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6978 WORK TO BE DONE PLANS FOR THE CONSTRUCTION OF THE IMPROVEMENTS CONSIST OF THE FOLLOW NG WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: 1 . SAN DIEGO AREA REGIONAL STANDARD RAWINGS (AUGUST 2009) 2. STANDARD SPECIFICATIONS FOR PUBLI WORKS CONSTRUCTION ("GREEN BOW-) (2009) GENERAL IMPROVEMENT NOTES BALOUR DRIVE SIDEWALK IMPROVEMENTS 3. STATE OF CALIFORNIA DEPARTMENT TRANSPORTATION (CALTRANS) STANDARDS PLANS CATIO 4. STATE OF CALIFORNIA DEPARTMENT TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS (2006) � 5. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 1 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING SERVICES C D B G PROJECT ( 6. STATE OF CALIFORNIA DEPARTMENT TRANSPORTATION SUPPLEMENTAL TO MUTCD 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 THE ROAD STANDARDS. 'R' VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY LEGEND CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. CITY O ENCINITAS ITEM SYMBOL CA 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, STREET CENTERLINE 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 -j EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON w PROPOSED CONCRE E SIDEWALK THESE PLANS. LEUCADIA a BLVD. z CURB RAMP WITH �f T 6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON o syti99y� TRUNCATED DOMES -LLJ�_ SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE r CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND �' FA 10 FACILITIES PRIOR TO THE START OF ANY WORK, SUFFICIENTLY AHEAD OF CONSTRUCTION TO 'Q p PROPOSED MAILBO PERMIT REVISIONS, TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION n PROPOSED RETAIN NG WALL OF EXISTING FACILITIES. 521 ENCINITAS S PROPOSED STORM AIN R 7. THE CONTRACTOR SHALL REQUEST MARK-OUT OF EXISTING UNDERGROUND UTILITIES BY fS�gyw PROJECT PROPOSED CONTO 212 CALLING UNDERGROUND SERVICE ALERT AT 1-800-422-4133 AT LEAST THREE DAYS PRIOR TO LOCATION ANY CONSTRUCTION. RE EZA ST EXISTING CONTOU - - ---212 -- - 8.a) THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO w M R �cy` LIMITS OF WORK/DAYLIGHT LINE STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY EXISTING PROPERTY LINE �L REPRESENTATIVES. EXISTING RIGHT OF WAY LINE —R/W - - S R9k NOTICE: ALL GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS" . SAN A FE DR. glrq�o FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES EXISTING CONCRE E CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 0 ? TELEPHONE: (800) 422-4133 S9� < EXISTING EDGE 0 PAVEMENT BIRMINGHAM rc — --- b) THE CONTRACTOR SHALL NOTIFY THE AT&T TELEPHONE COMPANY PRIOR TO STARTING WORK 5 NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. DRIVE � P EXISTING WALL TELEPHONE: (858) 886-2863 0 n EXISTING FENCE --- x ---- x - x -- c) THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. Z 5 �y EXISTING WATER ALVE NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA. TELEPHONE: (760) 633-2709. EXISTING FIRE H(DRANT ►� d) THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK SAN EXISTING WATER AETER NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. EuJO NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE TELEVISION LAGOO EXISTING SEWER I AANHOLE COMPANY. TELEPHONE: (800) 422-4133 �+ S21 9. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A SHEET INDEX BASIS OF BEARING EXISTING MAILBO PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A THE BASIS OF HORIZONTAL CONTROL FOR THIS SURVEY EXISTING SIGN MEETING. PHONE: (760) 633-2770. SHEET DESCRLPTION IS THE NORTH AMERICAN DATUM OF 1983 (NAD 83, VICINITY MAP 1991 .35 EPOCH) , CALIFORNIA STATE PLANE 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 1 TITLE SHEET NOT TO SCALE COORDINATE SYSTEM OF 1983, ZONE 6, AS DETERMINED EXISTING TREE DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACE BY A REGISTERED CIVIL 2 INDEX MAP & TYPICAL SECTIONS BY THE LINE BETWEEN STATION NO'S 1047 & 1002 PER ENGINEER OR A LICENSED LAND SURVEYOR. 3 DETAILS ROS 18416 WITH A BEARING OF N10°29' 16°W. 11 . THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION 4 DEMOLITION PLAN PROJECT LOCATION APPROVED BY THE INSPECTOR. 5-7 IMPROVEMENT PLANS EAST SIDE OF BALOUR DRIVE 12. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY 8 STORM DRAIN PROFILE BETWEEN MELBA ROAD AND SANTA FE DRIVE INSPECTOR. 9-13 DRIVEWAY DETAILS ENCINITAS, CALIFORNIA 92024 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC 14 EROSION CONTROL PLAN WORKS CONSTRUCTION (2009 EDITION) , THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO 15 SIGNING & STRIPING PLAN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE) , THE SAN DIEGO REGIONAL STANDARD DRAWINGS (AUGUST 2009 EDITION) , CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 2006 EDITION) ,AND THE SPECIAL PROVISIONS FOR THIS PROJECT. E a STATEMENT OF ENGINEER OF WORK 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 v, TO THE RULES AND REQUIRED Y THE CONTROLS SUCH REGULATIONS .THE ENGINEERIAGREESETHAT ANY PLANCHECKXORNREVIEW PERFORMED ENGINEER ABBREVIATIONS THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR `L' ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF AB AGGREGATE BASE LP LOW POINT z Lj RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES AC ASPHALT CONCRETE MB MAILBOX TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND APN ASSESSOR'S PARCEL NUMBER PCC PORTLAND CEMENT CONCRETE ° EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, BC BEGIN CURVE PCC POINT OF CONTINUOUS CURVE ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE BCR BEGIN CURB RETURN PP POWER POLE a COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVE ui THE ENGINEER. C&G CURB & GUTTER PRV PRESSURE REDUCING VALVE CO CLEAN OUT PVMT PAVEMENT a CONIC CONCRETE RET RETAINING ° BY. lg? ll EC END CURVE RIM RIM ELEVATION DAVID A. WIENER, RCE 77285 DATE ECR END CURB RETURN SCO SEWER CLEANOUT i EDP EDGE OF PAVEMENT SD STORM DRAIN w EP END POINT SDG&E SAN DIEGO GAS & ELECTRIC o EVC END VERTICAL CURVE SDRSD SAN DIEGO REGIONAL