . - v 1 9. S _r N 145.57 F$ - AUSTRALIAN WILLOW TREE PER I' 130.45 FS ; 145.26 FS . " ' - �' "`' PROJECT SPECIFICATIONS a 131 .85 FS h 41 .47 F F FS - PR 133.25 S S 4" HIGH x 4" WIDE b q I - - -. 142.63 2 •. • '. 91 s S - ' f - 140 �,� X140.28 � "137. 4 F � 129.6 PHI CURB BEHIND 145.48 F • •14 �_ " X. WALL & FOOTING - 133.38 o . o � - � X. POWER POLE &, ' -<- � ' . • t • _ .-�" CONSTRUCT 6" CONCRETE • - _' - � %� SIDEWALK T ° 4 , ' .d°PROTECT IN PLACE LIMIT EX. POW R POLE \' 145.03 � --'' 1 AILBOX PROTECT 3 e�• '. ' - .- . � �K_ `''_ �g1 1 � CURB (L=9' � • • 12' / LIMITS \ • '•; • MATCH EXISTING PROTECT IN IN PLACE �k , , - � ' - - s 131 .59 OF WORK L (L=13.5' ) 144.44 , 141 .24 1 ..� i - _ 132.61 132.23 129.0 1 4 f ` R/W- EX. LIGHT �T �"�.a. / \ - _ �R�W_.; - - - - - - / - - EX. WAL r f. SAWCUT'EX. •,, a -PROTECT IN PLACE p �' 140.55 1� IMITS OF W0 E WALKWAY 132.60 PROTECT , 2 ` R W y X. PLANTER X _ 8.9 - CONSTRUCT 1 PLACE - > ------ o ;', � � '. °. PAVEMENT AT 1ST I , '' -�- � 1 ° PROTECT IN PLACE" IN / '__ \ -. "SCORE INE AC BERM \ SAWCUT AT JOINT & �1 n,,- LIMITS ' ,. 144.44 EX. BRICK PAVERS _ EX. FENCE RE I ROLLED ,. r : / i (L-4' ) 1 13 PLACE W/ MESA BUFF / r` OF WORK } EX. TREE PROTECT IN PLACE EX. LIGHT 140.64 EX. WALL '� - 134.46 PLACE COLORED CONCRETE. 'EX. TREE �� TECT IN , CURB -PROTECT IN PLACE ' ' r PROTECT IN PLACE 'PROTECT IN PLACE L=26'1 \ 144.53 TC ;.:, i#-- , > . r' x , PROTECT POSTS IN PLACE EX. WALL PROTECT 'SG N f 144 20 F_S_ , ±;, § EX. WATER ikTER :' _`_ I = ?,' . .F 134.70 IN PLACE ! 1 ' - PROTECT IN PLACE o PROTECT IN PLACE.-_ �L /' RGrnodE RE LALE ��r _.._. v ' / EX. WALL `� `i, x EX. DRAIN & PIPE. - - �� I PROTECT IN PLACE r' J( _ . NEUI rrzFnGH . � X. TREE s w x ti PROTECT IN PLACE - y =- •• � �'� ' ASPHALT DRIVEWAY • @ EX. PLANTING PROTECT IN PLACE � � �>•� -_ d - �, ,f , r' %� �F� � � • / EX. CONCRETE CURB 143.74 TC EX. WALL y#'' 14 .41 FS PROTECT IN PLACE PROTECT IN PLACE i LIMITS OF WORK EX. WALL PROTECT IN PLACE PLAN VIEW , PLAN VIEW , PLAN VIEW 1 SCALE: 1 "=10 ' SCALE: 1"=10' SCALE: 1 "=10' PLAN VIEW I \ SCALE: 1'=10' I \ 150 I 146 1 142 148 I 144 I 140 R/W 134 134 4.79' R W X 28. 1 17.57' 14.5' _R W__ SCHUBERT PATH R�W 6.6' 3.69 I I 13. 1 .7% r: � 1 .7X 132 1 .7% 132 146 43' 142 138 y \ 1 . X a J I M w a X R{W 5.06 6. d y ) NK � J 3 ^ \�' aDH rnW O Q ?d W OfJ Or2 'aoi w J < X O1- � O � > fit?' M � ppH � I 3 S N � O O NFU- 1 .7 144 N 140 N ~ w 136 r� E` 130 N r w 130 Lo' U N W O W O^1S W NUU s-t 4 U r�lQ � mm y 7e Lo 0...7 Q>_. I I ONfJ mm mm O E 142 ( 138 ' \ 134 I 128 128 a o I o � m wQ N M d R I- O � J M Q g 00 126 r 0_ w DRIVEWAY PROFILE DRIVEWAY PROFILE DRIVEWAY PROFILE DRIVEWAY PROFILE 3 SCALE: SCALE: SCALE: SCALE: ° HORIZ: 1"=10' HORIZ: 1"=10' HORIZ: 1 "=10' HORIZ: 1 "=10' VERT: 1"=2' VERT: 1"=2' VERT: 1 "=2' VERT: 1 "=2' co° ° NOTE: N j 1 . CONTRACTOR SHALL CUT & CAP EXISTING IRRIGATION w SERVICES AT THE BACK OF WALK LINE. REINSTALL o REMOVED SPRINKLER HEADS DIRECTLY BEHIND BACK OF cr WALK. 2. EXISTING LANDSCAPING TO BE REPLACED IN KIND TO Q0.pFESSIp� BACK OF PROPOSED SIDEWALK UNLESS OTHERWISE i h!``� B. l�yc NOTED. = PLANNING ■ DESIGN ■ CONSTRUCTION 3. EXISTING TREES TO BE TRIMMED TO A MINIMUM OF 7' N0. C69815 ABOVE FINISHED SURFACE OF PROPOSED SIDEWALK. a * * 4. EXISTING BOULDERS TO BE RETURNED TO PROPERTY p f CIV1� �. 5050 AVENIDA ENCINAS, SUITE 260 OWNER. r�lfOf C%\ F ■ CARLSBAD. CALIFORNIA 92008-4386 5. CONTRACTOR SHALL REMOVE & RELOCATE EXISTING YARD v CONSULTING 760.476.9193 • FAX 7604769198 w RBFcom LIGHTING TO BACK OF WALK. �i o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF E N C I N I T A S ENGINEERING DEPARTMENT DRAWING NO. O - - REVISED PLANTER 2.5" CITY OF ENCINITAS BRASS DISC DRIVEWAY DETAILS SHEET FOR: REPLACZ ORAIN & PIPE PLAN REPARED UNDER SUPERVISION OF RECOMMENDED APPROVED j (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN a AS-BvIL-T CI- 13-II OF SANTA FE DRIVE WEST OF / < < �j� CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) 0079-SI oINTERSTATE HIGHWAY 5. VERTICAL AS SHOWN ENGINEEw PETER COTA-ROBLES ~ DATE: �. � �,O BYE BY: CURB, GUTTER, AND SIDEWALK IMPROVEMENTS a_ ELEV 171 .227' (NGVD 29) . MATTHEW B. CA RECORD OF SURVEY 18416 . w C.E. NO. 69815 EXP. 6/30/10 DATE: 7 �3 �� DATE: WORK PROJECT N0. CMS09F SHEET 16 OF 21 1810 WESTMINSTER DR 1820 WESTMINSTER DR 1830 WESTMINSTER DR APN 260-271 -01 APN 260-271 - 12 APN 260-271 - 11 v _ WESTMINSTER DR - WESTMINSTER DR - (-� __REMOVE EX. RAILROAD TIE & FIRST EX. 6'x6' SQUARE CONCRETE -W- p STEP. REPLACE R/R TIE WITH 6" CONCRETE CURB. REPLACE EX. RELOCATE WATER WESTMINSTER DR _- STEP WITH (2) 3'x6' STEPS TO MATCH EX. EX. PLANTS (3) METER WESTMINSTER PROTECT IN PLACE, [� RETURN ROCKS TO qw i PROP. OWNER -- _ _•. 47+00,� - - + Flo- - �N _ > 20.62 FS cli INSTALL TREE +o AS DRIVEWAY G- - - - aiN t- /� 1 ADJUST EX. WATER - - - - U)11-- -- ROOT BARRIER r- - G IN x, EX. WATER METER cam_ G - v1 c;v \.N EX. TREE < , METER TO FINISH 3- �-••--G G < U __G 0_. _ _ PROTECT I N PLACE 13+00 3+50- GRADE PROTECT IN PLACE (AC-3i 126.29 FS INSTALL MAILBOX ° 123.34 FS S • 1 1+50 12+50 . CURB .; • a v o a , 117.14 C'RB a CURB o �. 121 .61 FS - f 12+00 v 8 FS 121 .65 FS 'aN�. v 119.70 FS 118 84 F11 4.90 W 1 117.9 FS. 127.73 FS. 12fi.26 FS CONCRETE STEPS, 22'. 4 FS seeps T it$. FS L S .� 127 a REZ�c>= - -r�- 119.21 118.71 EX. PLANTS (4) 119. F 1� .r ACE 209583 FS ...,.. v 1 .129.33 FS " X. POWER POLE 1 - 1 �F- �M- - -�I� - - 7 �. . • • 119.28 118.95 PROT PROTECT IN PLACE 12 _ T - _ - * 1ZY' " ► } Fj - • 1 g � 119.22 1, _.__ - FS R W - - - -/ R/W- - - �� - - 7 - s. ,' � 1 �� 120.05 FS u. 119 20 � � � / t - T- - F - - - �� 119.07 R/ 125. 15 1+2 I 119 72 S I S/ALL (2) 11 I 119. 19 118.86 LIMITS t. 124.44 FS LIMITS OF WORK EX. SPLIT RAIL FENCE `LIMITS 1 120.44 FS MAILBOXES - i _::.. " . OF WORK 125. 12 ' ► y 120. 