STANDARD DRAWING Q%pIESSIpp EX EXISTING SMH SEWER MANHOLE Underground see Alm SAN D I EGU I TO WATER DISTRICT �o a, w '� FG FINISH GRADE STD STANDARD 4� Jl� rF� y FL FLOWLINE SWK SIDEWALK PLANNING ■ DESIGN ■ CONSTRUCTION FS FINISH SURFACE TB TOP OF BERM / REwE BY: No.C77285 ,^, GV GAS VALVE TIC TOP OF CURB z HP HIGH POINT TS TRAFFIC SIGNAL Q CAM TOLL ZW 1 800 422-4133 f C I V O- 5050 AVENIDA ENCINAS, SUITE 260 I E INVERT ELEVATION WM WATER METER a 5�8��� 9 `�� LF LINEAR FEET WV WATER VALVE ° TF Of C p�\EO CARLSBAD. CALIFORNIA 92008-4386 Q C O N S U LTI N G 760.476.9193 • FAX 760.476.9198 • www.RBF.com u ve�r�a y■ros mo ao DATE: / N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS DEPARTMENT DRAWING NO. a lL y 2 ;' IZ STATION N0. 1030 (ENC-3Q), A W€LL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APPROVED PUBLIC IMPROVEMENT PLANS FOR: o MONUMENT AT CENTER OF CUL-DE-SAC, TITLE SHEET Ln NORTH END OF OAK CREST PARK DRIVE HORIZONTAL AS SHOWN v f 0084—Si Q ENGINEER: DATE: A O m BY: BY: BALOUR DRIVE SIDEWALK IMPROVEMENTS AT ENTRANCE TO OAK CREST MIDDLE VERTICAL AS SHOWN SCHOOL PER ROS 18416. DAVID A. WIENER PETER COTA—ROBLES o ELEVATION 388.479 - DATUM: NAVD88 R.C.E. NO. 77285 EXP. 6/30/11 DATE: 614WIll DATE: S WORK PROJECT N0. CMS10H SHEET 1 OF 15 j / ' D MELBA ROAD 13 13 _ ,o J cn STREET STREET CROWN f6. , VARIES , VARIES 2.5'-16't ROPOSED SIDEWALK 1 .5' 5' 6' � EXISTING PAVEMENT (~ MAX I r6 VARIES 2� /, -� MATCH EXISTING 1 -5t \� / GROUND N R 2" GRIND & AC OVERLAY, SEE DETAIL 1 ON SHEET 3 SIDEWALK PER SDRSD + G-7, G-9, & G-10 I � �I�Y� f? EX. 2" H.P. GAS 4" AC OVER 6" CLASS II AB EX. 8" WATER 6" CURB AND GUTTER I EX. 8° SEWER 2'± 7't PER SDRSD G-2 OVER 4" 14 ; CLASS II AB + A TYPICAL SECTION I °✓ -- NTS LJ YA l n I ` /W\ 10 IJ Er PROPOSED SIDEWALK t or° E J Q ,> > ' m 10 n, I � J 10 N 4 10 A. © 11 _ 14 � I 0�3 11 U Z r ¢ J s (n STREET STREET R/VV CROWN VARIES 9'-11 .7' VARIES 8.3'-11 ' VARIES = 11 VARIES 2.5'-16't s I � 12 1 .5' 5' VARIES 6 '-14't EXISTING PAVEMENT ° MAX MATCH ~ R OP 0 ED SI DEW ALK i Q EXISTI NG z z a' �,,'�( ���a� a° /�✓� - /, _ GROUND r 12 t 2" GRIND & AC OVERLAY, SEE DETAIL 1 ON SHEET 3 GI7, GL9 P&RG-10SD INDEX IYIA _ . EX. 2' H.P. GAS a 4" AC OVER 6" CLASS II AB SCALE: 1 "=80' 13 EX. 8" WATER —� � 6" CURB AND GUTTER '' z EX. 8" SEWER 2 t 7 t PER SDRSD G-2 OVER 4" I ' w /';"� CLASS II AB INDEX MAP LEGEND N I B TYPICAL SECTION N ® IMPROVEMENT PLAN SHEET NUMBER xf� r x -- NTS ® DRIVEWAY DETAILS SHEET NUMBER tJ7 I - - - N _ 0 CN DEMOLITION PLAN SHEET NUMBER 14 - -SANTA FE DRIVE 0� ® EROSION CONTROL PLAN SHEET NUMBER 15 w 0 ® SIGNING & STRIPING PLAN SHEET NUMBER QAt,f ES SlOx'` � 4�E� ��p A• Nrfy �y o PLANNING ■ DESIGN ■ CONSTRUCTION ° No.C77285 � � o �!V 1�- �! 5050 AVENIDA ENCINAS, SUITE 260 ° 9JF C OF C A``Eo�� CONSULTING 760.76.9193 • FAX 7 0.4769198 NIA www.RBF.com U N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS 'ENGINEERING DEPARTMENT DRAWING N0. 