11 FS - t _ _ PROTECT IN PLACE OF WORK 11 EX. POWER POLE _ � EX. WALL'S ► EX. SPLIT RAIL FENCE PROTECT IN PLACE WYPROTECT IN PLACE PROTECT IN PLACE 117.50 6% INSTALL 4" HIGH EX. STEPS & LIGHT COLORED CONCRETE 124 1"� 124 57 PROTECT IN II �1 BRICK I PROTECT IN PLACE PAVEMENT WITH 124.22 _ F v EXISTING. (L=13' ) WEAKENED PLAMff (123.85) N- PLACE I TO MATCH EXISTING. Q EX. DRAIN EX. OVERHANG 117.50 123.90 PROTECT IN PLACE CONCRETE DRIVEWAY (L=6' ) r \ PROTECT IN PLACE t GRAY CONCRETE EX. SLOT DRAIN \ �$ PROTECT IN PLACE .-` 124.26 \ 124. 19 PLAN VIEW I PLAN VIEW I PLAN VIEW SCALE: 1 "=10' SCALE: 1 "=10' \ SCALE: 1 "=10' 1 124 130 30.07' .34' 18.66' 3.5 16 52' jW /W 122 25.9711' I 120 x 12.02 R W 2. ' 128 2.38 10.43' 8.6 n 1 • 1 6. 2' 4.74 rn � c" _j J X rn N Q < X d N C4 X Li 1 . 1 120 N r m � 118 W J rnU aiU CoiE 126 N > >S � of o y'm � W rn m U Do u Ld 41rco-xi- � p$ q*_ J � w r mo o ro 118 Imo n � � � In mF NJ 116 Np Ali y cDU n n n � U' UU NW O � Q I ^ � � U N 124 rl cj W � m 1 � m o I ix N U O_ ° N = 116 r^> N < `0 122 Of DRIVEWAY PROFILE W SCALE: o HORIZ: 1"=10' VERT: 1 "=2' DRIVEWAY PROFILE DRIVEWAY PROFILE r SCALE: SCALE: ° HOR I Z: 1 "=10' HOR I Z: 1 "=10' VERT: 1"=2' VERT: 1 "=2' NOTE: 1 . CONTRACTOR SHALL CUT & CAP EXISTING IRRIGATION SERVICES AT THE BACK OF WALK LINE. REINSTALL o REMOVED SPRINKLER HEADS DIRECTLY BEHIND BACK OF WALK. a_ ROFESS!° 2. EXISTING LANDSCAPING TO BE REPLACED IN KIND TO 7 �Q N�� BACK OF PROPOSED SIDEWALK UNLESS OTHERWISE B. C4oG Fy NOTED. h F' PLANNING ■ DESIGN ■ CONSTRUCTION 3. EXISTING TREES TO BE TRIMMED TO A MINIMUM OF 7' a No. 069815 4. EXOISTINGNBOULDERSS TOCBE RETURNEDETOSPROPERTY 5050 AVENIDA ENCINAS, SUITE 260 OWNER. QE°FICAUE��\! • CARLSBAD. CALIFORNIA 92008-4386 5. CONTRACTOR SHALL REMOVE & RELOCATE EXISTING YARD U C❑ N S U LT I N G 760.476.9193 • FAX 760.476.9198 • www.RBF.com LIGHTING TO BACK OF WALK. C14 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. REPLACE STEPS 2.5" CITY OF ENCINITAS BRASS DISC DRIVEWAY DETAILS SHEET FOR: n PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED j CONCRETE DRIVEWAY (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN nA AOo STEPS DELETE OF SANTA FE DRIVE WEST OF / CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) 0079-SI a INTERSTATE HIGHWAY 5. ENGINEER: DATE: �! Zro.o BY: BY: CURB GUTTER AND SIDEWALK IMPROVEMENTS a BRICK DArJD VERTICAL AS SHOWN MATTHEW B. C PETER COTA- OBLES > > A5-t�u1L7 1-I= _, I ELEV 171 .227' (NGVD 29) . 7 / RECORD OF SURVEY 18416. R.C.E. N0. 69815 EXP. 6/30/10 DATE: �� O DATE:�O WORK PROJECT NO. CMS09F SHEET 17 OF 21 1842 WESTMINSTER DR 1863 MONTGOMERY AVE 1867 MONTGOMERY AVE APN 260-271 - 10 APN 260-271 - 16 APN 260-271 - 15 BRICK PAVERS " / TO MATCH EXISTING (TYP) WESTMINSTER DR I- -� - - 51+00 _ WESTMINSTER DR --� 3 - TALL 4" PVC G 06� I3 + ° EX. SHRUBS - -� --G SLEEVE (L=6' ) Y L n° 0 - PROTECT IN PLACE TO f� MESA BUFF --- X. GATE FENCE CON ftt ¢IN PROTECTEIN PLACE SIN SAWCUTOATREXE JOINT --GREATEST EXTENT POSSIBLE v. GRAY COLORED CONCRETE CONC PROTECT IN PLACE v~i�c� + ° 49900 - _-�- - 15+00 CURB _:... w 15+50 v N RELOCATE EX. �r � - - EX. SHRUBS (2) a , 6+ SIGN 109.2 FS v\ o o v 0 00 v�i1c� PROTECT IN PLACE - cD 107.37 FS 116.53 FS -- 3 _ 13+50 - -.. ° P r C r 1 s r -�rr r_ 4 FS �. 32 CURB 4+00r 1 _ O . 106. FS �. i 116..9Q FS ' v � v 116.39 FS 116.36 FS : . . 116.22 FS v o -i" 'Zrz 1;A RAW [_ r ° 106 .42 FS' -• A° 0 115.07 115.05 _ a a EX. SHRUB EX. FENCE 107.71 GB> > PROTECT IN PLAC PROTECT IN PLACE i \ � EX. DRAIN 106.73 '- R/W 107. 12 ` 107 I i p . . 11 EX. DRAIN PLAC EX. FENCE--// ENCE) w" .52 X. POWER POLE p. • � + RELOCATE WATER - PROTECT IN EX. RE&WBRIICKEC CURB 107.61 PROTECT IN PLACE EX. WALL-/ METER PLACE FROTSCT 14 PI^AC.E EX. WALKWAY \ PROTECT IN PLACE PROTECT IN PLACE EX. TREE PROTECT EX. TREE PROTECT EX. GATE LIMITS OF WORK IN PLACE IN PLACE { ° o PROTECT IN PLACE _ _ - - _ \ Q 108.74 EX. WALL \ i I1• EX. TREE R/W INSTALL MAILBOX PROTECT IN PLACE LIMITS OF WORK ► • PROTECT IN PLACE EX. FENCE EX. LANDSCAPING \ EX. WALL PROTECT IN PLACE �� PROTECT IN PLACE 1 PROTECT IN PLACE 113.35 113.69 \ EX. TREE \ PROTECT IN PLACE CONCRETE DRIVEWAY \ BLOCK WALL TO \ MA"rCN Bx1STING (15) \ PLAN VIEW \ SCALE: 1"=10' \ PLAN VIEW \ I \ SCALE: 1 "=10' \ I I 120 112 112 I I R/W 118 110 RI 110 5.5 . ' 6;6' 3.5' 5. 1 ( .78' X1 .7 76' I W 116 108 I 1�IOX 10.!73' J [\ v v 16.23',) _ _. to _ � �i w � J I I E ! 1J I J 0 114 �`� � 4L L) -1 2�1 m � � � � 3 o > roNU 1 .7% ao w : _ N i U _"_ ___ 106 I- ; Y 106 -�•- Y -t-- 1 0 � m FE CE � � ° � ' ° � ow � J z 3 O U f O ¢ i uj w z DRIVEWAY PROFILE LL SCALE: DRIVEWAY PROFILE DRIVEWAY PROFILE c� HORIZ: 1 "=10' SCALE: SCALE: VERT: 1 "=2' HORIZ: 1 "=10' HORIZ: 1 "=10' VERT: 1 "=2' VERT: 1"=2' 0 00 i NOTE: > 1 . CONTRACTOR SHALL CUT & CAP EXISTING IRRIGATION SERVICES AT THE BACK OF WALK LINE. REINSTALL w REMOVED SPRINKLER HEADS DIRECTLY BEHIND BACK OF 7 WALK. oQROFESSlp� 2. EXISTING LANDSCAPING TO BE REPLACED IN KIND TO BACK OF PROPOSED SIDEWALK UNLESS OTHERWISE NOTED. jz = PLANNING ■ DESIGN ■ CONSTRUCTION 3. EXISTING TREES TO BE TRIMMED TO A MINIMUM OF 7' 04 No. C698t5 ABOVE FINISHED SURFACE OF PROPOSED SIDEWALK. o � 4. EXISTING BOULDERS TO BE RETURNED TO PROPERTY G J/ CIV1\- 5050 AVENIDA ENCINAS, SUITE 260 OWNER. j �IFOF C AU4 CARLSBAD- CALIFORNIA 92008-4386 5. CONTRACTOR SHALL REMOVE & RELOCATE EXISTING YARD CONSULTING 760.476.9193 • FAX 760.476.9198 • www.RBF.com LIGHTING TO BACK OF WALK. CE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. 7 CONCRETE DRIVEWar 2.5" CITY OF ENCINITAS BRASS DISC j PROTECT EXISTIKIC> 2.5" I PT E 10IT ON NORTH SIDE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DRIVEWAY DETAILS SHEET FOR: a S-e>VI HORIZONTAL as sHOwN CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) 0079-SI OF SANTA FE DRIVE WEST OF o F!S-2sUILT q-13-!! INTERSTATE HIGHWAY 5. BY: BY: w VERTICAL AS SHOWN ENGINEER: paT1 ; JZ Za/d ELEV 171 .227' (NGVD 29) . ATTHEW B. CA PETER COTA-ROBLES CURB, GUTTER, AND SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416. R.C.E N0. 