0 SHEET INDEX & TYPICAL SECTIONS FOR: U L'r 4 •3•/2 STATION NO. 1030 (ENC-30) , A WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPROVE Ln MONUMENT AT CENTER OF CUL-DE-SAC, �''� 0084-SI Q HORIZONTAL AS SHOWN NORTH END OF' OAK CREST PARK DRIVE ' n BY: BY: BALOUR DRIVE SIDEWALK IMPROVEMENTS Q AT ENTRANCE TO OAK CREST MIDDLE VERTICAL AS SHOWN ENGINEER: LT DATE: y I' /� a SCHOOL PER ROS 18416. DAVID A. WIENER PETER COTA-ROBLES ELEVATION 388.479 - DATUM: NAVD88 R.C.E. N0, 77285 EXP. 6/30/11 DATE: �� // DATE: // WORK PROJECT NO. CMS10H SHEET 2 OF 15 w 24" z J PROPOSED FULL 3 DEPTH SECTION, A. GRIND ALL AC COLD JOINTS FOR V) 6" CLASS II AB AC OVER 2' ROLLED ry MINIMUM 2" AC OVERLAY 6 12" 12" TRANSITION DRIVEWAY PER N MIN SIDEWALK SDRSD G-14A SIDEWALK 16" CURB FACE 0 EXISTING AC a � � w g° 12" O oOO oO oOO m CURB & GUTTER 42„ INSTALL STRESS-RELIEVING PROFILE VIEW PLANV I EW - BEFORE DRIVEWAY OPENING FABRIC UNDER AC. FABRIC EXISTING BASE NOT TO SCALE SHALL BE GlasPave25 OR APPROVED EQUAL. 2 3' O AC PAVEMENT JOINT O On CURB TRANSITION 2' 1 r27 N TS N TS SIDEWALK 0 0 0 18„ SIDEWALK % ' MIN I 6 I I 4 CURB & GUTTER SECTION PLANV I EW — TYPICAL SIDEWALK AT OBSTRUCTION Not TO SCALE NOT TO SCALE 0 MAILBOX RELOCATION DETAIL N TS NOTES: Ul FACE OF MAILBOX SHALL BE 8" BEHIND CURB FACE. ® POST TO BE PIPE, SMOOTH FINISH, 3-INCH IRON PIPE (MIN. ) OR APPROVED EQUAL. 0 ADJACENT LOTS CAN USE A COMMON PIPE LOCATION BETWEEN DRIVEWAYS. ® VOID BETWEEN PIPE AND HOLE TO BE FILLED WITH CONCRETE. Q MAILBOX TO BE LOCATED 5' MINIMUM FROM STREET LIGHTS, DRIVEWAYS, WATER METERS, ELECTRICAL, TELEPHONE, AND CATV VAULTS, PEDESTALS, AND POLES. © INSTALL 10" DIA. POLE FOOTING. O MAILBOX SHALL BE LOCATED A MINIMUM OF 5' FROM FIRE HYDRANTS. ® SCORE LINE OR I" SAWCUT AS SHOWN ABOVE. O9 EXISTING MAILBOX TO BE SALVAGED & REUSED. E a Ln N d BARRIER TOP EDGE 1" z BELOW SURFACE, 6" OFFSET EX. TREE w BEHIND CURB OR SIDEWALK. 6" o LENGTH SHALL EQUAL LENGTH OF ROOT SYSTEM. EX. GROUND SIDEWALK I o " 1111 o ° - III = III-VIII i 1111 III IIII III III= o 1=1 111 I i 1111114" I IIIIIIIII m IIIEPTH l l w _II > BIO-BARRIER (24"DEPTH) VIII jj1 � I ° DEEP ROOT B 24-2 _ C11 L OR APPROVED EQUAL. 11 II a_ -1II III=III III- QROfESS/pp'� 1= IIIIII III IIIIIIII / ACCOMMODATE BARRIER TO > III-IIII=III I IIII III I I lil�� J PLANNING ■ DESIGN ■ CONSTRUCTION UTILITIES. p c No.C77285 z f ROOT-BARRIER INSTALLATION 5050 AVENIDA ENCINAS,SUITE 260 `i- a lF Of C A6 CARLSBAD. CALIFORNIA 92008-4386 N TS Q CONSULTIN 760.476.9193 • FAX 760.476.9198 • www.RBF.com U N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. a 1 2 STATION N0. 1030 (ENC-30) , A WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DETAILS FOR: a MONUMENT AT CENTER OF CUL-DE-SAC, Ln NORTH END OF OAK CREST PARK DRIVE HORIZONTAL AS SHOWN zap 0084—SI Q AT ENTRANCE TO OAK CREST MIDDLE ENGINEER DATE:DATE: ei �� l/ BY B1' BALOUR DRIVE SIDEWALK IMPROVEMENTS VERTICAL AS SHOWN PETER COTA-ROBLES p SCHOOL PER ROS 18416. DAVID A. WIENER d ELEVATION 388.479 - DATUM: NAVD88 R.C.E. No. 77285 EXP. 6/30/11 DATE: �8 �� DATE: WORK PROJECT NO. CMS10H SHEET 3 OF 15 /oll