69815 EXP. s/30/to DATE: 7// /O DATE: WORK PROJECT NO. CMS09F SHEET 18 OF 21 - --- CONSTRUCTION NOTES x CONSTRUCT 4" AC OVER 6" CLASS II AGGREGATE BASE. SEE DETAIL 1 ON SHEET 3. ~ ® CONSTRUCT MESA BUFF COLORED 6" CURB PER SDRSD G-1 . 0 CD a �, 0 CONSTRUCT MESA BUFF COLORED MODIFIED CURB & GUTTER PER DETAIL 5 ON SHEET 3. 0 co F_ 14 o'.c�i : ''.. 16 PLANTING PER LANDSCAPE PLAN. SEE SHEETS 20 AND 21 . z � m �'� ° oom o �i z 17 TRANS I T I ON TO ROLLED CURB &c GUTTER PER DETA I L 3 ON SHEET 3. JO P..,'. w wo In t°g h o+ o w ?� 18 TRANSITION TO 0" CURB PER DETAIL 4 ON SHEET 3. ZLIM cs ow°o o ~ U IZ ' 1,=1�' or o j PROPOSED TOP OF CURB (TO) z°p � ^� v 104 moa� - m so VERT 1 =1 U '"� 19 ADJUST SEWER MANHOLE TO FINISH GRADE . o o� 6 o w+ o I o o 104 [�to 3 23� z�� cs �� Jo mM �i ® CONSTRUCT 5. 5" PCC OVER 6" CLASS 11 AB. CONCRETE SHALL BE MESA BUFF COLORED. l� �-00 rn wcs - o on cc I con N --- t---- - r---- � - �- Z w - - - -- - -- - -�- - - --- - - �- - ---- -- 3 m in im co x -- : PROJ�CT I ON� OF o - w o+ o co R " �a� 27 CONSTRUCT PCC DRIVEWAY. 5. 5" PCC OVER SUBGRADE COMPACTED TO 90%. \_ S9;g v N m� 6 8 (TYP) F �� 8+ CONCRETE SHALL BE MESA BUFF COLORED. 7 Vii ' Y 2 26X (D + .. -co -"-" -" --" �� ® CONSTRUCT CONCRETE PAVER DRIVEWAY TO MATCH EXISTING. INSTALL PAVERS OVER 1 " mm� m °oc+v BEDDING SAND OVER 8" AGGREGATE BASE. i 7\ EL=100.42 FS N PIO S G1�8 00 _ ® INSTALL CURB OUTLET PER SDRSD D-27. - --- - -- -- - - G2-3.47X ° - ' 7V� - --- ---r- -- - -- - 0,2 ® ADJUST WATER VALVES TO FINISH GRADE. N m .� ® INSTALL 9" ATRIUM GRATE AND 9" X 9" CATCH BASIN PER NDS 900 SERIES OR --r- *- -- ----- - - T- - - - - -- -- -- - - - - - -- - -- - - --- - - -- - -�--- --�- � APPROVED EQUAL. + o Y / EXISTING GROUND AT °p ° � } INSTALL 3" PVC STORM DRAIN. - fi --- + o - r ^ F �l va ao CORE - - 10 a o �? '� � ' ® SAN DIEGUITO WATER DISTRICT TO RELOCATE WATER METER. N o CONTRACTOR SHALL NOTIFY SDWD A MINIMUM OF 2 WEEKS PRIOR TO COMMENCING WORK *-- �-- - ±---- --i � T � � -- �- � �---- ;- �- * __ ;---_�� - _-cam � - � � -- . -- _, - - ---- IN THE AREA. 42 SAN DIEGUITO WATER DISTRICT TO RELOCATE WATER VENT . CONTRACTOR SHALL NOTIFY SDWD A MINIMUM OF 2 WEEKS PRIOR TO COMMENCING WORK IN THE AREA. 1 1 Z 2 S O CONSTRUCT MESA BUFF COLORED MODIFIED ROLLED CURB & GUTTER PER DETAIL 12 ON --- -_� �- -�- - T- - � �- - -- --- -- --r---- +--- --- ---- - - - � � - -�----� -� -- __ - - SHEET 3. ;4 ,N N N on O INSTALL DOUBLE-RESIDENT MAILBOX PER DETAIL 2 ON SHEET 3. - - -- + m -- + a + w c+v m c+� a w O CONSTRUCT 7 ' -WIDE DG PATH. 5.5" DG OVER 6" CLASS II AB. i I 1 10 11 i 1 1879 WESTMINSTER AVE 13.68' _ � 107 MATCH EXISTING BERM 103.97 F APN 260-274-02 TC STA 1+00.00 103.65 TB x0, t5_ ,F HOWELL JAMES J / HOWELL DEBBIE L % x 0 EX. RETAINING WALL, 17. 14.55' w 1 PROTECT IN PLACE (TYP) 1879 WESTMINSTER AVE ��' m 77 [�105 TC STA 1+03.23 BC \ t3 11 ' 104.04 TC 103.62 FL EX. STAIRS, / PAW I PROTECT IN PLACE Q ENTRACE s2x 103.91 TC F \ "� � rye' 00 44 , EX. WOODEN RETAINING WALL, I 103 `1�0J's PROTECT IN PLACE (TYP) SAWCUT EX. PAVEMENT g ° Y AT SCORE NE APN 260-274-03 1 1883 WESTMINSTER AVE LINE S / / w '1 \ �itj S �` o - - fw 106.57 101 N v 103 14 TC FS 54 _ . J \\ ) j0 " EX. WOODEN RETAINING WALL // a o ~ -Q(3) PROTECT IN PLACE \ i 102.63 FS � _ - y=� X \ 17r (3) i 103.00 FS- PROTECT EINPPLACE ^ry DRIVEWAY PROFILE 1 N' k 14 ': �+ \ ^/ - o \ - -- _ EX. WOODEN RETAINING WALL HORIZ: 1 "=10' I PROTECT LACE / VERT 1 "=2' i, CT IN E j ' TC STA 1+57.24 PRC _ o _. 37 fi 101 .72 TC/101 .22 FL 16� - t co J 2 ." 102.00 T 101 .25 I ° 1 .68 °= _ 102.69 90 BEND 16 e e / 10 100.97 1 w b ° STORM DRAIN DATA M 42 �` 18 102.61 TC - - ' o + „r BEARING/DELTA M RADIUS N LENGTH TABLE NOTE Q0 3 `� ) t9 102.39 TC " _ 1 _ _ EXISTING 27°39'48°E -- 16 MATCH BERM ® N 14.21 ' 3" PVC - - a 4 8 . . -- f - / TC STA 1+76. 17 \ 2+0 \ - 03 4 T L yyy 19 2 N62°20' 12"W 36.58' 3" PVC TC STA 3 06.85 z - �� 1 5 TB/FL 100.62 TC LP -14 ° 5 " - 44 _ 3 0 100. 12 FL In r 9 17 �` TC STA 2+60.93 EC W r TC STA 1+88.25 EC 6 4 ro � - - 102.90 TC 102.48 FL co 100.95 TC on _ � _ -- CURB DATA TABLE N TC STA 2+28.70 PCC o + ' _ ® BEARING/DELTA RADIUS LENGTH NOTE TC STA 1+98.05 N � 102.35 TC 101 .85 F 101 .29 TC ¢ _ 1 N32 025'00"W -- 3.23' TRANSITION - - -100.83 IE 3" PVC- - - ~ c� �_ _ _� �_ 54+00 2 48 041 '08" 53.50' 45.46' ROLLED C&G \ v - - 3 09 009' 18" 53.50' 8.55' 6" CURB & GUTTER NU I E: \ MONTGOMERY AVE �- - - --_ _ - 4 88049'50° 20_00' 31 .01 ' s" CURB & GUTTER 1 . EXISTING IRRIGATION LINES TO BE CUT AND CAPPED _ 5 N62°20' 12"W 24.40' 6° CURB & GUTTER AT BACK OF PROPOSED SIDEWALK. REINSTALL REMOVED - 0° '00" 2.00' 3 1 " CURB o I \ - - Q 7 N27°39'48"E -- 16' TRANSITIO ( � 2 EXISTING ,, oOF•ESS/p4�1a 9 N91 °30'58"E 0 318' 6" CURB k TRANS i 3. EXISTING TREES TO BE TRIMMED TO A MINIMUM OF 7 =-- -� _- -- - - ''= �� w8• GtoG�,Fc 11 N67° 12'43"W -- 45.93' ROLLED LAG _- -" - " � � s h PLANNING ■ DESIGN ■ CONSTRUCTION 500 00 ° ABOVE FINISHED SURFACE OF PROPOSED SIDEWALK. ° ENO C69815 * INCLUDES TRANSITIONS TO 6" CURB. REFER TO CURB PROFILE Q 4. EXISTING BOULDERS TO BE RETURNED TO PROPERTY ) i OWNER. ° ° 0 5. CONTRACTOR SHALL REMOVE & RELOCATE EXISTING YARD PLAN VIEW Jj CIVIC- ��r 5050 AD. CAFORNAS, 008- 260 Q LIGHTING TO BACK OF WALK. SCALE: 1 "=10' �jEOF CAl1E CARLSB760CALIFORNIA920BF.com v C❑ N S Ll LTI N G 76o.a7ss1s3 • FAx �so.a7sslss www.RBF.can N o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 0 7 ADD CONCRETE Roo 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DRIVEWAY DETAILS SHEET FOR: CURB (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN Q 0079-SI Q As-Bvivir 9-ra-t! OF SANTA FE DRIVE WEST OF 1� BY: BY: _ CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL - SRTS 5446(013) o INTERSTATE HIGHWAY 5. VERTICAL AS SHOWN ENGINEER: A4/� DATE: 7O�d - PETER COTA-ROBLES CURB, GUTTER, AND SIDEWALK IMPROVEMENTS ELEV 171 .227' (NGVD 29) . MATTHEW B. C ZI RECORD OF SURVEY 18416. R.C.E. NO. 69815 EXP. 6/30/10 DATE::7;=/-* /j DATE: /� 74�io WORK PROJECT NO. CMS09F SHEET 19 OF 2 PLANTING NOTES PLANT MATERIAL LEGEND 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. 2. THE LANDSCAPE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL MINIMUM HEIGHT BUILDINGS AND STRUCTURES. LANDSCAPE AREAS SHALL BE FINISH GRADED AT A MINIMUM OF GRAPHIC SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME SIZE AND SPREAD REMARKS DETAIL SHEET 2%. SHRUBS 3. LANDSCAPE AREAS SHALL BE FINISH GRADED TO REMOVE ROCKS ONE INCH AND LARGER AND Q EXCESS SOIL. CONTRACTOR SHALL STOCKPILE EXCESS SOIL AND HAUL AWAY AT END OF V • AGA ATT AGAVE ATTENUATA FOX TAIL AGAVE 5 GAL 18" X 12" FULL FORM AND COLOR, VIGOROUS A 20 PROJECT. 4. FINISH SOIL SHALL BE 2 INCHES BELOW TOP OF PAVING IN SHRUB AND GROUNDCOVER AREAS. O/ ALO GRE ALOE GRENADENSIS POPCORN ALOE 5 GAL 18" X 18" FULL FORM AND COLOR, VIGOROUS A 20 5. THE RECOMMENDATIONS OF THE SOILS REPORT FOR AMENDING SOIL SHALL SUPERSEDE THE RECOMMENDATIONS LISTED IN THE SPECIFICATIONS. CONTRACTOR SHALL SUBMIT AN BUL FRU BULBINE FRUTESCENS YELLOW BULBINE 1 GAL 10" X 8" FULL FORM, GOOD COLOR, VIGOUROUS A 20 AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS OF REPRESENTATIVE SOIL SAMPLES TO Ul THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO ANY PLANTING WORK. ® SEN MAN SENICIO MANDRALISCAE BLUE CHALKSTICKS 1 GAL 4"x6" WELL ROOTED, VIGOROUS, GOOD COLOR A 20 6. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO PLANTING. ALL PLANT MATERIAL NOT APPROVED SHALL BE REMOVED FROM THE SITE. 7. PLACEMENT OF PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION FOR HOLES. 8. LOCATE AND ALIGN DOUBLE STAKES FOR TREES PERPENDICULAR TO PREVAILING WINDS. 9. PLACE A 3 INCH LAYER OF DECOMPOSED GRANITE IN ALL SHRUB AND GROUNDCOVER AREAS. DO NOT PLACE DECOMPOSED GRANITE ON SLOPES GREATER THAN THREE TO ONE (3:1). 10. THE MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE IN WRITING BY THE LANDSCAPE ARCHITECT AND THE OWNER. 11 . QUANTITIES SHOWN ON PLANTING PLAN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. PLANT SYMBOLS INDICATED SUPERSEDE QUANTITIES SHOWN. EXISTING PLANT MATERIAL 1 . ALL EXISTING PLANT MATERIAL INSIDE LIMIT OF WORK LINE SHALL BE REMOVED. PAVING SURFACE - 75% - 1" MOJAVE GOLD BY KRC ROCK 25% - 5/8" MOJAVE GOLD 3" (800.KRC.ROCK) tbort9 ICI—III—I ROCK MULCH AT CONCRETE IMPROVEMENT SECTION FINISH GRADE AT EXISTING SLOPE (WHERE APPLICABLE) FINISH GRADE AT SLOPE AREA (WHERE APPLICABLE) PAVING SURFACE 4" - 8"(-) TAN COBBLE BY KRC ROCK (800.KRC.ROCK) SHRUB WATERING BASIN 3" (SEE SPECIFICATIONS) TOP OF CURB, RAISED NTER, FINISH GRADE -I - :SLOPI=254 M - - IN- TG �. ) J J Q PLANTING TABLETS: 0- 0 Cl l ROOTBALL o--- SET 3" BELOW FINISH GRADE COBBLE AT CONCRETE IMPROVEMENT Lu O SECTION o � PLANTING BACKFILL (NATIVE OR NOW NATIVE; p P F 2 X ROOTBALL SEE PLANTING NOTES) `� \JNWSC 9yLy o2 1s Gariini 6Garbini o. ' LANDSCAPE A SHRUB PLANTING DETAIL B COBBLE PAVING s �2 Q ARCHITECTURE 9� 06 02 10 sue` URBAN NO SCALE OF C A`\Fo D E 5 G N 715 "J" STREET, SUITE 307 LICENSE EXPIRATION DATE 5/31/2011 SAN DIEGO,CALIFORNIA 92101 619)232-4747 FAx(619)232-4510 1 ( REVISIONS APPROVED DATE REF-PFNCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 25" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED (ENC-48 , PT N0, 1048) ON NORTH SIDE HORIZONTAL AS SHOWN OF SANTA FE DRIVE WEST OF DATE: 6/02/10 ��79-5� SUPERVISOR NAME CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL INTERSTATE HIGHWAY 5. ev. BY VERTICAL AS SHOWN LICENSE NQ 002198 ELEV 171 .227 ' (NGVD 29) . LAND. ARCH, ENGNEE NAM PETER COSTA-ROBES CURB , GUTTER, AND SIDEWALK IMPROVEMENTS RECORD OF SURVEY 18416 . GAIL GARBINI EXP. 5/31/2011 DATE: 7 3 DATE - � -- WORK PROJECT N0 . CMS09F to SHEET 20 OF 21 II� V ------107-- � _ D ' � �V <<toak � �_ 3Siayayd o P ul 3� - h1U � �_� ` ao-n 37g s3u as 1o . 1 05 nop � i 104' V a -- wed s � "06 — .104 - D , �_- J4— 9 •`vdo �- _ 1 -_ NdsN SW 311 88 ®M -105 tld 9- \l LOZSH 10 ialo ' _ L e _ Z �\ �_ M® x 102' • / CONCRETE PER CIVIL PLAN kK .i 5 k �_ � 1 % • �PQ Q �Q / .000 36A7jL TYPICAL SYMBOL �� \� s x �3e • 5 i j 102•-- � , � 4" - 8" TAN COBBLE TYPICAL SYMBOL \ / / / x x !/ .000 AVAILABLE AT KRC ROCK x x x / / • / D o (800) KRC-ROCK " x • 9 x x / / , _ o d 23 AL.O GRE x x x 3a x \ _ / D ' 5 GAL Ds O D p 3" LAYER "MOJAVE GOLD" Z �s 31, Hdsd D X ROCK MULCH 3d IN ALL PLANTING AREAS 1 �N00 X� AVAILABLE AT KRC ROCK 99' \ o e D 3oN3� "� 8 AGA ATT ALL EXISTING PLANT MATERIAL - -- oo % ° • 00 \ TO BE REMOVED. o 00 0 0 oo o°o 5 GAL 11- ° P Ndsd d o- D 24 BUL FRU X 3da \ 1 GAL D X 40 SEN MAN 97 D ON00 O ° 1 GAL � OOCOOpO QO v D J b Q \fiWSC4Pe CKER Garhini c'Garbini t �• LANDSCAPE �J 060210 ARCHITECTURE GRAPHIC SCALE N IN FEET �lF DATE �2 URBA O DESIGN 10 5 0 5 10 20 C ( ) �F AV�� 715 "J" STREET, SUITE 307 LICENSE EXPIRATION DATE 5/31/2011 SAN DIEGO,CALIFORNIA 92101 II INCH = 10 FT 61 91 232-47A7 FAx(6191232-4510 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL_ DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. Ado De PATH 2. 5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED A5- 15VIOT 9-13-(1 (ENC-48, PT NO. 1048) ON NORTH SIDE HORIZONTAL AS SHOWN OF SANTA FE DRIVE WEST of SUPERVISOR NAME DATE: 6/02/10--- CARDIFF ELEMENTARY SAFE ROUTE TO SCHOOL 0079-SI INTERSTATE HIGHWAY 5. VERTICAL AS SHOWN LICENSE NO. 002198 BY: ENGINEER NAI M BY PETE c0 A_ROaLE CURB, GUTTER, AND SIDEWALK IMPROVEMENTS ELEV 171 .227' (NGVD 29) . LAND. ARCH. GAIL GA $INI EXP. 5/31/2011 DATE: 7 �O DATE: WORK PROJECT NO. CMS09F SHEET 21 0E 21 RECORD OF SURVEY 18416 .